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Home My WebLink About025521 - Construction-Related - Contract - Stocker Enterprises, Inc.� � � � � � � � 0 � � � � � 1 � � , -, � � ► GIT� SECRET/�13Y � � � ' CQNTRACT NO . � � � , �f'y� 9 y � SPECIFICATIUNS� ��'�� AN� -� ,_ ..... i�;:.� , .._ ; . -._, :�,`� �� 6`�ia��i� �� CONTRACT DOCUMENTS • . _ +.�� Q "F'��i�ds�ieQ��'�v�� FOR �''..!E��' ��'��fi��lT MAIN BR AND MAIl`•� 2?9 DRA.INA�'iE AREA S�IITARY" SEWER SYS'TEM REHABILITATION ��]D .�fPR.OVEMENTS (GR(aL'P 7, CONrRACT 1}, PART 4 ' LJNIT 1 �.O.E. NO. 2�75 . � D.O.E. NU. 2582 3 D.�O.E. NO. 2583 '� SEWER PROJECT NQ. PS58-070580410060 iN T�-iE Ken�eth Ba�a- l��y��- �io� Terreni City 1Llanager• CI'�'Y f�F �'��'�' �i3R'I'� l.ee C. Bradley, Jr.y P.E. L`�rer.tor, WaterDepurtment h�� . Malanga, P.E. Director. Transportatiori and Fublic R'orks Depariment A. Dor.�gA�s �a��sna?��r.. P.E. i�irector, I;'ngineej�ing L�epnrtmer.t i��y T�&B� Proiect No. 45-9?63i)-87� Turner Ccllie & Br�den Inc. Engineers + Planner� d ?roject ivlanagers ? 2 -.a,.r�� ve., 5uite b00 � .:-�'��, Texas %fi 102 ��I�� °�� GG 'd` Q� �% 141�G��b, ��. 0 � �' � �. � City of Fort Worth, Texas Mayor and CounCil Communicat ior�. DATE REFERENCE NUMBER LOG NAME �y2j�99 . **C-1778$ I 30PROSPECT I su�Ecr � AWARD OF CONTRACT TO STOCKER ENTERPRISES, INC DRAINAGE AREA SANITARY SEWER SYSTEM IMPROVEMENTS (GROUP 7, CONTRACT 1) PART 4, UNIT 1 RECOMMENDATION: PAGE � 1 of 2 FOR MAINS BR AND 279 REHABILITATION AND It is recommended that the City Council authorize the City Manager to execute a contract with Stocker Enterprises, lnc. in the amount of $474,856.75 for Main BR and 279 Drainage Area Sanitary Sewer SysteM Rehabilitation and Improvements (Group 7, Contract 1) Part 4, Unit 1. DISCUSSION: On August 12, 1997 (M&C C-16214), the City Council authorized the City Manager to execute an engineering agreement with Turner Collie & Braden, Inc, to prepare plans and specifications for the reduction of inflow/infiltration in sanitary sewer Main BR and 279 drainage areas. � The project is part of the City's Integrated Wet Weather Wastewater Management Program to comply with an administrative order from the U.S. Environmental Protection Agency to eliminate sewer overflows from the City's wastewater collection system. The project consists primarily of the replacement of the following sanitary sewer laterals: 1) L-732; located in the alley between Gould Avenue and Lincoln Avenue between 25th Street and 23rd Street 2) L-734/L-735; beginning from the middfe of the afley located between Prospect Avenue and Lee Avenue (21 st Street and 22nd Street), southerly 180 feet, then easterly 100 feet aiong 21 st Street, then southerly 150 feet along Lee Avenue 3) L-745/L-746/L-747; located in an area generally bound on the north by 25th Street, on the south by Exchange Avenue, on the west by Clinton Avenue and on the east by Ellis Avenue. The neighborhood streets to be impacted by construction consist of 25th Street and Houston Street 4) L-761; located in the alley between Refugio Avenue and Prospect Avenue from 24th Street to 25th Street The project consists of the replacement of approximately 4,800 feet of 8-inch diameter sewer pipe. The project is located in COUNCIL DISTRICT 2, Mapsco 62B, 62F and 62K. . � ;. , . . � City of Fort Worth, Texas Mayor and CounCil CommuriiCation DATE REFERENCE NUMBER LOG NAME PAGE 12/21/99 **C-17788 I 30PROSPECT , 2 of 2 SUBJECT AWARD OF CONTRACT TO STOCKER ENTERPRISES, INC. FOR MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 11 PART 4, UNIT 1 The project was advertised for bid September 16 and 23, 1999. On October 14, 1999, the following bids were received: BIDDER Stocker Enterprises, Inc. William J. Schultz, Inc. d/b/a Circle "C" Construction Company B&H Utilities, Inc. Hall-Albert Construction, Company Jackson Construction, Inc. � Long Construction and Engineering, Inc. Conatser Construction, Inc. Cleburne Utility Construction Company Texas-Sterling Construction, Inc. Kebo Services, Inc. AMOUIVT $474,856.75 481,468.00 497,407.00 517,567.25 534,037.80 541, 861.40 547,199.50 562,763.05 585,541.60 609,205.00 TlME OF COMPLETION 130 Calendar Days In addition to the contract cost, $34,000.00 is required for inspection and survey and $24,000.00 is provided for project contingencies. Stocker Enterprises, Inc. is in compliance with the City's M/WBE Ordinance by committing to 16% M/WBE participation. The City's goal on this project is 15%. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifiies that funds are available in the current capital budget, as appropriated, of the State Revolving Loan Fund-Sewer. MG:j Submitted for City Manager's Oftice by: Mike Groomer Originating Department Head: 6140 � FUND � ACCOUNT � � (to) � A. Douglas Rademaker � 6157 �(from) CENTER � AMOUNT CITY SECRETARY APPROVED 12J21/99 . � DATE 12/21 /99 SU BJ ECT . , City of Fort Worth, Texas Mayor and CouriG i l, CommuniCat ior�. REFERENCE NUMBER LOG NAME PAGE **C-17788 I 30PROSPECT � 3 of 2 AWARD OF CONTRACT TO STOCKER ENTERPRISES, INC. FOR MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATIOIV AND IMPROVEMENTS (GROUP 7, CONTRACT 1) PART 4, UNIT 1 PE42 541200 07042041762 $474,856.75 Additional Information Contact: A. Douglas Rademaker 6157 � � � D � � � � a a � a � 0 � O � � � �- �,� � , . `�� 4 .� � .� � r'ORT WORTH �IENT OF ENGINEERING ADDENDUM NO.1 September 29,1999 TO THE SPECIFICATIONS AND CONTR.ACT DOCUMENTS FOR Ivi.AIN BR AND MAIN 279 DR.AINAGE AREA SANITARY SEWER SYSTEM REHABILTTATION AND IMPROVEMENTS (GROUP7, CONTR.ACT 1} - PART 4 Units 1, 2 & 3 SEWER PROJECT N0. PS58-070580414060 D.O.E. NO's 2475, 2582 & 2583 Bid Receipt Date — October 14, 1999 1. Bidders are hereby notified of the following: On the Comprehensive Notice To Bidders and item No. 11 of the Special Instructions to Bidders (Water Department) prospective bidders shall revise the first sentence of the paragraph pertaining to M/WBE requirements to read as follows: " In accordance with the City of Fort Worth Ordinance, No. 13471, as amended by Ordinance No. 13781 the City of Fort Worth has goals.........." No other parts of the plans or contract documents aze hereby changed. RECEIPT ACKNOWLEDGED: : Department of Engineerin; Rick Trice, P.E. , Manager, Consultant Services .r By: I� n G S � �� ' �'; �C ( � ,� ccJ Addendum No. 1 � ` � .�. SPECIAL CONTR.ACT DOCUMENTS FOR MAIN BR AND MAIN 279 DRAINAGE AREA SAIVITARY SEWER SYSTEM REHABILITATION AND IlVIPROVEMENTS (GROUP 7, CONTRACT 1), PART 4 UrTIT 1 D.O.E. NO. 2475 LTriIT 2 D.O.E. NO. 2582 LJNIT 3 D.O.E. NO. 2583 SEWER PROTECT NO. PS58-070580410060 IN THE CITY OF FORT WORTH, TEXAS 1999 I hereby state that these Contract Documents were prepared under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Texas. bo�P,�E OFo TF��o�► � 5�•' .tS' � �' o � •� �e�A e ° �!c e..e oe„°oe.........e:.e.i, TANVI�i UL ISL4M ; -� .....e.e .. ...e...o �Q� �42�9� °� m ��` do' a�`c� ��CENSE�. C.�`a��i 9//�/9p TURNER COLLIE & BRADEN INC. ENGINEERS • PLANNERS • PROJECT MANAGERS 1200 Summit Ave., Suite 600 Fort Worth, Texas 76102 TABLE OF CONTENTS PART A PART B PAitT C PART D PART E PART F PART G Notice to Bidders Detailed Notice to Bidders Special Instructions to Bidders M1WBE Specifications - Unit 1 (Pink) Proposal - Unit 1 M/WBE Specifications - Unit 2 (Pink) Proposal - Unit 2 M/WBE Specifications - Unit 3 (Pink) Proposal - Unit 3 General Conditions (Canary Yellow) Supplementary Conditions (Canary Yellow) Special Conditions (Green) �dditional Special Conditions (Green) Details (Green) General Specifications for Water Department Projects (Not bound herein) Certificate of Insurance � Contractor Compliance With Worker's Compensation Laws Performance Bond Payment Bond Maintenance Bond Contract APPENDIX A Permits/Eas�ments D APPENDIX B SRF Funding � � � m � L*J l� � �`I IJ � � � �� . � . a. Notice to Bidders . � � � De a' e otice to Bidders ttldN a Special Inst�uctions to Bidders 0 0 a � 0 �- a lJ L�J � l�J �� l�J l�l Sealed bids for the following: NOTICE TO BIDDERS Main BR and Main 279 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 7, Contract 1), Part 4 Unit 1 D.O.E. No. 2475 Unit 2 D.O.E. No. 2582 Unit 3 D.O.E. No. 2583 UNIT 1 24 EA Manholes (DOE 2475) 10 LF 6-inch PVC Sanitary Sewer by Open Cut 4,325 LF 8-inch PVC Sanitary Sewer by Open Cirt 126 LF 8-inch DIP Sanitary Sewer by Open Cut 317 LF 6 to 8-inch Sanitary Sewer by Pipe Enlargement � IJNTT 2 (DOE 2582) � UNIT 3 (DOE 2583) � D 12 EA 22 LF 2,855 LF 227 LF 28 108 18 2,994 679 178 173 Manholes 6-inch PVC Sanitary Sewer by Open Cut 8-inch PVC Sanitary Sewer by Open Cut 8-inch DIP Sanitary Sewer by Open G�t EA Manholes LF 6-inch PVC Sanitary Sewer by Open Cut LF 6-inch DIP Sanitary Sewer by Open C�t LF 8-inch PVC Sanitary Sewer by Open Cut LF 8-inch DIP Sanitary Sewer by Open Cut LF 8-inch DIP Sanitary Sewer by Other than Open Cut LF 6 to 8-inch Sanitary Sewer by Pipe Enlargement � 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. on Thursday, October 14, 1999 and then publicly opened and read aloud at 2:00 p.m. in the City Council Chaxnbers. Plans, specifications and contract documents for this project may be obtained at the offices n of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. One � set of documents will be provided to prospective bidders for a deposit of Fifty Dollars ($50.00). !�1 � lJ � � A pre-bid conference will not be held for this project. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Bidders must submit the complete spec�cations book or risk rejection of bid. For additional inforrnation, please contact Mr. Michael Domenech, P.E. at 332-5474 (ext. 39} or Mr. Stephen 7ames, P.E. at 332-8977. ADVERT'ISING DATES: September 16, 1999 September 23, 1999 � A-1 � DETAILED NOTICE TO BIDDERS � � � � l�J Sealed proposals for the following: Main BR and Main 279 Drainage Area Sanitary Sewer System Reha6ilitation and Improvements (Group 7, Contract 1), Part 4 Unit 1 D.O.E. No. 2475 Unit 2 D.O.E. No. 2582 Unit 3 D.O.E. No. 2583 addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, wil] be received at the Purchasing Office unril 1:30 p.m. on Thursday, October 14, 1999 and then publicly opened and read aloud at 2:00 p.m. in the City Council Chambers. D 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 (50.00) dollar deposit is required for the first set of documents and additional sets may be purchased on a non-refundable basis for fifty (50.00) dollars for each set. These documents contain additional information for prospective bidders. � LJ LJ u � All bidders will be required to comply with provision 5159 of "Vernon's Civil Statutes" of the State of Texas with respect to 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 10-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 this project shall consist of iJNIT 1 24 EA Manholes (DOE 2475) 10 LF 6-inch PVC Sanitary Sewer by Open Cut 4,325 LF 8-inch PVC Sanitary Sewer by Open Cut 126 LF 8-inch DIP Sanitary Sewer by Open Cut 317 LF 6 to 8-inch Sanitary Sewer by Pipe Enlargement UNTT 2 12 EA Manholes (DOE 2582) 22 LF 6-inch PVC Sanitary Sewer by Open Cut 2,855 LF 8-inch PVC Sanitary Sewer by Open Cut 227 LF 8-inch DIP Sanitary Sewer by Open Cut n LTNIT 3 L� (DOE 2583) L, u � � L� 28 108 18 2,994 679 178 173 EA Manholes LF 6-inch PVC Sanitary Sewer by Open Cut LF 6-inch DIP Sanitary Sewer by Open C�t LF 8-inch PVC Sanitary Sewer by Open Cut LF 8-inch DIP Sanitary Sewer by Open Cut LF 8-inch DIP Sanitary Sewer by Other than Open Cut LF 6 to 8-inch Sanitary Sewer by Pipe Enlargement and all necessary appurtenances and incidental work to provide a complete and serviceable project. Included in the above will be all other miscellaneous items of construction as outlined in the Specificarions and Contract Documents. A pre-bid conference will not be held for this projec�t. a DNB-i L�J 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 documents at any time. Bidders must complete the Dproposal 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 Awazd of Contract, if made, will be within ninety (90) days after the opening of bids, but in no case will the awazd be made until all the necessary investigations are made as to the responsibility of the bidder to whom it is proposed to awazd the Contract. � � � � � SUBMISSION OF BID(S) AND AWARD OF CONTRACT(S): This document is designed as three (3) separate contract documents and shall not be construed as fieing a single contract. The proposal sections are provided as three (3) individual proposals with three (3) individuai Nf}WBE specifications and are arranged in units to allow prospective bidders to submit bids on one unit, or all units. Award of contract(s), if made, shall be to the responsive low bidder for each individual unit. If a contractor is the responsive low bidder on multiple units, then a single set of contract documents consisting of all applicable units will be created and one single award of contract shall be made. The Contractor shall comply with the City's M/WBE Ordinance on each individual unit. Construcrion time on all units will run concurrently. For sit�rations involving approved contracts with multiple units, the total allowable construction completion time period for all the units shall be the same as the unit with the longest construction time period within such contracts. Any contract or contracts awarded under this Detailed Notice to Bidders are expected to be funded in part by a loan from the Texas Water Development Boazd. This contract is contingent upon release of funds from the Texas Water Development Board. Neither the State of Texas nor any of its departments, agencies, or employees is or will be a party to this Detailed norice to Bidders or any resulting contract. � In accord with City of Fort Worth Ordinance No. 11923, the City of Fort Worth has goals for the participation of Disadvantaged Enterprise in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the M/WBE LTTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, and/or the GOOD FAITH EFFORT FORM ("Documentation"), as appropriate. The Documentation must be received by D the contracring department no later than 5:00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the contracting department to whom delivery was made. Such receipt shall be evidence that the Documentation was received by the City. � � L�� •7 l�l � � The Contracting Deparhnent for this project is the Engineering Department. For additional information concerning this project, please contact Michael Domenech, P.E., Project Manager, at 332-5474 (ext.39) or Stephen James, P.E. at 332- 8977. BOB TERRELL CITY MANAGER GLORIA PEARSON CITY SECRETARY Department of Engineering A. Douglas Rademaker, P.E., Director � C By: [ ��.� J () � � Rick Trice, P.E. Manager, Consultant Services ADVERTISING DATES: September 16, 1999 September 23, 1999 DNB-2 u � � l�l LJ �II � � u SPECIAL INSTRUCTION TO BIDDERS . (WATER DEPARTMENZ� I. �R AF UALIFICATi(?N RFA : AII contra�ciors submitting bids are required to be prequalifie�I by the Fort Worth Wafer Department prior to submitting bids. This prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contractAr. It is the bidder's responsibility to submit the following documentation: a current financial statement, an acr,eptable experienc� racord, an acceptable equipment schedule and any other documents the Department may deem . necessary, to the Director of the Water Depart�nent at least seven ('n calendar days prior to the date of the opening of bids. � (a) The financial stafement i�equired shall have been prepared by an independ�t certified public accountant or� an independent public a�ccountant holding a valid pemut issued by an ay�.�,r�;ate State licensing agency and shall ha.ve been so prepared as �to reflect the financial status of the submitting company. This statement must be curi�nt and not more than one (1) .year old. In the case that a bidding date falls within the time a new statement is � being . prepared, the previous statement shall be updated by proper verification. � � - (b) For �an experience re�ord to be �considered to be a,cceptable for a given project, it must a�° reflect the e�perience of the firm see�ng qualification in work of both the same nature . and technical levei as thai of the pmject for which bids are to be receivefl. L�J � � � u �� (c) The Director of the Water Department sball be the sole judge as to �the accepi�biiity for financial qualification to �bid on any Fort Worth Water Department project. (� Bids received in excess of the bid limit shall be oonsidered non responsive and wi1l be rejected as such. (e) The City, in it's sole discretion, may reje�t any bid for failure to demonstr�te eaperience and/or expertise. ( fl Any proposals submitted by a non prequalified bidder shall be returned unopened, and if inadvertentiy opened, shall not be considered. . (g) The City will attempt to notify praspective bidders whose qualif cations (financial or experience) are not de�med to be appropriate to the nature andlor magnitude of the project on which bids are to be received. Failure to notify shall not be a waiv�r of any necessarY Prequalification. -1- � D D D � D � D O D 2. BID SEG'`TJRI'CY: A cashier's che�k or acc�table bidder's bond payable t,o the City of Fort Worth in an amount of not less than five pencent (S 4b) of the largest possible total of the bid submitted must ac�ompany the bid, and is subject to forfeiture in the event the successful bidder fails to ezecuie the Contract Documents vvithin (10) days after the contraci has been awarded. To be an�acc;eptable surety on the bond, (1) the name of the surety shall be included on the cunent 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�iicense�i to do business in the State of Teacas. The amount of the bond shall not exceed the amount shown 3. 4. on the Z�r�easury list or on�tenth (1/10) the total capital and surplus. BONDS: A performance bond, a payment�bond and a maintenance bond each for one , hundred (IOOgb) perc�nt of the cont�ac,t price will be required; Reference C 3-3.7. WAGE RA.TFS; Not less than the prevailing wage raies established by the City of fort Worth, Teaas and as set forth in the contract documents must be paid on thi.s project. 5. ��GLTITY: In the c�.se of ambiguity or Iack of clearness in stating prices in the Proposai the City reserves the right to adopt the most advantageous crtonstniction thereof to the City or to reject the Proposal. . � � f 6. BIDDER LICFNSE: Bidder mast be a licensed Contractor in the State of Texas. _ t D D D f � • D D. 0 �� D 7. N4NRESIDFI�I'T BIDDERS: Pursuant to Article 601g, Te�as Revised Civi1 Statutes, the City of Fort Worth will not award this � contract to a nonresident bidder unless the aonresident's bid is lower than the lowest- bid submitt,ed by a responsible Texas resident bidder by the same amount that a Tezas resident bidder would be required to underbid a nonresdent bidder to obtain a comparable contract in the State in which the nonresident's ; principat pl.ace of business is located. - . "Nonresident bidder" means a bidder whose principal pla�ce of business is not in the State of Texas, but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in the State of Texas. ' This provision does not apply if t�is contract involves Federal funds. � l■J � The appropriate� blan�s of the Proposal must be filled out by all nonresideat bidders in D. order for the bid to meet speciGfications. The failure of a nonresident contra�cctor to do so � . will automatically disquaiify that bidder. D _ 8. � � ��J Lf LJ � �•l � � � � � f! � C �� 'AYMENT: If the contract amount is �25,000 or less, the contract amount shall be paid within foriy-five (45� calendar days after completion and acceptance by ihe City. 9. AGE: In accordanc� with the policy ("Policy") of the Executive �Branch of the Federal .Government, Contractor covenants that neither it, nor any of its officers, membeis, agents, employees, program participants or subconiractors while engage�i �in performing this contract, shall, in connection with the employment; advancement or discharge of employees in connection with the terms, conditions or privileges of their employment, discriminate against persons because of tlieir age eaccept on t�ie basis of a bona fide occupational qualification, retirement p1an, or statutory requiremen�. Contractor fur�er covenants that neither it nor its officers, membexs, agents, employees, subcoatractors, Prograzn Participants, or persons acting on their behalf, shall specify, in solicitations or advei tisem�nts for employees to work on this contract, a maximum age Iimit for such�emp�o.yment unless the s�ecified maximum age Iimit is based upon a bona fide. occupational quaiification, retiremeiit plan or statutory requirements. Conhactor war=an�s it will�fully comply with the policy and will defend, indemnify and hold City harmiess againsi any claims or alYegations asserted by third parties or subcontractors and/or its subcontractors' alleged failure to comply with the above referenced Policy concerning age discrimination in the perfoi-�tiance of this agre�ment. 10. DISABII111TY: In accordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA"), Contraaior wanants that� it and any and all of iis sut�ntra�ctbrs wi11 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. Cont�ra�ctor wanants it will fully comply with the ADFA's provisions and any other applicable Federal, State and locallaws concerning disability and will defend, indemni.fy and hold City harmless against any claims or allegations asserted by third parties or sulicontractors against City arising out of contractor`s and/or its subcontractors' alleged failure to comply with the above referenced Policy concerning age discrirnination in the � performance of this �a�greement. . �# .. � � 11. �•J � !J LJ L�J � � � � � l�J � � � L�J �'1 MINORITY AND WOMEN BUSINESS ENTERPRISES: In accordance with the 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, PRIlVI� CONTRACTOR WAIVER FROM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The documentation must be received no later than 5:00 PM, five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render ihe bid nonresponsive. Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Women Business Enterprise (WBE) on the contract and payment thereof. Contractor further agrees to permit any audit andlor eacamination of any books, records or files in its possession that will substantiate the actual work performed by an MBE andlor 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 Iocal 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. -4- �I L+�J � l � �� ,. .. f� PART B Unit 1 Construction 111�/WBE Speci ications Proposal Unit 2 Cohstructz'on 112/WBE Speci icat�'ons Proposal Unit 3 Constructz'on 11�/WBE Speci icatz'ons Proposal u fl � fl- � NOTE: M/WBE GOALS ARE DIFFERENT FOR UNITS 1, 2 AND 3 CONSTR UCTION SEPARATE M/WBE DOCUMENTATION MUST BE SUBMITTED WITH THE PROPOSAL FOR EACH UNIT l - ,� r . .� . � . -�- J � -r- � �- � ��' -r- � � --�— � .- � � � � � ` l J. � � � � � � �� l LJ I; � ATTACHMENT 1A DEI°T OF ,� - � PAGE 1 of 2 �� . Gty of Fort Worth � �i�i��i� and Women Business Enterprise Specifications 0�� r 2G �� MBENVBE UTiLtZATlON FORM �/ � � �"c�C� �� C�'� r`�C ��IScs � `"� � l � S � P COMPANY NAME ,/ /, BID IIATE 2�L� � � � GC�Ji7 �c�� 7 � Pf�OJECT � p.� ��l�- �—; � PRO ECT N fVIBER � � � / �' � ° � ClTY'S MMBE PROJECT GOAL �. � MMBE PERCENTAG� ACHI�tVED Failure to complete this form, in 'sts entirety with supportirtg documentation, and received by the Managing Department on or before 5:00 p.m. five (5j City business days after the bid opening, excfusive of the bid opening date, witl result in the bid being considered non-responsive to bid specifications. The undersigned bidder agrees to enter intd a formal agreement with the MSE andlor WBE firrns for work listed in this schedute, conditioned upon execution oi a contract with tfie City of Fort Worth. The intentionat andlor knowing misrepresentation of facts is grounds for consideration of disqualification and wil! result in the bid being considered �on-responsive to specifications. -- ��;:.Company Name� Contact Name,:;�' •Ceitified .Specify A!I Contradirig Spec"�fy All (tems to be �_ -•Do(Iar Amount_ :. � ,,�;Address and Telephone Nd r � - >r,x- �i Scope'of 1Nork(') �}-`� �; ; Supptied(')_ � �`, .= :�� 4 �,,; ,..} �t - ,t. rt'.a 'a^ a'a,�. � . .,�. �.r'� . .Q'`� #_ . ,� ^^� ,� �t.� � 'c�`- Y'"' � :- ' � i . i�y�. ; ' ■ � .�?:;�+y� 3 - 3f. _ x ��% : �-' .-�. s,�` � s�r a�+ r � ^'r . s3 r" • i) �-' : �, , f s �s,A � �� r '�'� "� �i� ��" �r,7�� :,,�. .xg i�L z -� y�' �.�=,t � f e J�' �x� :.s"� � � ' Fr �' + � N � � �, � j ' . � ��"� � '`'� St- �-^- ;`.*� ��'� 'Y- . "'�._ ..C.� � - y � qs� s. i "+� - `,' .Y . �•r C1.'� �.•t��`r,-: a .R %. � 3 ", �~�" �*e � U �... •s �v.z e ��. :' `..'� .-i . �;�k, . %,�y r: ,�.ae z-�., ,� .� .a. !Ji F > � r �F � F. , � i��a'^''�^��,y �` 's-'s-'� __' - y. �� +?,_"� �x. '`,.��C'�R. �S . -+e �,ti t� �. .Y �,�"'�e . .�. `�' Y�:, s, r+ry%"#-+�`,,,-". �. S s� �" .=� �- r Z '��''_ y- f, �•* o,.5, r.?� �.,e � i. A 3-'4' �: �'_ ii"- ' '' r- ;r+Cs ,�...�'�.a.��.��'�+'.Y. r.-'��-'*Sa ,e-�-.�i.p�;"', .,.;�•3� :� 'qr�-��t'. -_..��.^„�'v'G•-=a^�-�'s�, x� . ._ s�-.-<:sr :';ctia - .^�`"�;'�a-��::��- - ' , �c�� 'A,Yn �►1"n � 1� ��i � - a.�i01 P.lu��,a�-� Ce.�. , t� • U � i� 1 ., c�, Q� � t�'"� � I g voo �° " #R��- �� -R�7� r I �� i� C+ . � -- . 1' �a _ �• � r.•. ��-;-f?� .� �o�.l,n. M . t F � (',��,c:cr�- �� . Fm �+a8 � ,�!�.n�.� , � . � � ��7' �40 ��. - 0�3'1 nI�1 �N �� U" � l 10� °�' I ��. '�Y�Q n c�vt�c • � � � ��.,C-7�'t.�_ P•o. ��►-��ic �` %% n ��x . � . ` . '� l�a.D� �`�/ ��.��% � 5, 004 ,a' � ��'� - �-�3= 5 "o1-O �'� � � �;:��;�JlNVBEs must belocated in $�nine)�county.maric�"tpla'ce or c�irrently cloing'business in xhe maitietptace at the tirne, of bid. :: :_ � � �.. - ... . " �a�I:areasmviihicii�MMB�,s'ar`etobe'ii6T '�t �''M;•�'.��!f-'• � `�`•b'��"�ii� `�;<<� " yt�r"` .F>�`�. �"�`�P?dfY : . . .. _ �zed �n�iloci�erris"�cbesiipp%ed �'�;�:,_,}_ _ z�:�;•wk,;�. �; F ,_ ` ` ` .� �. }� r� � e.: •,�s�.. _ .� �o-' •Y' � �:r;.�.ia. •o�, �,i.."c. x � ("� �:omp}ete�TrsUng'of dems fo'be 'supp�l'►ed_is �+eqwr�d �n o7�der �o iece`ived a�d'ti towai� t�ie 1VIIV11¢E �oal � „�� , �;.: } k°_ � ',>., : � ,� IdenGfy each'T'�er 1eveL : . : - _ - •.':= _ "" .-'.' ..�. ,'Tier. JNearis the tev I'of subcontractin �' ri�' � .,�',� ; � '" % =r i :., . � . g . 9 below p coritracloNconsuttant, i.e. f�`; ,` � : l� ' ��-�� ; � <: - :�`•s,,;�;`�ti = -�p�:�;�� : ��'�ire"d�payment frum the'prime'eontrador to subcontiactor is considered �'!.tier, . °;' . ' �`� " . .. . • ''-'.. - - - . . '��'. -. �Payrrierit by a subcontrador to �s supptier is sidei - " ,_ ._ -__ - - con ed 2i° tiec. 'fHIS FORM MUST BE RECEIVED BY THE MANAGtNG DEPAf2TMENT $Y S:UO p.m., F1VE {5) CITY BUSINESS DAYS AFT�R BiD OPENING, EXCLUSIVE OF BID OPENING OA7EOPENING Rev 6/2/41 � � _ � ... ., . , r , •• . �__ .� r � --'.. � "" � _ � __ ; �. _, � � -- L. �-_ J� �. �` j -� � � J - �-- � ; � �` i ��. ...; �� 1 ,i D---- �� '�—�- �� ATTACHMENT 1A PAGE 2 of 2 c��y of Fo�t'Worth � Minority and Women Business Enterprise Specifcat�ons �„�;�Conipariy.idarrie��Contad?Name u` �Certified= =S,peciiy�All Con'traating: ��iw='.vY� a+_��i� i:l� '�MiP�^�.`��Lws� �p'i . .i�/K' .eli\_ J ;�';�Addre`ss��?eleptione Nb. - T_ �;`: _�.�� ;;;�Scope of�lAic't�c"(`�`j� : A s .� 'iss u.+s. � 'Q .�s aYLi. �`ak...��.G��t.�.`�' ��t�.�"' �`.-t ,�� "?.a. �. Wl" � +� � �U ��.�i'' +� �'F+'� �"�"� �� ; ��f��`=� 4'� Q� �.r''.F;�;:'�+s;?t �i` . �" "� � "� ^�-� :a�� a ' �,'� � �.e^a�_'-�--� ^,� 'i`a�' y ^�- �, �'��,'i ,'�„wv-n.t`'�CaY �=� �: � Z$ ;�iv �'t+`}'=`�-'� �- a -`�' � ��f^ �� a, '�a�*�d�' �, i �4 �'; �P. ��fi,�r, b?`yft_ t"�r�� • �EY:. �sl�'� ..r � 1 „'� S f�'wc'�' � • � �.c5 • °Y .�l A-QC� . ��. � �� v o -f...�� . q��a°� a�o'� �-�� , � ��a�/ � �� a,�-��.� �.�,�� .'} �.. I.�)��- `1b1�'� �i'�� - LI-S�-� �C�s � �� (� �� R�t •3 4� � t FM I i�� ; ��..�� , �. �6b�1 - � � qf5- b�6- q � �k7 �- �J�"�`G�� Specifjr'Atl.lfem� o be,; :;� �:: = � ;pollar.Arriount=: : ,� ��;��Suppliec�('��•��r��' y�U"._ 3Y.+'e %>.�.�y�:--''�i:��'� '�'"�+i.' a :'i:^.�>g...�'.�-a3`.� ••.,r�-�. . C. i ` =:. �^ �.�'�t�: ` �"..�, �'�£;;�y''"E'�;y'�►',�� k ��:` • �'��"-r'��" -,�'�: ,a�.�r�'M.s�oef�,_�`1��k , ''T.�- -C.��: +-.. '��'``�, r�„r�'��-'�^ �"'' ��=s`� � • ��"�" ; cn 1=-: �.�,w,.�, ,,. . . ...=.. + L* t '�`'�'�r: s.�•• e .,• • � . -: �� _ :^1%?� .;�'� Z;�i;`` . � :,:��-�:� �.�+`..c� " � fi: �`�-�":': =:-�'-�',:�`- ��:'_` � � "�� ,� � �� l� v-' 1 �r �-- � - � � �, �oo. � 5�0�O.o� i 5, aoo. � Yhe bidder further agrees to provide, directty to the City upon request; compfete and accurate information �egarding actual work performed by atl subcontractors, includ'+ng MBE (s) and/or WBE(s) arrangements submitted with this bid. The bidder �tso agrees to allow an audit and/or examination of any books, r+ecords and files hetd by �eir company that will substantiate the acfuat work perFormed by the MBE{sj and/or WBE{s) on this contract, by an authorized off,cer or empfoyee of the City. Any lntentional and/or knowing misrepresentation of facts witl be grounds for terminating the contract or debarment from City work for a period of not iess �an three (3j years and for initiatirtg action under Federal, State or Locat laws conceming hlse statements. Any fa7ure to comply with this ordinance and creates a materiat breach of contract may result in a determination of an irresponsibte offeror and barred hom �articipating in City worlc for a period of time not less than one (1) year. /� �` %�/� Y Address �- W o/�T--�— � � l� C� 1State2ip Code ` - � A�L Es and WBEs MUST BF CERTIFIEO BY THE CITY �EFO E CONTRAC7 AWARD .�------ - � r � � )S'a6�/ Authon d Signatur�e Printed Signature ��C%-i L�� ,� n�A-l' �>�— �� Title ' � Contact Name and 'iitte (If differentj � Q �' %� �U Cn ��-s . �{� �� -� �-� Company Name ` �� Tele hone N� ber �s) _ . . p � � '7 �c�G� r- �� z2� fax Number . d �� Date � / THIS FORbi h1l1ST BE RECEI►'ED Bl' THE FIA�AGItiG DEPARTME!vT Bl' S:dO p.m.. �R'E (5) CITI' Bt�5[\ESS pA1'S AFTEFL BiD OPENING. EXCLUSIVE OF 8[D OPEKING DATEOPENMG i2ev 6/2148 � .. �• � � � ` 1---.- - � � -_ ,� . � r � P � —�� - L __ r-_ . _ ' L.� `� L,, � �' 1 � _ , ��` -;- -� D = --�- �� ATTACHMENT 1A PAGE 2 of 2 city of Fort Worth Minority and Women Business Enterprise Specifications �ompan�`�y Na��o�ta ;Name � �Certfied ��.pe�fy �l Coniracti��: ��-�Address ar�cl�Te�'lept►�o e o. � :x��-� ;Scope b�Wc�c(,�r..,.�• �� " � i �� -f °,'-.� ��.�.-��.-�y� ��= � � '` �"'S�� ,�� ; -� : O �'� _�}}'��'�-��.�s �' �,�� v°�� 3`�%�.C�ra� p � '� � ','�-�j+�- �t0'Z L��f ,�5a+'$r�-��*r.'' '�R: ` �, s� y+ � 1' S .t "� � �..� i^w '� a `Z ,s�^ L � �� .�{��' � ��M� ^�,.is��.T ��. �'1.��;xiw. �'L.4 z LiC�M '.i. 4['. I' \U� aLn� d� �A� �..tT'��4 � Q ,(, t RI� 4 'S�a9 �c � q 1 I C� .�.#- • �V '1'Yi,ir� S�D��c� �, � • ��60�5 ;;'•.S c Ali Items"�obe � :�;;:, ' . ;Doliar•'Ariiount�� S�;�SuppliecY('')�+i��, ._r-•» _ �.•K==��•z ,a� .--:.-+. i . � 'ds �3 .f .`�U ' 3 Yx r»y*-,--rY �r{�'-. - s,._�e;r�"�'�"��:�.�°: _ � �. ? � �*- s��--' w, �..=�: :�.� �� .:� �. ,�� •,-v s�i .� �s�:�,- ��.�,-:= , �= • - �,� �"_�'��'� s¢ t... � •,t ' m ^�.. 'c��{.�''`e,"'�„+^7's.s�+r � - �'� y. °_-. - ili ►"'` f° � :2- s_-� -. �a`�'°��t ',�5�'+ 5�y['� ��'y i� a�„�•�) ��`st s �-�. `�,t`'}-,+,..L�;�` � � "i . k�r'�Z vS�s. 14+ ��. . ' .':' .. �'s . ... t e �"ti ,.'-�'a" �=� � rI � 1?00 , � The bidder further agrees to provide, directly to the City upon request, comptete and accurate information regarding actual work performed by ail subcontractors, inctuding MBE (sj and/or WBE(s) arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files he(d by their company that will substantiate the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or employee of the City. Any intentionai and/or knowing misrepresentation of facts witl be grounds for terminating the contract or debarment from City work for a period of not Iess than three (3j years and for i�itiating action under Federal, State or Locat taws conceming fafse statements. Any failure to comply with this ordinance and creates a material 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. ALL MBEs d WBEs MUST BE CERfIFIED BY THE CITY BEFORE CO RACT AWARD � ,(i}rLL /�i2� i� Authoriz ignature Printed Signature ' � C�l, ��6� Title � Contact Name and Title (Ef different) � oG 6� C�� Q�� `� �� - D� Z a Com,pany Name 7elephone4�lumber (s) �� S � . �'I � �. �--j4--� �1 �7 �� Z � Address )�_ Fax Number r ��-(�l �k7��/ d�� City/State ip Code Date � THIS FORb1 1�1UST BE REC£IVED BY THE M1tA1AGIrC DEPARTMENT Bl' S:00 p.m., FR'E (5) CITI' B��5(\ESS D.al"S AfTER 8ID OPEiVING, EXCLUSIVE OF BtD OPENINC DATEOPENIIVG Rev 612198 l! l�J � � LJ L�J � L�!J l�J � L�l � � � � l�. �■I � �I f,�', L�J PART B - PROPOSAL LTNIT 1 CONSTRUCTION (This proposal must not be removed from this book of Contract Documents). TO: Bob Terrell City Manager Fort Worth, Texas PROPOSAL FOR: The furnishing of aIl materials, except materials specified to be fumished by the City, equipment and labor for: Main BR and Main 279 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 7, Contract 1), Part 4 Sewer Project No. PS5&070580410060 D.O.E. No. 2475 The major work on this project shall consist of: iJNIT 1 24 EA Manholes (DOE 2475) 10 LF 6-inch PVC Sanitary Sewer by Open Cut 4,325 LF 8-inch PVC Sanitary Sewer by Open Cut 126 LF 8-inch DIP Sanitary Sewer by Open Cut 317 LF 6 to 8-inch Sanitary Sewer by Pipe Enlargement and all necessary appurtenances and incidental work to provide a complete and serviceable project. Pursuant to the foregoing "Notice to Bidders," the undersigned Bidder, having thoroughly examined the Contract Documents, including plans, special contract documents, and the General Contract Documents and General Specifcations for Water Department Projects, the site of the project and understanding the amount of work to be done, and the prevailing conditions, hereby proposes to do all the work, fiunish all labor, equipment and material except as specified to be furnished by the City, which is necessary to fully comnlete the work as provided in the plans and Contract Documents and subject to the inspection and approval of the Director of the Department of Engineering of the City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal to execute a contract and furnish an approved Performance Bond, Payment Bond, Maintenance Bond, and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work. Contractor proposes to do the work within the time stated and for the following sums: (Furnish and install, including all appurtenant work, complete in place, the following items) ("D-No." refers to the related items in Part D- Special Conditions): NOTE: A BID MAY BE SUBMITTED ON EITI�R LTNIT 1, UrTIT 2, U1�1IT 3 OR ALL, AT THE CONT'RACTOR' S OPINION. Bl-1 � D � a O � O � O O O � � � Q a D a 0 MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND 1MPROVEMENTS (GROUP 7, CONTRACT 1), PART 4 Item No. Approxirr�ate Quantity 10 LF UNIT 1 CONSTRUCTiON Description of item With Bid Price Written 1n Words Unit Amount Price Bid 1 2 3 4 *6-inch PVC San. Sewer Pipe (All depths a(� m 2 � `f Dollars � �-, � and _ O-- Cents $ � $ � Per Linear Foot 4,325 LF '8-inch PVC San. Sewer Pipe (All depths) n �o� �t ��v Dollars �� o� m � and -- � " Cents $ �S $ � / ��,� ZS Per Linear Foot� 126 LF 8-inch DIP San. Sewer Pipe (All de th ) (�a �f`— i t J�Dollars ��— • � Om� and r- d � Cents $ � � $ � � Per Linear Foot 317 LF *"6" to 8" Sewer Rehab By Pipe Enlargement (All depths) � Ccr� �')ft-E(/CT�; 1Tc � Dollars C� � and �--J.� Cents $ � J $ � � � � S Per Linear Foot 5 23 EA Standard 4�-F�oot Dia. SSM� �0� � to 6-�ot th �� lc� .f� �� Dollars and �� -- Cents $ �� $ �� Per Each 0 15 VF Extra Depth Over 6-Feet for �Q_ Standay� 4-Fo Dia. SSMH � � � a(� �� n� 4�� 2��Dollars (�' Q and �-- � Cents $ ��" $ Per Vertical Foot '," Contractor must complete City Approved Product and Approved Method Form on Page B1-8 B1-2 � MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1), PART 4 D � Item No. Q 7 � D $ a D 9 O � : 10 D � 11 O � 12 a D 13 a � � . � UNIT 1 CONSTRUCTION Approximate Description of Item With Quantity Bid Price Written In Words Unit Amount Price Bid 1 EA Standard 4-Foot Dia. Shallow�l�sys�� to 6�o�.Depth � � (c� fub ��-�� Dollars �� ,Z � � and •--C�— Cents $ $ � Per Each 24 EA Vacuum Test SSM� J�� F`l�� aC� DoU� � Doilars J � and ,.—O �- Cents $ L �� $ � � C�C� Per Each � � 24 EA Con�cre Colla for SSMH � � (�a l-l-�-c�r��A�� ollar� Q� � and ti_ D�- Cents $��$ � �!/� Per Each � 24 EA Watertight Insert f r SS�� (C� �-�'�c�� " Dollars � /' �� and � � Cents $ �� $ � �� Per Each 27 VF SSMH Corro ion Res�stant Coating � an �� h �ollars � Q „1 and -� �� ,� Cents $ $ �� U Per Vertical Foot 111 EA 4-inch ervic�� Tap �O�en�ut)�; � � un �,c�o �::rN � Dollars % ' and � o �-- Cents $ v�o $ Per Each � z7?S� 3 EA 4-inc Service p(Pi e E r ent) _� �^� a� . � ,�, �, o� �� and � �� Cents $ � $ � �. � Per Each B1-3 � U � � D U CJ a � � � U � a D D � � � MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABIL1TA710N AND IMPROVEMENTS (GROUP 7, CONTRACT 1), PART 4 UNIT 1 CONSTRUCTION item Approximate Description of Item With No. Quantity Bid Price Written In Words 14 1,388 LF *4-inch Diameter PVC Sanitary Sewer Service Line an /�- �.�� Dollars . and ,� o— Cents Per Linear Foot 15 16 17 �� 19 Unit Price � � �- Amount Bid Bd $ f� ��D 100 LF "4-inch Diameter PVC Sanitary Sewer Service Line - Reroute on Private Property (o� "'!�'�t��'�!' Dollars ,c� � m� and — �— Cents $ �%C/ $ � �(t�"C,% Per Linear Foot � 25 EA 6-inch Servic Tap (Op ut � �� (a� �� ✓�� -� I ars '% /� and ---c��-- Cents $ C�� $ (� 7iSV Per Each 427 LF *6-inch Diameter PVC Sanitary Sewer Servic e � �r q2 � � � Dollars � �, �� and r-- Cents $ 4-- $ � � Per Linear Foot 3,471 LF Trench Safety System (> 5 FT. Depths) '�� (cr� J'%'��-d Dollars �/ �``� � and �.��',� Cents $ � $ �� Per Linear Foot 1,833 LF Pre-Construction N Inspection for Sanita Sewers � (�j � iv � Q Dollars `� j and -- o r-- Cents $ � $ / ��(� Per Linear Foot * Contractor must complete City Approved Product Form on Page 61-8 B1-4 a O D 0 � � U D � Q O D � � a 0 L� O � MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1), PART 4 - UNIT 1 CONSTRUCTION ftem Approximate Description of Item With No. 4uantity Bid Price Written In Words 20 4,784 LF Post-Construction TV Inspection/ o�f Sanitary Sewers (a� �/�tJC Dollars and � d — Cents Per Linear Foot 21 22 23 24 i►,�, u��t Price l`� $ Amount Bid � ��? 5��0 100 LF Curb and Gutter Replacement � (a� �, 27- y Dollars �-- and '- � r Cents $ � (�i $ Per Linear Foot � .� c+ � ♦ 125 SY Concrete Driveway Repiacement (c� �� Dollars 0--- �� - and ^ D'— Cents $ � � $ �� Per Square Yard 72 SY Asphait Driveway Rep�ement � (� �,� Y� /� Dollars �'' �� and r-- D.— Cents $ �� $ �_ � �� Per Square Yard 35 SY Concrete Sidewalk Replacement � � a(� -�,�^r�� Dollars and �-- �) �- Cents $ � $ � �� Per Square Yard 12 EA Pre-�str �tion. _DIn� t'�� y ~� � � ,^��-- Ca� � i,� )� ��1�1U Dollars $ � $ 3 �V and `��I � Cents ' Per Each 26 2 EA Cut, Plug & Ab 7 ndon Exist. Sew Lines ' � e 0 a(� �,�� Dollars +-� � �7 and — � �- Cents $ � Q � $ �� v Per Each B1-5 D D � � � � D a D a D � a D � D D D D MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1), PART 4 Item No. 27 UNlT 1 CONSTRUCTION Approximate Description of Item With Quantity Bid Price Written In Words 18 EA Remove Existi SSMH (a� �u c �N��ollars and ,._-_ �.'�-- Cents Per Each Unit Amount Price Bid � �� $ � G� $ �%�� 28 29 � 6 EA Abandon Existi ,�� SSMH @ e�� 2-��ollars and �—� .— Cents Per Each �O �� -��C� $ � oQ�1 32 LF Sag Adjustment for Pipe Enlargement Q fl � � Ca� �� Dollars �a ��-� and f--- c�— Cents $ ! � $ �� Per Linear Foot 20 LF Concrete Encase en�r GCD Fig. 113 (p� `i�c,c�yr `c.�9Allars �� and �-- -- Cents $ �� $ � �� Per Linear Foot � � �� 31 1 TON Cas on Fitt�s S� �LOj�T � � � a(� ��! � / �� Dollars /� ` and �-- C7 ---- Cents $ � �p� $ / �� Per Ton 32 33 1,366 LF HMA� ement Repair per Fig. 4 �� /�`�Q'> � @ � �T�-�� ollars $ � � $ `7 / D! p and �> �� Cents Per Linear Foot f 93 LF Concrete Pavement Repair per Fig. 2 a(� � � Q c�lars �- and �ti-- � -- Cents Per Linear Foot 6 C� � Q $ �� S/�.S � 61-6 a � � � � � � � a U � � U a a 0 a D � MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1), PART 4 UNIT 1 CONSTRUCTION Item Approximate Description of Item With Unit No. Quantity Bid Price Written In Words Price 34 404 LF Concre Pavemen Repair per Fig. 1 /� ��= a(� �.�'r`�- <«'2 Doliars $ `�p ✓ and � � � Cents Per Linear Foot 35 510 SY 6" Topsoil C�a 'e,�� and i-�- i�y Per Square Yard � S� Dollars $ � Cents 36 37 Amount Bid � � � l g'0� 00 $ �� - �� 245 LF Bermuda Grass Solid Sod Replacement z�-- �-- a(� �z �'� Dollars $ ✓ $ � �� and �-- a-- Cents v Per Linear Foot oa 783 LF Hydromulch Seeding Complete in Place �� ./� --� (o� (�%.�% cs= Dollars $ ( $ �S and r-- a� Cents Per Linear Foot � � TOTAL AMOUNT OF BID - UNIT 1 $ `�/ `� 0�' v✓� (TRANSFER TOTAL TO PAGE B-SUMMARY) B1-7 � CITY APPROVED PRODUCT AND APPROVED METHOD FOR *,** * CONTRACTOR SHALL SELECT TYPE OF PIPE TO D BE USED STANDARD SPEC NO. SIZE aE1-31 4" thru 30" E1-25 4" thrn 15" 0 E1-27 4"thru 15" � E1-28 18" thru 27" E100-2 18" thru 48" aConsult the "City of Fort Worth, Texas, Texas Standard Product List" to obtain the Generic/Trade Name and the Manufacturer for the pipes listed above. O** CONTRACTOR TO INDICATE PIPE ENLARGEMENT METHOD BEING USED AND PROVIDE NAME OF CONTRACTOR FOR INSTALLATION: 0 PIM Method Name of Subcontractor if Applicable a T.R.S. System Name of Subcontractor if Applicable McConnell Method Name of Subcontractor if Applicable Expanded System Name of Subcontractor if Applicable � Note: Only tee service connections will be allowed � U a 0 a aFailure to provide the information required above may result in rejection of bid as non-responsive. Only products listed above will be allowed for use in this project. Any substitution shall resuit in rejection of bid 0 As non-responsive. A:/material.doc a B�_S � �� I� � Within ten (10) days after notification by the City, the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of the Contract. The atta.ched bid security in the amount of is to become the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set forth, as liquidated damages for the delay and additional work caused thereby. The undersigned bidder certified that he has been furnished at least one set of the General Contract � Documents and General Specifications for Water Department Projects dated January 1, 1978, including latest revisions, and that he has read and thoroughly understands all the requirements and conditions of those General Documents and the specific Contract Documents and appurtenant plans. l■1 L■J The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors, or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. � The Bidder agrees to begin construction within ten (10) calendar days er issue of the work order, and Dto complete the contract (UNIT 1) withi one hnndred thirty (130) alendar days after beginning construction as set forth in the written w k order to be furnishe v the Owner. �*J � � (Complete A or B below, as applicable ❑ A. The principal place of business of our company is in the State of 0 ❑ . � a 0 � 0 0 Nonresident bidders in the�State of , our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the sta.tute is attached. Nonresident bidders in the State of , our prin�eipal place of business, are not required to underbid resident bidders. The principal place of business of our company or our parent company or majority owner is in the State of Texas. a Bl_9 � ' � � � � � � � � � � � � � � � � � Receipt is aclrnowledged of the Addendum No. 1 Addendum No. 2 Addendum No. 3 (SEAL) If Bidder is Corporatio Date: � � I � � � c1 � � Respectfully submitted, By: �� P � ; Title Address Telephone BI-10 -- , , � � , ' i 1 1 � � � PART C General Condit�'ons � � �� Supplementary Condit�'ons � � � � � � � L�'J � � � � � � � PART C - GENERAL CONDITEONS TABLE OF CONTENTS NOVEMBER, l, 1987 TABLE OF CONTENTS , C1-1 C1-l.l C1-1.2 C1-1.3 C1-1.4 C1-1.5 C1-1.6 C1-1.7 C1-1.8 C1-1.9 C1-1.10 C1-1.11 c�-i.�2 C1-K1.13 C1��..14 C1=1.15� C1=3.16 C1-I.17 C1-1.18 C1-1.19 C1-1.20 C1-1.21 C1-1.22 C1-1.23 C1-1.24 C1-1.25 C1-1.26 C1-1.27 C1-1.28 C1-1.29 C1-1.30 C1-1.31 C1-1.32 DEFINITIONS Definition of Terms Contract Documents Notice to Bidders Proposal Bidder , General Conditions Special Conditions Specifications Bond Contract Plans, City City C'ounc'il Ma�or City�.Manager� Ci.ty . A�torney - Director of�Fublic Works bireCtor, City Water Department Engineer �. Contractor � Sureti�es The Work or Project Working Day Calendar Day Legal Holiday Abbreviations Change Order Paved Streets and Alleys Unpaved Streets and Alleys City Streets Roadway Gravel Street C1-1 C1-1 C1-1 C1-1 Cl-1 C1-1 C1-1 Cl-I. Cl-1 C1-1 C1-1 ci-i C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 Cl-1 Cl-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 (1) (1) (2) (2) (2) (2) (2) (2) (2) (3) (3) (3) (3) t3) (3) (3) (4) (4) (4) (4) (4) (4) (4) (4) (4) (5) (6) t6) (6) (6) (6) (6) C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 Proposal Form C2-2•2 Interpretation of Quantities C2-2.3 Examination of Contract Documents and Site C2-�.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 Delivery of Proposal C2-2,8 Withdrawing Proposals C2-2.9 Telegraphic Modification of Froposals C2-2.10 Public Opening of Proposal C2-2.11 Irregular Proposals C2-2.12 Disqualification of Bidders C3-3 C3-3.1 C3-3.2 C3-3.3 C3-3.4 C3-3.5 C3-3.6 C3-3.7 C3-3.8 C3-3.9 C3-3.10 C3-3.11 C3-3.12 C3-3.13 C3-3.14 C3-3.15 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 C5-5.1 C5-5.2 CS-5.3 CS-5.4 CS-5.5 CS-5.6 C5-5.7 CS-5.8 C5-5.9 C5-5.10 CS-5.11 C5-5.12 C5-5.13 C5-5.14 CS-5.15 C5-5.16 C5-5.17 CS-5.18 AWARD AND EXECUTION OF DOCUMENT5 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 Alteration 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/oz Rectification Work Field Office Construction Stakes Authority and Duties of Inspectors Inspection Removal of Defective and Unauthorized Substitute Materials or Equipment Samples and Tests of Materials Storage of Materials Existing Structures and Utilities Interruption 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 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 (1) (1) (2) (2) (2) (2) (4) (4) (4) (4) (7) (7) (7) (8) C4-4 (1) C4-4 (1) C4-4 (1) C4-4 (2) C4-4 (2) C4-4 (3) C4-4 (4) C5-5 C5-5 C5-5 C5-5 C5-5 C5-5 C5-5 C5-5 CS-5 Work CS-5 CS-5 C5-5 C5-5 C5-5 C5-5 CS-5 CS-5 �CS-5 (1) (1) (2) (2) (3) (3) (3) (4) (5) (5) (5) (6) (6) (7) (7) (8) (8) (9) (2) ,� � C� � l� L: Li � � f � � � � � l w. I "1 C6-6 C6-6.1 C6-6.2 C6-6.3 C6-6.4 C6-6.5 C6-6.6 C6-6.7 C6-6.8 C6-6.9 C6-6.10 C6-6.11 C6-6.12 C6-6.13 C6-6.14 C6-6.15 C6-6.16 C6-6.17 C6-6.18 -C6-6.19 C6-6.20 C6-6.21 C7-7 C7-7.1 C7-7.2 C7-7.3 C7-7.4 C7-7.5 C7-7.6 C7-7.7 C7-7.8 C7-7.9 C7-7.10 C7-7.11 C7-7.12 C7-7.13 C7-7.14 C7-7.15 C7-7.16 C7-7.17 C8-8 C8-8.1 C8-8.2 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY Laws to be Observed Permits and Licenses Patented Devices, Materials and Processes Sanitary Provisions . Public Safety and Convenience Privileges of Contractor in Streets, Alleys, and Right-of-Way Railway Crossings Barricades, Warnings and Watchmen Use of Explosives, Drop Weight, etc. Work Within Easements Independent Contractor Contractor's Responsibility for Damage Claims Contractor's Claim for Damages Adjustment of Relocation of Public Otilities, etc. Temporary Sewer Drain Connections Arrangement and Charges of Water Furnished by City Use of a Section of Portion of the Work Contractor's Responsibility for Work No Waiver of Legal Rights Personal Liability of Public Officials State Sales Tax PROSECUTION AND PROGRESS Subletting Assignment of Contract Prosecution of the Work Limitations of Operations Character of Workman and Equipment 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 of the Work and Annulment of Contract Fulfillment of Contract Termination for Convenience of the Onwer Safety Methods and Practices MEASUREMENT AND PAYMENT Measurement of Quantities Unit Prices (3) C6-6 (1) 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 (11) C6-6 (11) Cfi-6 (11) C6-6 (12) C6-6 (12) C6-6 (12) C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 (1) (I) (1) (2) (2) (3) (4) t4) (4) (5) (6) (6) C7-7 (7) C7-7 (7) C7-7 (9) C7-7 (10) C7-7 (13) C8-8 (1) C8-8 (1) C8-8.3 C8-8.4 C8-8.5 C8-8.6 C8-8.7 C8-8.8 C8-8.9 C8-8.10 C8-8.11 C8-8.12 C8-8.13 Lump Sum Scope of Payment Partial Estimates and Retainage Withholding Payment Final Acceptance Final Payment Adquacy of Design ' General Guaranty Subsidiary Work Miscellaneous Placement of Material Record Documents C8-8 (1) C8-8 (1) C8-8 (2) C8-8 (3) C8=8 (3) C8-8 t3) C8-8 (4) C8-8 (4) C8-8 (5) C8-8 (5) C8-8 (5) (4) � � � � � PART C - GENERAL CONDITIONS Cl-1 DEFINITIONS SECTION C1-1 DEFINITIONS C1-1.1 DEFINITIONS OF TERMS: Whenever in these Contract Documents the following terms or pronouns in place of them are used, the intent and meaning shall be understood and interpreted as follows; � C1-1.2 CONTRACT DOCUMENTS: The Contract Documents are all of the written and drawn documents, such as specifications, bonds, addenda, plans, etc., which govern the terms and performance oF the contract. These are contained in the � � General Contract Documents and the Special Contract Documents. f a. GENERAL CONTRP,CT DOCUMENTS : The General Contract Documents govern all Water Department Projects and include the following items: PART A- NOTICE TO BIDDERS (Sample) Lj PART B - PROPOSAL (Sample) PART C - GENERAL CONDITIONS (CITY) a (Developer) PART D - SPECIAL CONDITIONS PART E - SPECIFICATIONS � � � � L: � �. I�� PERMITS/EASEMENTS PART F - BONDS . PART G - CONTRACT (Sample) tSample) White White Canary Yellow Brown Green E1-White E2-Golden Rod E2A-White Blue White White b. SPECIAL CONTRACT DOCUMENTS: The Special Contract Documents are prepared for each specific project as a supplement to the General Contract Documents and include the following items: P ART A- NOTICE TO BIDDERS (Advertisement) Same as above PART B - PROPO�SAL ( Bid ) PART C - GENERAL CONDITIONS pART Iy - SPECIAL CONDITIONS PART E - SPECIFICATIONS PERMITS/EASEMENTS PART F - BONDS PART G - CONTRACT PART S- PLANS (Usually bound separately) C1-1 (1) �� C1-1.3 NOTICE TO BIDDERS: All of the legal publications either actually published in public advertising mediums or furnished direct to interested parties pertaining to the work contemplated under the Contract Document� constitutes the notice to bidders. C1-1.4 PROPOSAL: The completed written and signed offer or tender of a bidder to perform the work which the Owner desires to have done, together with the bid security, constitutes the Proposal, which becomes binding upon the Bidder when it is officially received by the Owner, has been publicly opened and read and not rejected'by the Owner. - C1-1.5 BIDDE�: Any.person, persons, firm, partnership, company, association, corporation, acting directly or through a duly authorized representative, submitting a proposal for performing the work contemplated under the Contract Documents, constitutes a bidder. C1-1.6 GENERAL CONDITIONS: The General Conditions are the usual construction and contract requiremeats which govern the performance of the work so that it will be carried on in accordance with the customary procedure, the local statutes, and requirements of the City of Fort Worth's charter and promulgated ordinances. Wherever there may be a conflict between the General Conditio.ns and Special Conditions, the latter shall take precedence and shall govern. C1-1.7 SPECIAL CONDITIONS: Special conditions are the specific requirements which are necessary for the particular project covered by the Contract Documents and not specifically covered in the General Conditions. When considered with the General Conditions and other elements of the Contract Documents they provide the information which the Contractor and Owner should have in order to qain a thorough knowledge of the project. C1-1.8 SPECIFICATIONS: The Specifications is that section or part of t�e Contract Documents which sets forth in detail the requirements which must be met by all materials, construction, workmanship, equipment and services in order to render a completed and useful project. Whenever reference is made to standard specifications, regulations, requirements, statutes, etc., such referred to docume•nts shall become a part of the Contract Documents just as though they.were embodied therein. C1-1.9 BOND: The bond or bonds are the written guarantee or security furnished by the Contractor for the prompt and C1-1 {2) � � l� a a � � /�' �, a � faithful performance of the contract and incl�rde the following: a. Performance Bond (see paragraph C3-3.7) b. Payment Bond (see paragraph C3-3.7) c. Maintenance Bond (see paragraph C3-3.7) d. Proposal or Bid Security (see Special Instructions to Bidders, Part A and C2-2.6) C1-1.10 CONTRACT: The Contract is the formal signed agreement betiaeen the Owner aqd the Contractor covering the mutual understanding of the two contracting parties about the project to be completed under the Contract Documents. C1-1.11 PLANS: The plans are the drawings or reproductions, therefrom made by the Owner's representative showing in detail the location, dimension and position of the various elements of the project, including such profiles, typical cross-sections, layout diagrams, working drawings, preliminary drawings and such supplemental drawings as the Owner may issue to clarify other drawings or for the purpose of showing changes in the work hereinafter authorized by the Owner. The plans are usually bound separately from other parts of the Contract Documents, but they are a part of the Contract �Documents just as though they were bound therein. C1-1.12 CITY: The City of Fort Worth, Texas, a municipal corporation, authorized and chartered under the Texas State Statutes, acting by and through its governing body or its City Manger, each of which is required by charter to perform specific _duties. Responsibility for Final enforcement of Contracts involving the City of Fort Worth is by Charter vested in the City Manager. The terms City and Owner are synonymous. . C1-1.13 CITY CO NCIL: The duly elected and qualified governing body of t�e Citiy 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 City Manager of the City � authorized representative. I�� i� � �j i� officially appointed and authorized of Fort Worth, Texas, or his duly C1-1.16 CITY ATTORNEY: The officially appoirtted City Attorney of the City of Fort Worth, Texas, or his duly authorized repr.esentative. C1-1 (3) �� C1-1.17 DIRECTOR OF PUBLIC WORRS: The duly appointed.official of the City of Fort Worth, referred to in the Charter as �he City Engineer, or his duly authorized representative. C1-1.18 DIRECTOR CITY WATER DEPARTMENT: The duly appointed Director of the �ity Water Department of the City of Fort Worth, Texas, or his duly authorized representative, assistant, or agents. C1-1.19 ENGINEER: The Director of Public Works, the Director of the Fort Worth,City Water Department, or their duly authorized assistants, agents, engineers, inspectors, or superintendents, acting within the scope of the particular duties entrusted to them. C1-1.20 CONTRACTOR: The person, persons, partnership, company, firm, association, or corporation, entering into a contract with the Owner for the execution of the work, acting directly or through a duly authorized representative. A sub-contractor is a person, firm, corporation, or others under contract with the principal contractor, supplying labor and materials or only labor, for work at the site of the project. C1-1.21 SURETIES: The Corporate bodies which are bound by such bonds are required with and for the Contractor. The sureties engaged are to be fully responsible for the entire and satisfactory fulfillment of the Contract and for any and all requirements as set forth in the Contract Documents and approved changes therein. C1-1.22 THE WORR OR PROJECT: in and covered by the Contract limited to the furnishing of equipment, and incidentals nec and serviceable project. The completed work contemplated Documents, including but not all labor, materials, tools, :ssary to produce a completed C1-1.23 WORRING DAY: A working day is defined as a calendar day, not including Saturdays, Sundays, and legal holidays, in which the weather or other conditions not under the control of the Contractor permit the performance of the principal unit of work for a period of not less than seven (7> hours between 7:00 a.m, and 6:00 p.m., with exceptions as permitted in paragraph C7-7.6. C1-1.24 CALENDAR DAYS: A calendar day is any day of the week or month, no days being excepted. C1-1.25 LEGAL HOLIDAYS: Legal holidays shall be observed as prescribed by the City �ouncil of the City of Fort Worth for observance by City employees as Eollows: C1-1 (4) � � L* LJ L�J � � � � � � l. 2. 3. 4. 5. 6. 7. 8. 9. New Year's Day M. L. Ring, Jr. Birthday Memorial Day Independence Day Labor Day Thanksgiving Day Thanksgiving Friday Christmas Day Such other days in lieu of holidays as the• City Council may determine January 1 Third Monday in January Last Monday in May July 4 First Monday in September Fourth Thursday in November Fourth Friday in November December 25 When one of the above named holidays or a special holiday is declared by the City Council, falls on Saturday, the holiday � shall be observed on the preceding Friday or if it falls on Sunday, it shall be observed on the following Monday, by those employees working on working day operations. Employees working calendar day operations will consider the calendar holiday as the holiday. C1-1.26 ABBRE�IATIONS: Wherever the abbreviations defined herein appear in Contract Documents, the intent and meaning shall be as follows: AASHTO - American Association of MGD - Million Gallons Per State Highway Transportation Day Officials ASCE - American So�iety ot Civil CFS - Cubic Foot per Engineers Second LAW - In Accordance With ASTM - American Society of Min. - Minimum Testing Materials Mono.- Monolithic AWWA - American Water Works $ - Percentum Association R - Radius ASA - American Standards Association I.D. - Inside Diameter HI - Hydraulic Institute O.D. - Outside Diam�ter Asph. - Asphalt Elev.- Elevation Ave. - Avenue F - Fahrenheit Blvd. - Boulevard C - Centigrade CI - Cast Iron In. - Inch CL - Center ;,ine Ft. - Foot GI - Galvanized Iron St. - Street Lin. - Linear or Lineal CY - Cubic Yard lb. - Pound Yd. - Yard MH - Manhole SY - Square Yard 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 between the Owner and the Contractor covering some added or deducted item or feature which may be found necessary and which was not specitically included in the scope of the project on which bids were submitted. Increase in unit quantities stated in the proposal are not the subject matter of a Change Order unless the increase or decrease is more than 25� of the amount of the particular item or items in the original proposal. All "Change Orders" shall be prepared by the City from information as necessary furnished by the Contractor. C1-1.28 PAVED STREETS AND ALLEYS: A paved street or alley shall be defined as a street or alley having one of the, following types of wearing surfaces applied over the natural unimproved surface: 1. Any type of asphaltic concrete with or without separate base material. 2. Any type of asphalt surface treatment, not including an oiled surface, with or without separate base material. 3. Brick, with or without separate base material. 4. Concrete, with or without separate base material. 5. Any combination of the above. C1-1.29 UNPAVED STREETS OR ALLEYS: An unpaved street, alley, roadway or other surface is any area except those defined above for "Paved Streets and Alleys." C1-1.30 CITY STREETS: A city street is defined as that area between the right-of-way lines as the street is dedicated. C1-1.31 ROADWAY:_ The roadway is defined as the area between parallel lines two (2') feet back of the curb lines or four (4' ): feet back of the average edge of pavement where no curb exists. C1-1.32 GRAVEL STREET: A gravel street is any unpaved street to which has been added one or more applications of gravel or similar material other than the natural material found on the street surface before any improvement was made. C1-1 (6) � L�J SECTION C - GENERAL CONDITIONS C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL � � V � � � SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 PROPOSAL FORM: The Owner will furnish bidders with proposal form, which will contain an itemized list of the items of wor k to be done or materials to be furnished and upon which bid prices are requested. The Proposal form will state the Bidder's general understanding of the project to be completed, provide a space for furnishing the amount of bid security, and state the basis for entering into a formal contract. The Owner will furnish forms for the Bidder's "Experience Record," "Equipment Schedule," and "Financial Statement," all of which must be properly executed and filed with the Director of the City Water Department one week prior to the hour for openinq of bids. The financial statement required shall have been prepared by an independent certified public accountant or an independent public ac cou ntant holding a valid permit issued by an appropriate state licensing agency, and shall have been so prepared as to reflect the current financial status. This statement must be current and not more than one (1) year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. Liquid assets in the amount of ten (10$) percent of the estimated project cost will be required. (� For.an experience record to be considered to be acceptable tor �� a given project, it must reflect the experience of the firm seeking quali:Eication in work of bo.th the same nature and � magnitude as that of the project E�or which bids are to be received, and such experience must have been on projects completed not more than five (5) years prior to the date on �,,, which are to be received. The Director of the Water department shall be sole judge as to the acceptability of experience for qualification to bid on any Fort Worth Water Department project. � The prospective�bidder shall schedule the equipment.he has available for the project and state that he will rent such additional equipment as may be required to complete the a project on which he submits a bid. C2-2.2 INTERPRETATION OF QUANTZTIES: The quantities of work � and materials to be furnished as may he listed in the proposal � C2-2(1) � � . . . .. . . forms or other parts of the Contract Documents �ill be considered as approximate only and will be used for the purpose of comparing bids on a uniform basis. Payment will be made to the Contractor for only the actual quantities of work performed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and materials to be furnished may be increased or decreased as hereinafter provided, without in any Way invalidating the unit prices bid or any other requirements of the Contract Documents. C2-2.3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT; Bidders are advised that the Contract Documents on file with the Owner shall constitute all of the information which the Owner will furnish. All additional information and data which the owner will supply after promulgation of the formal contract documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. Bidders are required, prior to the filing of proposal, to read and become familiar with the Contract Documents, to visit the site of the project and examine carefully all local conditions, to inform themselves by their own independent research and investigations, tests, boring, and by such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project. They must judge for themselves the difficulties of the work and all attending circumstances affecting the cost of doing the work or the time requi�ed for its completion, and�obtain all information required to m�ke an intelligent proposal. No information given by the Owner or any representative of the Owner other than that contained in the Contract Documents and officially promulgated- addenda thereto, shall be binding upon the Owner.. Bidders shall.rely exclusive.Ty and solely upon their o�wn es�timates, investigation, research, tests, explorations, and other data which are necessary far full and complete information upon which the proposal is to be based. It is mutually agreed that the submission of a proposal is prima-facie evidence that the bidder has made the investigations, examinations and tests herein required. Claims for additional compensation due to variations between conditions actually e.ncounter.ed in construction and as indica�ed in the Contract Documents will not be allawed. The logs of Soil Borings, if any, showing on the plans are for general information only and may not be correct. Neither the C2-2(2) � � Owner nor the Engineer guarantee that the data shown is �, representative of conditions which actuall.y exist. C2-2.4 SUBMITTING OF PROPOSAL: The Bidder shall submit his Proposal on the form furnished by the Owner. All blank spaces applicable to the project contained in the form shall be � correctly filled in and the Bidder shall state the written in ink in both words and numerals, for hichehe � proposes to do the work contemplated or furnishe the materials required. All such prices shall be written legibly, In case of discrepancy between the price written in words and the � price written in numerals, the price most advantageous to the City shall govern. If a proposal is submitted by an individual, his or her name� must be signed by him (her) or his (her) duly authorized agent. � If a proposal is submitted by a firm, association, or partnership, the name and address of each member must be � given, and the proposal must be signed by a member of the firm, association, or partnership, or by a person duly authorized. If a proposal is submitted by a company or corporation, the company or corporate name and business � address must be given, and the proposal signed by an official � or duly authorized agent. The corporate sea1. must be affixed. Power of Attorney authorizing agents or others to sign �� proposal must be properly certified and must be in writing and %,� submitted with the proposal. �^ C2-2.5 REJECTION OF PROPOSALS: Proposals may be rejected if they show any alteration of words or figures, additions not called for, conditional or uncalled for alternate bids, incomplete.bids, erasures, or irregularities of any kind, or � contain unbalance value of any items. Proposal tendered or delivered af ter the official time designated for receipt of ... proposal shall be returned to the Bidder unopened. k� C2-2.6 BID SECURITY: No proposal will be considered unless it is accompanied by a�"Proposal Security" of the character and �, in the amount indicated in the "Notice to Bidders" and the "Proposal." The Bid Security is required by the Owner as evidence of good faith�on the part of the Bidder, and by way of a guaranty that if awarded the contract, the Bidder will within the required time execute a formal contract and furnish 4� the required performance and other bonds. The bid security of ttie three lowest bidders will be retained until the contract � is awarded or other.disposition is made thereof. The bid security of all other bidders may be returned promptly after the canvass of bids. �i � C2-2(3) � . C2-2.7 DELIVERY OF PROPOSAL: No proposal will be co�sidered unless it is delivered, accompanied by its proper Bid Security, to the City Manager or his representative in the official place of business as set forth in the °Notic� to Bidders." It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidd�r must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL," and the name or description of the project as designated in the "Notice to Bidders." The envelope shall be addressed to the City Manager, City Hall, Fort Worth, Texas. C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the City Manager cannot be withdrawn prior to the time set for opening proposals. A request for non-consideration of a prop.osal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non-consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed may, at the option of the Owner, be returned unopened. C2-2.9 TELEGRAPAIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communica��ion at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the City Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal. C2-2.10 PUBLIC OPENING OF PROPOSAL: Proposals which have been properly filed and for which no "Non-consideration Request" has been received will be publicly opened and read aloud by the City Manager or his authorized representative at the time and place indicated in the "Notice to Bidders." All proposals which have been opened and read will remain on file with the Owner until the contract has been awarded. Bidders or their authorized representatives are invited to be present for the opening of bids. C2-2.11 IRREGULAR PROPOSALS: Proposals shall be considered as �eing "Irregular" if they show any omissions, alterakions of form, additions, or conditions not called for, unauthorized alternate bids, or irregularities,of any kind. However, the C2-2(4) � � Owner reserves the right to waive any and all irregularities � and to make the award of the contract to the best interest of the City. Tendering a proposal after the closing hour is an irregularity which cannot be waived. C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be. �.• disqualified.and their proposals not considered for any of, but not limited to, the following reason: � a. Reasons for believing that collusion exists among bidders. . - � b. Reasonable grounds for believing that any bidder is interested in more than one proposal for work contemplated. c. The bidder being interested in any litigation, � against the Owner or where the Owner may have a claim against or be engaged in litiga�ion against the bidder. �q d. The bidder being in arrears on any existing contract or having defaulted on a previous contract. e. The bidder having performed a prior contract in an unsatisfactory manner. f. Lack of competency as revealed by the financial � statement, experience record, equipment schedule, and such inquiries as the Owner may see fit to make. � g. Uncompleted work which, in the judgment of the Owner, will prevent or hinder the prompt completion of additional work if awarded. h. The bidder not filing with the Owner, one week in � advance of the hour of the o enin of p g proposals the following: � 1. Financial Statement showing the financial condition of the bidder as specified in Part "A" - Special Instructions. � 2. A current experience record showing especially the projects of a nature similar to the one under consideration, which have been � successfully completed by the Bidder. 3. An equipment schedule showing the equipment the bidder has available for use on the project. �, The Bid Proposal of a bidder who, in the judgment of the Engineer, is disqualified under the requirements stated � herein, shall be set aside and not opened. � C2-2(5) �T L L.? [i PART C - GENERAL CONQITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS �J SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS: � C3-3.1 CQNSIDERATION OF PROPOSALS: After proposals have been opened and read aloud, the proposals will be tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the application of such formulas or other ('� methods of bringing items to a common basis as may be t,J 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 f.,, of the completed project will be considered as the amount of the bid. � � l�i � 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 MIN��tITY BIISINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE C MPLIANCE: Contractor agrees to provide �o Owner,� upon request, complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and or a a Woman-owned Business Enterprise (WBE) on the contract and the payment therefor. Contractor further agrees, upon request by Owner, to allow and audit and/or an examination of any books, records, or files in the possession of Contractor that will substantiate the actual work performed by the MBE or WBE. Any material misrepresentation of any nature will be grounds for termination of the contract and for initiating any action under appropriate f ederal, 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 EMPL07�MENT PROVISIONS: The Contractor shall comply with Current City Ordinance prohibiting discrimination in employment practices. C3-3 (1) � The Contractor shall post the required notice to that effect on the project site, and, at his request, wiTl be provided assistance by the City of Fort Worth's, Equal Employment Officer who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. C3-3.4 WITHDRAWAL OF PROPOSALS: After a proposal has been read by the Owner it cannot be withdrawn by the Bidder within forty-five (45) days after the date on which the proposals were opened. C3-3.5 AWARD OF CONTRACT: The Owner reserves the right to withholdfinal action on the proposals for a reasonable time, not to exceed forty-five (45) days after the date of opening proposals, and in no event will an award be made until after investigations have been made as to the responsibility of the proposed awardee... The award of the contract, if an award is made, will be to the lowest and best responsible bidder. The award of the contract shall not become effective until the Owner has notified the Contractor in writing of such award. C3-3.6 RETURN OF PROPOSAL SECURITIES: As soon as proposed price totals have been determined for comparison of bids, the Owner may, at its discretion, return the proposal security which accompanied the proposals which, in its judgment, would not be considered for the award. Al1 other proposal securities, usually those of the three lowest bidders, will be retained by the Owner until the required contract has been executed and bond furnished or the Owner has otherwise di�posed of the bids, after which they will be returned by the City Secretary. C3-3.7 BONDS: With the execution and delivery of the Contract Documents, the Contractor shall furnish to, and file with the Owner in the amounts herein required, the following bonds: a. PERFORMANCE BOND: A good and sufficient performance bond in an amount not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the full and faithful execution of the work and performance of the contract, and for the protection of the Owner and all other persons against damage by reason of negligence of the Contractor, or improper execution of the work or the use of inferior materials. This performance C3-3 (2) � � bon d shall guarantee the payment €or all-labor, � materials, equipment, supplies, and services used in the construction of the work, and shall remain in full force and effect until provisions as above stipulated are accomplished and final payment is made on the project by the City. � b. MAINTENANCE BOND: A good and sufficient a maintenance bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guarante,eing the prompt, full and faithful a performance 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 100 percent of the amount of the contract, as evidenced by the r, proposal tabulation or otherwise, g�uaranteeing the prompt; full and faithful payment of..all claimants as defined in Article 5160, Revised Civil Statutes of Texas, 1925, as amended by House Bill 344 Acts 56th Legislature, Regular Session; I959, effective � April 27, 1959, and/or the latest version thereof, supplying labor and materials in the prosecution of Q the work provided for in the contract being constructed under these specifications. Payment Bond shall remain in force.until all payments as r.,, above s�ipulated are made. d. OTHER BONDS: Such other bonds.as may be required by these Contract Documents shall be furnished by the Contractor. l� . . 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. AI1 bonds shall be made on the forms furnished by the Owner and shall be executed by an approved surety company doing business in the �' City of Fort Worth, Texas, and which is acceptable to the owner. In order to be ac.ceptable, 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 satisf actory to the Owner. No payment will�be made under the contract until the new surety or sureties, as required, have qualified and have been accepted by the Owner. The contract shall not be operative nor will any payments be due or paid until approval of the bonds by the Owner. C3-3.8 EXECUTION OF CONTRACT: Within ten (10) days after the Owner has by appropriate resolution, or otherwise, awarded the contract, the Contractor shall execute and file with the Owner the Contract and such bonds as may be required in the Contract Documents. . No contract shall be binding upon the owner until it attested by the City Secretary, approved as to legality by the City Attorney, and executed for the either the Mayor or City Manager. has been form and Owner by C3-3.9 FAILURE TO EXECUTE CONTRACT: The failure of the Awardee to execute the required bond or bonds or to sign the required contract within ten (10) days after the contract is awarded shall be considered by the Owner as an abandonment of his proposal, and the Owner may annul the Award. By reason of the uncertainty of the market prices of material and labor, and it being impracticable and difficult to accurately determine the amount of damages occuring to the Owner by reason of said awardee's failure to execute said bonds and contract within ten (10) days, the proposal security accompanying the proposal shall be the agreed amount of damages which Owner will suffer by reason of such failure on the part of the Awardee and shall thereupon immediately be forfeited to the Owner. The filing of a proposal will be considered as an acceptance of this provision by the Bidder. C3-3.10 BEGINNING WORR: The Contractor shall not commence work until authorized�in writing to do so by the Owner. Should the Contractor fail to commence work at the site of the project within the time stipulated in the written authorization usually termed the "Work Order" or "Proceed Order", it is agreed that the Surety Company will, within ten (10) days after the commencement date set forth in such written authorization, commence the physical execution of the contract. C3-3.11 INSURANCE: The Contractor shall not commence work under this contract until he has obtained all the insurance required under the Contract Documents, and such insurance has been approved by the Owner. The prime Contractor shall be responsible for delivering to the Owner the sub-contractors' C3-3 (4> � � � � � � � �� z � � l �l certificate of insurance for approval. The prime contractor shall indicate on the certificate of insurance includeci in the documents for execution whether or not his insurance covers sub-contractors. It is the intention of �the Owner that the insurance coverage required herein shall include the coverage of all sub-contractors. a. COMPENSATION INSURANCE: The Contractor shall maintain, during the life of this contract, Workers' Compensation Insurance on all of his employees,to be engaged in work on the project under this contract, and f or all sub-contractors. In case any class of employees engaged in hazardous work on the project under this contract is not protected under the Workers' Compensation Statute, the Contractor shall provide adequate employer's' general liability insurance for the protection of such of his employees not so protected. b. COMPREHENSIVE GENERAL LIABILITY IN�SURANCE: The Contractor shall procure and shall maintain �du�ing the life of this contract Contractor's Comprehensive General Liability Insurance (Public Liability and Property Damage Insurance) in an amount not less than $500,000 covering each occurrence on account of bodily injury, including death, and in an amount not less than $500,000 covering each occurrence on account of property damage with $2,000,000 umbrella policy coverage. c. ADDITIONAL LIABILITY: The Contractor shall furnish insurance as separate policies or by additional endorsement to one of the above-mentioned policies, and in the amount as set forth for public liability and property damage, the following insurance: 1. 2. Contingent Liability (covers General Contractor's Liability for acts of sub-contractors). Blasting, prior to any blasting being done. 3. Collapse of buildings or structures adjacent to excavation (if excavations are to be performed ad�acent to same). 4. Damage to underground utilities for $500,000. �I C3-3 (5) LJ 5. 6. Builder's risk (where above-qround structures are involved). Contractual Liability (cover,s all indemnification requir�ments of Contract). d. AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY DAMAGE: The Contractor shall procure and maintain, during the life o.E this Contract, Comprehensiv� A�ltomobile Liability insurance in an amount not less tha.n $250,000 for injuries including accidental death to any one person and subject to the same �limit for each person an amount not les� than $500,000 on account oF one accident, and auto�nobile property damage insurance ia an amount , not Iess than $100,000. e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The insurancz required under the above paragraphs shall provide adequate Qrotection for the Contractor and his sub-contractors, respectively, against damage claims which may arise from operatio.ns under this contract, whether such operations be by th� insured or by aayone directly or indirectly employed by him, an3 also against any of the following special hazards which may be encountered in the perfo.rmance of the Contract. f. PROOF OF CARRIAGE OF INSURANCE: The Contractor shall furnish the Owner with satisfactory proof of coverage by insurance required in these Contract Documents in amounts and by carriers satisfactory to the Owner. (Sample attached.) All insurance requirements made upon the �ontractor shall apply to the sub-contractor, should the Prime Contractor's insurance not cover the sub-contractor's work operations. q. LOCAL AGENT FOR INSURANCE AND BONDING: The insurance and bonding companies with whom the Contractor's insurance and performance, payment, maintenance and all such other bonds are written shall be represented by an agent or agents having an ofEice located within the city limits of the C3-3 (6) � � City of Fort Worth, Tarrant County, Texas: Each � such agent shall be a duly qualified, one upon whom service of process may be had, and must have authority and power to act on behalf of the insurance and/or bonding company to negotiate and settle with the City of Fort Worth, or any other � claimant, any claims that the City of Fort Worth or other claimant or any property owner who has been a damaged, may have against the Contractor, insurance, and/or bonding company. If the local insurance-representative is not so empowered by the � insurance.or bonding companies, then such authority must be vested in a local agent or claims officer residing in the Metroplex, the Fort Worth-Dallas area. The name of the agent or agents shall be set� � forth on all of such bonds and certificates of insurance. � C3-3.12 CONTRACTOR'S OBLIGATIONS: Under the Contract, the Contractor shall pay for all materials, labor and services when due. C3-3.13 WEERLY PAYROLL: A certified copy of each payroll � covering payment of wages�to all person engaged in work on the project at the site of the project shall be furnished to the ('� Owner's representative within seven (7) days after the close (� of each payroll period. A copy or copies of the applicable minimum wage rates as set forth in the Contract Documents �., shall be kept posted in a conspicuous place at the site of the project at all times during the course of the Contract. Copies of the wage rates will be furnished the Contractor, by the Owner; however, posting and protection of the wage rates shall be the responsibility of the Contractor. � C3-3.14 CONTRACTOR'S CONTRACT ADMINISTRATION: Any Contractor, � whether a person, persons, partnership, company, firm, association, corporation or other who is approved to do business with and enters into a contract with the City for construction of water and/or sanitary sewer facilities, will � have or shall establish a fully operational business office within the Fort Worth-Dallas metropolitan area. The Contractor shall charge, delegate, or assign this office (or he may delegate his Project Superintendent) with full �; authority to transact all business actions required in the performance of the Contract. This local authority shall be made responsible to act for the Contractor in all matters � pertaining to the work governed by the Contract whether it be administrative or otherwise and as such shall be empowered, thus delegated and directed, to settle all material, labor or � other expenditures, all claims against the work or any other � C3-3 (7) u � � cnatter associated such as maintainin� adequate and appr-opriate insurance or security coverage for the project. Such local authority for administration of the work•under the Contract shall be araintained until all business t.ransactions executed as part of the C�ntract are complete. Should the Contractor's.principal base of operations be other than in the Fort Wo.rth-Dallas metropolitan area, notiEicatioz of the Contractor'S assignment o£ local authority shall be mad�� in writing to the Engineer in advance of any.work on the prc�ject, all appropr•iately signed and sealed, as applicable, by the Contractor.'s responsible officers with the understanding that this �rritten assignment of authority to a local repre�enta�ive shall become part of the project Contract as though �bound directly into the project documents. The intent of these requirements is that all matters associated with the Contractor's administration, whether it be oriented in furtherin� the work, or other, be governed direct by local authority. This s3me r.equirement is imposed on insurance an3 surety coveraga. Should the Contractor's Local represent3tive f.3i1 to perform to the satisfaction of Engine�r, the Engineer, at his sole discretion, cnay dPmand that�such local representative be rzplaced and the FnginPer may, at his sole discretion, stop all work until a.new local authority satisfactory to the Engineer is assigned. No credit of working time will be for periods in which work stoQoages are in e£fect For this reason. C3-3.15 VENUE: V?nue of any action hereinunder shall be exclusively in Tarrant County, Texas. � �� D � a ' � � � -- a t � � � � C3-3 (8) ' t � l �J � PART C - GENERAL CONDITIONS C4-4 SCOPE OF WORK � SECTION C4-4 SCOPE OF WORK � � � C4-4.1 INTENT OF CONTRACT DOCUMENTS: It is the definite � intention of these Contract Documerits to provide tor a complete, useful project which the Contractor undertakes to construct.or furnish, all in full com_pliance with the requirements and intent of the Contract=Documents. It is � definitely understood•that the Contractor shall do all work as provided for in the Contract Documents,�shall do all extra or special work as may be considered by the Owner as necessary to (' complete the project in a satisfactory and acceptable manner. ' �,,,, The Contractor shall, uniess otherwise specifically stated in these Contract Documents, furnish all labor, tools, materials, r-, 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 which are not thoroughly and satisfacto•rily stipulated or �a covered by General or Special Conditions of these Contract Documents be anticipated, or should there be any additional �I proposed work which is not covered by these Contract ;, Documents, then "Special Provisions" covering all such work will be prepared by the Owner previous to the time of �, receiving bids or proposals for such work and furnished to the Bidder in the form of Addenda. Al1 such "Special Provisions" shall be considered to be a part of the Contract Documents just as though they were originally written therein. � C4-4.3 IN REASED OR DECREASED QUANTITIES: The Owner reserves the right �o alter the quan�ities of the work to be performed � or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the work as altered, increased or decreased at the unit prices. Such increased or decreased quantity shall not be more than 25 � percent of the contemplated quantity of such item or items. When such changes increase or decrease the original quantity of any item or items of work to be done or materials to be furnished by the 25 percent or more, then either party to the � contract shall upon written request to the other party be entitled to a r,evised co.nsideration. upon that portion af . the �work above or below the 25 percent of the original quantity stated in the proposal; such revised consideration to be determined by special agreement or as hereinafter provided for "Extra Work." No allowance will be made for any changes in (� anticipated profits nor shall such changes be considered as �y � C4-4 (1) I� � � waiving or invalidating any conditions or provisions of the t Contract Docurnents . Variations ir► quantitiPs of sanitary sewer pi�e� in depth categories, shall b� interpr�ted herein as applying to the overall quantities or sanitary sewer pipe in each pipe size, hut not to the various depth categories. C4-4.4 ALTERATION OF CONTRACT DOCUMENTS: By Change Order, the Owner reserves the right to make such changes in the Contract Documents and in the-character or quantities of the work as may be necessary or desirable to insure completion in the most satisfactory manner, Qrovided such changes do not materially alter the original iontract Documents or change the general nat�ire oF the project as a whole. Such changes shall not be considere3 as waiving or invalidating any condition or provision of the Contract Documents. C4-4.5 EXTRA WORR: Additional work made necessary by changes and altPra�ions oE the Contract Documents or of quantities or f or other reasons f�r which no Qrices arn provided ia the Contract Documents, shall be defined as "Extra Wor.k" and shall be performed by the Contractor in ac:.ordance with these �ontract Documents or an��roved additions thereto; provided, however, that beEore any extra work is begun a"Change Order" shall be axecuted or written order issued by the Owne.r to do the work for payments or credits as shall be determined by one or more combination of the following m�thods: -� L� Unit bid price previously approved. An agreed lump sum. c. The ac tual reasoaable cost of (1) labor, (2) rental of equipment used on the extra work for the time so used a.t :Associated General Contractors of�America current equipment rental rates; (3) materials entering permanently into the project, and (4) actual cost of insurance, bonds, and social security as detzrmined by the Owner, plus a fixed fee to be agreed upon but not to exceed 10� of the actual cost of such extra work. The Fixed fee is not to include any additional profit to the Contrac tor for rental of equipment owned by him and used for the extra work. The fe.e shall be full and comple�te compensation to cover the costi oF superintendence, overhead, other profit, general and al l othe.r expease not included in (1) ,( 2� � (3), and (4) above. The Contracto.r shall keep accurate cost records on the form and in the method C4-4 (2) � � suggested by the Owner and shall give the Owner �T access to all accounts, bills, vouchers, and records relating to the Extra Work. . No "Change Order" shall become effective until it has been approved and signed by each of the Contracting parties. No claim for Extra Work of any kind will be allowed unless f� ordered in writing by the Owner. In case any orders or instructions, either oral or written, appear to the Contractor to involve Extra Work for which he should receive compensation, he shall make written request to the Engineer for written orders authorizin.g such Extra Work, prior to � beginning such work. (� Should a difference arise as to what does or does not' � constitute Extra Work, or as to the payment thereof, and the Engineer insists upon its performance, the Contractor shall F, proceed with the work after making written request f or written orders and shall keep an accurate account of the actual reasonable cost thereof as provided under method (Item C). Claims for extra work will not be paid unless the Contractor shall file his claim with the Owner within five (5) days �-> before the time for making the first estimate after such work is done and unless the claim is supported by satisfactory �� vouchers and certified payrolls covering all labor and materials expended upon the said Extra Work. �, The Contractor shall furnish the Owner such installation records of all deviations from the original Contract Documents as may be necessary to enable the Owner to prepare for permanent record a corrected set of plans showing the actual installation. L.. � The compensation agreed upon�for 'extra work' whether or not iniitiated by a'change order' shall be a f ull, complete and � final payment for all costs Contractor incurs as a result or relating to the change or extra work, whether said costs are � known, unknown, foreseen or unforeseen at that time, including r without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result or the change or extra work. �_ C4-4.6 SCHEDULE OF OPERATIONS: Before commencing any work under this con�ract, the Contractor shall submit to the Owner �� and receive the Owner's approval thereof, a"Schedule of Operations," showing by a straight line method the date of commencing arid finishing each of the major elements of the contract. There shall be also shown the estimated monthly x cost of work for which estimates are to be expected. There �� C4-4 (3) � shall be presented also a composite graph showing the anticipated progress of construction with the time being plotted horizontally and the percentage oF comnletion plotted vertically. The pro�ress charts shall be prepared on 8-1/2" x 11" sheets and at least five black or blue line prints shall be f urnished to the Owner. C4-4.7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT FACILITIES: �ithin ten (10) days prior to submission of first monthly progress payment, the Contractor shall prepare and submit to the Owner F�r approval six copies of the schedule in which the Contractor proposes to carry on the work, the 3ate of which he wi11 start the several major activities (includiag procurement of materials, �lans, and equipment) and the contemplated dates for �ompleting the same. The schedule shall be in the form of a time schedule Critical Path Method (CPM) n�twork diagram. As the work progresses, the Contractor shall enter on the diagram the actual progress at the end of each p�.rtial payment period or at such intervals 3s directed by the Engineer. The Contractor shall also revise the schedule to reflect any adjustments in contract time apnroved by the.Engineer. Three copies of the updated schedule shall be delivered at such intervals as diracted by the Owner. As a minimum, the construction schedulP shall incorporate all work elements and activities indicated in the proposal and in the t�chnical specifications. Prior to the final draEting oF the deta.iled construction schedulP, the Contractor shall review the draft schedule with the Engineer to ensure the Contractor's understanding of the contract rPquirPm�nts. The followiag guidelines shall be adhered to in pr�paring the construction schedule: a. Milestone dates and final project completion dates shall be developed to conform to time constraiats, sequencing requirPments and completion time. b. The construction process shall be divided into activities with time durations of approximately f ourteen (14) days and construction values not to exceed $50,000. Fabrication, delivery and submittal activities ar� exceptions to this guideline. C4-4 (4) � � c. Durations shall be in calendar days and normal f� holidays and weather conditions over the duration of the contract shall be accounted for within the duration of each activity. � d. One critical path shall be shown on the construction schedule. � ` e. Float time is defined as the amount of time �` between the earliest start date and the latest start date'of a chain of activities of the CPM �' construction schedule. Float time is not for the � exclusive use or benefit of either the Contractor or the Owner. f. Thirty days shall be used for submittal review unless otherwise specified. The construction schedule shall as a minimum be divided into general categories as indicated in the Proposal and Technical Specif'ications and each general category shall be broken down into activities in enough detail to achieve activities of approximately fourteen (14) days duration. �? For each general category, the construction schedule shall , identify all trades or subcontracts.whose work is represented by activities that follow'the guidelines of �, this Section. For each of the trades or subcontracts, the construction schedule shall indicate the following procurements, construction and preacceptance activities and events in �,, their logical sequence for equipment and materials. l. Preparation and transmittal of submittals. 2. Submittal review periods. �" 3. Shop fabrication and delivery. 4. Erection or installation. 5. Transmittal of manufacturer's operation and maintenance instructions. 6. Installed equipment and materials testing. 7. Owner's operator instruction (if applicable). 8. Final inspection. � C4-4 (5) � � � 9. Operat�.onal testing. 10. Final inspection. _� � If, in the opinion of the Owner, work accomplished falls behind that scheduled, the Contractor shall take such � action as necessary to improve his progress. In addition, the Owner may require the Contractor to submit a revised schedule demonstrating his program and proposed plan to � make up lag in scheduled Qrogress and to insure completion � of the work within the contract time. If the Owner finds the proposed plan ciot acceptable, he may require the Contractor to increase the work force, the construction � plant and equipment, the number of work shifts or the overtime operations without additional cost to the Owner. ' Failure of the Contractor to comply with these requirements � shall be considered grounds for determination by the Owner that the Contractor is failing to prosecute the work with such diligence as will insure its completion within the � time specified. ►�- � ' ' � 1 1 ' ' , C4-4 (6) � , L �� ' � PART C - GENERAL CONITITIONS CS-5 CONTROL OF WORR AND MATE�tIALS ��' SECTION C5-5 CONTROL OF WORR AND MATERIALS Q• 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 al"1 questions which � arise as to the quality and acceptability of materials furnished, work performed, rate of progress of the work, overall sequence of the construction, interpretation of the Contract Documents, acceptable fulfillment of the contract, compensation, mutual rights between Contractor and Owner under � these Contract Documents, supervision of the work, resumption of operations, and all other questions or .disputes which may �arise. Engineer will not be responsible for Contractor's ` means, methods, techniques, sequences or procedures of construction, or the safety precaution and programs incident � 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 4 completed and materials furnished, and his decisions and estimates shall be final. His estimates in such event shall �^ be a condition to the right of the Contractor to receive money due him under the Contract. The Owner shall have executive authority to enforce and make effective such necessary decisions and orders as the Contractor fails to carry out � promptly. � In the event of any dispute between the Engineer and � Contractor over the decision of the Engineer on any such matters, the Engineer must, within a reasonable time, upon written request of the Contractor, render and deliver to both � the Owner and Contractor, a written decision on the matter in controversy. C5-5.2 CONFORMITY WITH PLANS: The finished project in all cases shall confor.m with li�nes, grades, cross-sections, L� finish, and dimensions shown on the plans or any ot.her requirements otherwise described in the Contract Documents. � Any deviation from the approved Contract Documents required by the Engineer during construction will in all cases be determined by the Engineer_and authorized by the Owner by 0 Change Order. L� CS-5 (1) �J C5-5.3 COORDINATION OF CONTRACT DOCUMENTS: The Contract Documents are made up of several sections�, which, taken together, are intended to describe and provide for a complete and useful project, and any requirements appearing in one of the sections is as binding as though it occurred in all sections, In case of discrepancies, figured dimension shall govern over scaled dimensions, plans shall govern over specifications, special conditions shall govern over general conditions and standard specifications, and quantities shown on the plans shall govern over those shown in the proposal. The Contractor shall not take advantage of any apparent error or omission�in the Contract Documents, and the Owner shall be permitted to make such corrections or interpretations as may be deemed necessary for the f ulfillment of the intent of the Contract Documents. In the event the Contractor discovers an apparent error or discrepancy, he shall immediately call this � condition to the attention of the Engineer. In the event of a conflict in the drawings, specifications, or other portions of the Contract Documents which were not reported prior to the award of Contract, the Contractor shall be deemed to have quoted the most expensive resolution of the conflict. CS-5.4 COOPERATION OF CONTRACTOR: The Contractor will be furnished with three sets of the Contract Documents and shall have available on the site of the project at all times one set of such Contract Documents. The Contract shall give to the work the constant attention necessary to facilitate the progress thereof and shall cooperate with the Engineer, his inspector, and other Contractors in every possible way. The Contractor shall at all times have competent personnel available to the project site for proper performance oE the work. The Contractor shall provide and maintain.at all times at the site of the project a competent, English-speaking superintendent and an assistant who are fully authorized to act as the Contractor's agent on the work. Such superintendent and his assistant shall be capable of reading and understanding the Contract Documents and shall receive and fulfill instructions from the Owner, the Engineer, or his authorized representatives. Pursuant to this responsibility of the Contractor, the Contractor shall designate in writing to the project superintendent, to act as the Contractor's agent on the work. Such assistant project superintendent shall be a resident of Tarrant County, Texas and shall be subject to call, as is the project Superintendent, at any time of the day or night on any day of the week on which the Engineer determines that circumstances require the presence on the project site of a representative of the Contractor to C5-5 (2) LJ � adequately provid � traveling public or project extends or project routing. e for the safety or convenience�of the the owners of property across which the the safety of property. contiguous to the The Contractor shall provide all facilities to enable the � Engineer and his inspector to examine and inspect the workmanship and materials entering into the work. ►� CS-5.5 EMERGENCY AND/OR RECTIFICATION WORK: When, in the opinion of the Owner. or Engineer, a condition of emergency exists related to any part of the work, the Contractor, or the Contractor through his designated representative, shall respond with dispatch to a verbal request made by the Owner or Engineer to alleviate the emergency condition. Such a response sha.11 occur day or night, whether the project is scheduled on a calendar-day or on a working-day.basis. �" Should the Contractor fail to respond to a request from the Engineer to rectify any discrepancies, omissions, or corrections necessary to conform with the requirements of the project specifications or plans, the Engineer shall give the L. Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the � discrepant condition and request the Contractor to take (�� remedial action to correct the condition. In the event the � Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking � the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall then deduct an amount equal to the entire costs for such remedial action, plus 25�, from any funds due the Contractor on the project. �, _ C5-5.6 FIELD OFFICE: The Contractor shall provide, at no extra compensation, an adequate field o£fice for use of the �; Engineer, if specifically called for. The field office shall be not less than 10 by 14 feet in floor area, substantially � constructed, well heated, air conditioned, lighted, and weather-proof, so that documents will not be damaged by the elements. r � � � C5-5.7 CONSTRU TION STAREyS : The City, through its Engineer, will furnish t�e Contractor with all lines, grades_, and measurements necessary to the proper prosecution and control of the work contracted for under these Contract Documents, and lines, grades and measurements will be established by means of stakes or other customary method of marking as may be found consistent with good practice. CS-5 (3> fl These stakes or markings shall be set sufficiently in advance of construction operations to avoid delay. Such stakes or markings as may be established for the Contractor's use or guidance shall be preserved by the Contractor until he is authorized by the Engineer to remove them. Whenever, in the opinion of the Engineer, any stakes or markings have been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost of replacing such stakes or marks plus 25$ will be charged against the Contractor, and the full amount will.be deducted from payment due the Contractor. C5-5.8 AUTHORITY AND DUTIES OF CITY INSPECTORS: City Inspectors will be authorized to inspect all work done and to be done and all materials furnished. Such inspection may extend to all or any part of the work, and the preparation or manufacturing of the materials to be used or equipment to be installed. A City Inspector may be stationed on the work to report to the Engineer as to the progress of the work and the manner in which it is being performed, to report any evidence that the materials being furnished or the work being performed by the Contractor fails to fulfill the requirements of the Contract Documents, and to call the attention of the Contractor to any such failure or other inf�ingements. Such inspection or lack of inspection will not relieve the Contractor from any obligation to perform the work in accordance with the requirements of the Contract Documents. In case of any dispute arising between the Contractor and the City Inspector as to the materials or equipment furnished or the manner of performing the work, the City Inspector will have authority to reject materials or equipment to suspend work until the question at issue can be referred to and be decided by the Engineer.. The City Inspector will not, however, be authorized to revoke, alter, enlarge, or release aey requirement of._these Contract-Documents, nor to approve or accept any portion or section of the work, nor to issue any instructions contrary to the requirements of the Contract Documents. He will in no case act as superintendent or �oreman or perform any other duties for the Contractor, or interfere with the management or operation of the work. He will not accept from the Contractor any compensation in any form for pertorming any duties. The Contractor shall regard and obey the directi:ons and instructions of the City Inspector or Engineer when the same are consistent with the obligations of the Contract Documents, provided, however, should the Contractor object to any orders or instructions of the City Inspector, the Contractor may within six days make written appeal to the Engineer for his decision on the matter in controversy. CS-5 (4) � � CS-5.9 INSPECTION: The Contr3ctor shall furnish the Engineer � with every r�asonable facility For ascertaining whether or not the work as �erformed ia in accor3ance with the requirerttents oE the Contract Documents. If the Engineec so requests, the Contractor shall, at any ti�ne beEore acceot�.nce oE the work, remove or uncover. such portion of th� finished work as may be � 3ir�cted. After �xamination, the Contractor shall restorP said portions of the work to the standard requized by the � Contr.act �ocument:�. Should the work �xposed or examined orove acc�eptable, the uncovPring oc reznoving an3 reolacing of the cov�ring o.r making � good oi the par*s cemovsd shall be pai3 for as �xtra work, but s�iosld Ue wor'�t so zxposed or examined prove to be unacceptable, the uncovering or removiag and ttie replacing oF, Dall adjacent defective or damaged parts shall.be at the Contractor's expense. No wor'�c �halt be done o.r materials used without sui*�bte supervision or insp�ction. � CS-5.10 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORR: All WOrk, materials, or equipment which has been rejected shall be � r�medied or r�rnoved and replaced i� an acceptable manner by the Con�ractor at his own expense, �1ork done beyond th2 lines and grades given or as shown on the plans, Pxcent as herein specif ically provided, or any r^.xtra Work done wi tiiout wr itten a aathority, wi11 be consi3ere3 as unauthorized and done at the experse of the Contractor. and will z�ot be paid For by the Own�r. Work so done may be ordered removed at the r Contractor's expense. Unon the failure on the part of the Contractoc to compLy Witti any or3er oF the Fngineer mad� under the prnvisions of this paragraph, the Engineer will have the authorit�y to cause defective work to be remedied or rz�noved an3 renlaced and unauth�rized work �o be removed, and th'e cost � tziereof may be deducted Ernm any ,no�iey due or to become ,due to the Contractor. Failsre to require thz removal qf any �� def:�ctive or unauthorized work shall not constitute acce�ptance of such works. , � �e C5-5.11 SUBSTITUTE MATERIALS OR EQUIPMENT: I�f the Specifications, law, ordinancP, rodes or regulations permit �ontractor to F�irnish or use a suostitute that is equal to any material or equipment suecified, and if Cont.ractor wishes to furnish or us� a proposed substitute, he shall, prior to the � oreconstruction conFerence, make written application to ENGINEER for approval of suctl substit�ite certifying in writing that the proposec� substitute will perForm adequately the �, functions called f�r by the general design, be similar and of equal substance to th�t speci.Eied and be suited to the same � use and capable of perf.orming the same function as that specified; and identifying all variations oF the proposed L�'1 CS-5 (S) � substitute Erom that specified and indicating available maintenance service. No substitute shall be ordered instalt?d without the written approval of Engineer who will be the judge of the equality and may require Contrac�or to F.urnish such other data about the proposed substitute as he considers pertinent. No substitute shall be ordered or instalt�d without such performance guarantee and bonds as Owner. may require which shall be furnishe� at ContracEor�s expense. Contractor shall ind�mniFy 3lld hold harmless Owner and Engineer and anyone directly or indirec�.ly employed by either oF them from and a�ainst the claims, dama1es, losses and expenses (including attorneys fees) arising out oE the us� of substituted mat�rials or equipment. C5-5.12 SAMPLES AND TESTS OR MATERIALS: Where, in the opinion of the Engineer, or as called for in the Contract Documents, test�s of materials or equipment are necessary, such tests will be made at the expense of and Qaid for direct Eo the testing agency by the Owner unless �therwise specifically providzd. The failure of the Owner to make any tes ts of materials shalt be in no way relieve the Contractor oP his responsibility of furnishing materials and eqsipment fully conforming to the requirements of the Contract Docume.nts. Tests and sampling of materials; unless othPrwise soec.i.Eied, will be �nade in accor3ance with the latest methods prescribed by the American Soci�ty Por Tes�ing Mat�rials �r speciFic requirements of the Owner. The Contractor shall provide such facilities as the Engineer may require for colle�ting and forwa.rding samples and shall not, �vithout specific written permission of the Engineer, use the cnaterials represented by the sampl�s until tests hav� been made and the materials approved for use. The Contractor will furnish adequat� sampl�s without charge to the Owner. Ia case of concrete, the aggr�gates, design--minimum, and the mixing and transporting equipment shall be approved by the Fngineer before any concrete is placed, and the Contactor shall b� responsible for replacing any coacrete which does not mzet the requirements of the Contract Oocuments. Tests shall be made at least 9 days prior to the placing of concrete, using samples �rom the sa:ne aggregate, cement, and mortar which are to be usAd later in the concrete. Should the source of supply �hange, new tests shall be ma3e prior to the us� oP the new materials. C5-5.13 STORAGE OF MATERIALS: All materials which used in the construction operation shall be store insure the presPrvation of the quality and fitness oF When dir�ected by the Engineer, they shall b� placed platforms or other hard, clean durable surfaces and are to be d so as to the work. on wooden not on the CS-5 (6) � � ground, and shall � materials shall b . prompt inspection. � � � D � � be placed under cover when directed.- Stored e placed and located so as to facilitate C5-5.14 EXISTING STRUCTURES AND UTILITIES: The location and dimensions shown on the Plans relative to existing utilities are based on the best information available. Omission from, or the inclusion of utility locations on the Plans is not to be considered as the nonexistence of, or a definite location of, existing underground utilities. The location of many gas mains, water mains,�conduits, sewer lines and service lines for all utilities, etc., is unknown to the Owner, and the Owner assumes no respons-ibility for failure to show any or all such structures and utilities on the plans or to show them in their exact location. It is mutually agreed that such failure, will not be considered sufficient basis for claims for additional compensation for Extra Work or for increasing the pay quantities in any manner whatsoever, unless an obstruction encountered is such as to necessitate changes in the lines and grades of considerable magnitude or requires the building of special works, provision for which is not made in the Contract Documents, in which case the provision in these Contract Documents for Extra Work shall apply. 0 It shall be the Contractors responsibility to verify locations of adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as necessary in the construction process to r' nrovide adequate clearances. The Contractor shall take all - necessary precautions in order to protect alL existing utilities, structures and service lin�es. Verification of -existing utilities, structures and service lines shall include � notification of all utility companies at least forty eight t48) hours in advance of�construction including exploratory � excavation� if necessary. All verification of existing utilities and their adjustment shall be considered as subsidiary work. �5-5.15 INTERRUPTION OF SERVICE: L � a. Normal Prosecution: In the normal�prosectuion of work where the interruption of service is necessary, the Contractor, at least 24 hours in advance, shall be required to: . l. Notify the Water Department's Distribution Division as to location, time, and schedule of service interruption. a� C5-5 (�7 > lJ' 2. NotiFy each customer personally through responsible personnel as to time and schedule of the interruption of �heir 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 sha11 be durable in composition, and in large bold tyoe shall say: "NOTICE" Due to Utility Improvement in your neighbc�rhood, your (water) (sewer) service will be inter- rupted on between the hours of and This inconvenience will be as short as possible. Thank you,. Contractor Address Phone � Emerqency: In the event that an unforeseen service interruption occurs, notice shall be as above,but immed.iate. CS-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through acts or neglect on the part of the Contractor, any other i ontractor or any sub-contr�ctor shall suffer loss or damage on the work, the Contractor agrees to settle with such othe.r Conr.ractor or sub-contractor by agreement or arbitration.. If such other Contractor or�sub-contractor shall assert any claim against the Owner on account of any damage alleged to have been sustaine�3, the Owner will notify the Cont.ractor, who snall indemnify and save harmless the Owner against any such claim. CS-5.17 CLEAN-UP: Clean-up of surplus and/or waste materials accumulated on the job site during the prosecution o£ the work under these Contract Documents shall be accomplished in Keeping with a daily xoutine established to the the satisfaction of the Engineer. Twenty-fours fours after written notice i� given to the Contractor that the clean-up on the job sit�� is proceeding in a manner unsatisfactory to the Engineer, if the Contractor fails to correcr the CS-5 (8) �., 4� unsatisfactory procedure, the City may take such direct action �� as the Engineer deems appropriate to correct the clean-up � deficiencies cited to the Contractor in tne written notice, and the costs of such direct action, plus 25� of such costs, � shall be d educted from monies due or to become due to the � Contractor. • � Upon the completion of the project as a whole as covered by r these Contract Documents, and before final acceptance and �- final payment will be made, the Contractor shall clean and � remove from the site of the project all surplus and discarded � materials, temporary structures, and debris of every kind. He shall leave the site of all work in a neat and orderly condition equal to that which originally existed. Surplus and waste materials removed from the site of the work shall be L disposed of at locations satisfactory to the Engineer. The Contractor shall thoroughly clean all equipment and materials installed by him and shall deliver over such materials and � equipment in a bright, clean, polished and new appearing = condition. No extra compensation will be made to the Contractor for any clean-up required on the project. L, C5-5.18 FINAL INSPECTION: Whenever the work provided for in and contemplated under the Contract Documents has been satisfactorily completed and final cleanup performed, the � Engineer will notify the proper officials of the Owner and request that the Final inspection be made. Such inspection will be made within 10 days after such notification. After �' such final inspection, if the work and materials and equipment .. are found satisfactory, the Contractor will be notified in writing of the acceptance of the same after the proper �� resolution has been passed by the City Council. No time � charge will be made again.st the Contractor between said date of notification of the Engi:neer and the date of final � inspection of the work. 1 , L"J 0 �A CS-5 (9) � 1.i � rR PART C - GENERAL CONDITIONS C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY 1 SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C6-6.1 LAWS TO BE OBSERVED: The Contractor shall at �all times �A, observe and comply with all Federal and State Laws and City ordinances and regulations which in any way affect the conduct of the work or his o�erations, and shall observe and comply with all orders, laws, ordinances and regulations which exist � or which may be enacted later by bodies having jurisdiction or : authority for such enactment. No plea of misunderstanding or ignorance thereof will be considered. The Contractor and his /�� Sureties shall indemnify and save harmless the City and all of �, its officers, agents, and employees against any and all claims or liability arising from or based on the violation of any �., such law, ordinance, regulation, or order, whether it be by himself or his employees. C6-6.2 PERMITS AND LICENSES: The Contractor shall procure all permits and licenses, pay all charges, costs arid fees, and �_; give all notices necessary and incident to the due and lawful prosecution of the work. r ' C6-6.3 PAT ENTED DEVICES MATERIALS AND PROCESSES: If the � Contractor is required or r�esires to use any design, device, material, or process covered by letter, patent, or copyright, �r he shall provide for such use by suitable legal agreement with the patentee or owner of such patent, letter, or copyrighted design. It is mutually.agreed and understood that without exception the contract prices shall include all royalties or �, cost arising from patents, �trade-marks, and copy rights in any way involved in the work. The Contractor and his sureties �, shall indemnify and save harmless the Owner from any and all i claims for infringement by reason of the use of any such patented design, device, material or process, or any trade-mark or copy right in connection with the work agreed to f� be performed under these Contract Documents, and shall indemniPy the Owner for any cost, expense, or damage which it may be obliged to pay by reason of such in£ringement at any time during the prosecution of the work or after completion of � the work, provided, however, that the Owner will assume the responsibility to defend any and all suits brought for the r infringement of any patent claimed to be infringed upon by the design, type of construction or material or equipment - specified in the Contract Documents furnished the Contractor by the Owner, and to hold the Contractor harmless on account �`+ of such suits. i� � C6-6 (1) u � C6-6.4 SANITARY PROVISIQNS: The Contractor shall establish and enforce among his employees such regulations in regard to cleanliness and disposal of garbage an3 waste as will tend to prevent the inception and spread of infectious or contagious diseases and to effectively prevent the creation of a nuisance about the work on any property either public or pri,vate, and such reg ulations as are required by Law shall be put into immediate force and eFfect�by the Contractor. The necessary sanitary conveniences for use of laborers on the work, properly secluded from public observation, shall be const.ructed and maintained by the Contractor and their use shall be strictly enforced by the�Contractor. All such Eacilities shall be kept in a clean and sanitary condition, free from objectionable odors so as not to cause a nuisance. All sanitary laws and regulations of the State of Texas and the City shall be strictly complied with. C6-6.5 PUBLIC SAFETY AND CONVENIENCE: Materials or equipment stored about the work shall be so placed and used, and the work shall at all times be so conducted, as to cause no greater obstruction or inconvenience to the public than is considered to be absolutely necessary by the Engineer. The Contractor is required to maintain at all times all phases of his work in such a manner as not to impair the safety or convenience of the public, including, but �ot limited to, safe and convenient ingress and egrass to property contiguous to the work area. The Contractor shall make adequate provisions to render reasonable ingress and eg.ress f�r 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 providiag�proper ingress and egress for the property served by the driveway as the Engineer may approve as appropriate. Such other means may include the diversion oF driveway traffic, with specific approval by the Engineer. If diversion of traffic is approved by the Engineer at any location, the Contractor shall make arrangements satisfactory to the Engineer at any location, the Contractor shall make arrangements satisfactory to the Engineer for the diversion of traffic, and shall, at his own expense, provide al.l materials and perform all work necessary For the construction and maintenance of roadways �nd bridges for such diversion of traffic. Sidewalks must not be obstructed except by special permission of the Engineer. The materials excavated and the construction materials such as pipe used in the construction of the work shall be placed so as not to endanger the work or prevent free access to all fire hydrants, fire alarm boxes, police call boxes, water valves, �P a � � � � D � � ' 1 ' � C6-6 (2) ' , � � qas vaives, or manholes in the vicinity. The Owner reserves �"` the right to remedy any neglect on the part of the Contractor _ as reqards to public convenience and safety which may come to its attention, after twenty-four hours notice in writing to � the Contractor, save in cases of emergency when it shall have L the right to remedy any neglect without notice, and in either case, the cost of such work done or materials furnished by the �.� Owner or by the City shall be deducted from monies due or to , become due to the Contractor. The Contractor, after approval of the Engineer, shall notify � the Fire Department Headquarters, Traffic Engineer, and Police Department, when any street or alley is requested to be closed or obstructed or any fire hydrant is to be made inaccessible, and, when so directed by the Engineer, shall keep any street, � streets, or highways in condition for unobstructed use by fire apparatus. The Contractor shall promptly notify the Fire �, Department Headquarters when all such obstructed streets, alleys, or hydrants are again placed back in service. Where the Contractor is required to construct temporary bridges or make other arrangements f or crossing over ditehes or streams, his responsibility for accidents in connection with such crossings shall include the roadway approaches as well as the structures of such crossings. `- The Contractor shall at all times conduct his operation and the use of construction machinery so as not to damage or �� destroy trees and shrubs Iocated in close proximity to or on the site of the work. Wherever any such damage may be done, the Contractor shall immediately satisfy ail claims of property owners, and no payment will be made by the Owner in �.. settlement of such claims.. The Contractor shall file with the Engineer a written statement showing all such claims adjusted. �' C6-6..6 PRIVILEGES OF CONTRACTOR IN STREETS. AT,LEYS. AND RIGHT-OF-WAY: For the performance of the contract, the Contractor will be permitted to use and occupy such portions �� of the public streets and alleys, or other public places or other rights-of-way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the Engineer. A � reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction [�� operations. Excavated and waste materials shall be piled or �.� stacked in such a way as not to in�terfere 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 ��i LJ, C6-6 (3) � carried on in such manner as not to interfere with the operation of trains, loading or unloading of cars, etc. Other contractors of the Owner may, for all purposes required by the contract, enter upon the.work and premises used by the Contractor and shall be provided all reasonable facilities and assistance for the completion of adjoining work. Any additional grounds desired by the Contractor for his use shall be provided by him at his own cost and expense. C6-6.7 RAILWAY CROSSINGS: When the work encroaches upon any right-of-way of any railway, the City will secure the necessary easement for the work. Where the railway tracks are to be crossed, the Contractor shall observe all the regulations and instructions of the railway company as to the methods of performing the work and take all precautions for safety of property and the public. Negotiations with the� railway companies for permits shall be done by and through the City. The Contractor shall give the City notice not less than five days prior to the time of his intentions to begin work on that portion of the project which is related to the railway properties. The Contractor will not be given extra or additional compensation for such railway crossings unless specifically set forth in the Contract Documents. C6-6.8 BARRICADES, WARNINGS AND WATCHMEN: Where the work is carried on in or adjacent to any street, alley, or public place, the Contractor shall at his own expense furnish, erect, and maintain such barricades, fences, lights and danger signals, shall provide such watchmen, and shall take all such other precautionary measures for the protection of persons or property and of the work as are necessary. Barricades and fences shall be painted in a color that will be visible at night. From sunset to sunrise the Contractor shall furnish and maintain at least one easily visible burning light at each barricade. A sufficient number_.of barricades shall be erected and ;naintained to keep pedestrians away from, and vehicles froni being driven on or into, any work under construction or being maintained. The Contractor shall furnish watchmen and keep them at their respective assignments in sufficient numbers to protect the work and prevent accident or damage. All installations and procedures shall be consistent with the provisions set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways", codified as Article 6701d Veron's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30�and 31. C6-6 (4) �� The Contractor will not remove any regulatory-sign, �" instructional sign, street name sign, or other sign which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works �, department, Signs and Markings Division (phone number 8780-8075), to remove the sign. In the case of r•egulatory signs, the Contractor must replace the permanent sign with a , temporary sign meeting the requirements of the above � referenced manual and such temporary sign must be installed prior to the removal"of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the � required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When � construction work is completed to the extent that the permanent sign can be re-installed, tHe Contractor shall again contact the Signs and Markings Division to re-install the permanent sign and shall leave his temporary sign in place [� until such re-installation is completed. The Contractor will be held responsible for all damage to the work or the public due to failure of barricades, signs, � fences, lights, or watchmen to protect them. Whenever evidence is found of such damage to the work the Engi:neer may �order the damaged portion immediately removed and replaced by � the Contractor at the Contractor's own expense. The Contractor's responsibility for the maintenance of barricades, signs, fences and lights, and for providing watchmen shall not � cease until the project shall have been completed and accepted by the Owner. No comp ensation, except as specifically provided in these � Contract Documents, will�be paid to the Contractor for the , work and materials involved in the constructing, providing, and maintaining of barricades, signs, fences, and lights or (� for salaries of watchmen, for the subsequent removal and L�, disposal of such barricades, signs, or for any other incidentals necessary for the proper protection, safety, and �? convenience of the public during the contract period, as this work is considered to be subsidiary to the several items for which unit or lump sum prices are requested in the Proposal. C6-6.9 USE OF EXPLOSIVES, DROP WEIGHT, ETC.: Should the �� Contractor 21ect to use explosives, drop weight, etc., in the prosecution of the work, the utmost care shall be exercised at all times so as not to endanger life or property. The Contractor shall notify the proper representative of any public service corporation, any company, individual, or � utility, and the Owner, not less than twenty-four hours in � C6-6 (5) LJ advance of the use of any activity which might da_mag� or endanger their or his property along or adjacent to the work. Where the use of explosives is to be permitted on the project, as specified in the Special Contract Documents, or the use of explosives is requested, the Contractor shall submit notice to the Eagineer in writing twenty-Eour hours prior to' commencing and shall f urnish evidence that he has insurance coverage to protect against any damages and/�r injuries arising out oE such use of �xplosives. All claims arising out oE the use oE explosives shall be investigated and a written report made by the Contractor's insurers to the Engineer within ten (10) days after receipt of written notice oF the claim to the Contractor from 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 resumed until the cause of the complaint has been addressed. Whenever explosives are stored or kept, they shall be stored in a safe and secure manner and all storage places shall be plainly marked "DANGEROUS EXPLOSIVES" and shall be under the care of a competent watchman at all times. All vehicles in which explosiv�s are being transported shall be plainly marked as mentioned above and shall, insofar as possible, aot use heavy traFfic routes. C6-6.10 WORK WITHIN EASEMENTS: Where the work passes over, through, or into private property, the Owner will provide such right-of-way or easement privileges as the City may deem necessary for the prosecution of the work. .Any additional rights-of-way or work area considered necessary by the Contract�r shall be provided by him at his own expense. Such additional rights-of-way or work area shall be acquired for the benefit of the City. The City shall be notified in writing as to the rights so acquired before work begins in the affected area. The Contractor shall not enter upon private property for any purpose without having previously obtained permission from the owner of such property. The Contractor will not be allowed to store equipment or material oa private property unless and until the specified approval oE the property owne.r `�as been secured in writing by the Contractor and a copy furnished to the Engineer. Unless specifically provided otherwise, the Contractor shall clear all rights-of-way or easements oE obstructions which must be removed to make possible proper prosecution of the v�ork. as a part of the project construction opPrations. The Contractor shall be responsible for the preservation of and shall use C6-6 (6) L � every precaution to prevent damage to all trees, shrubbery, � plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences, and � to all other public or private property along adjacent to the work. � The Contractor shall notify the proaer representatives of ownzrs or occupants of public or private lands or interest in lands which might be�affected by the work. Such notice shall � be made at least 48 hours in advance of the beginning of the work. Notices shall be apnlicable to both public and private utility companies or any corporation, company, individual, or � other, either as owners or occupants, whose land or interest in land might affected by the work. The Contractor shall be responsible for all damage or injury to property of any � character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the work, or at any time due to defective work, material, or equipment. When and where any direct or indirect or injury is done to � public or private property'on account oF any act, omission, neglect, or misconduct in the execution of the work, or in � consequence of the non-execution thereof on the part of the �,; Contractor, he shali restore or have restored at his own cost and expense such property to a condition at least equal to that existing before such damage or injury was done, by � repairing, rebuilding� or otherwise replacing and restoring as may be directed by the Owner, or he shall make good such damages or injury in a manner acceptable to the owner of the property and the Engineer. All fences encountered and removed during construction of � this project shall be restored to the original or a better than original condition upon completion of this.project. When wire fencing, either wire mesh or barbed wire is to be crossed, the Contractor shall set cross braced posts on �''" either side of permanent easement before the fence is cut. Should additionai fence cuts be necessary, the Contractor shall provide cross bracecl posts at point of the proposed cut in addition to the cross braced posts p.rovided at the � permanent easements limits, betore the fence is cut. Temporary fencing shall be erected in place oF the fencing � removed whenever the work is not in progress and when the s i te i s vacated overn ight, and/or .at aIl times to prevent livestock from entering the construction area. The cost Eor � f ence removal, temporary closures and replacement shall be subsidiary to the various items bid in the project � C6-6 (7) � .. . proposal. ThereFore, no separate payment shalt be allowed for any service associated with this work. In case of failure on the part of the Contractor to rzstore such property to make good such damage or injury, the Owner may, �ipon 48 hour written notice under ordinary circumstances, and without notice when a nuisance or hazardous condition results, groceed �o repair, rebuild, �r otherwise restore such property as may be dete.rmined by the Owner to be necessary, and the co� t thPr.�by wi 11 be deducted from any monies due or to become due to the Contracto.r under this Contract. C6-6.11 INDEPENDENT CONTRACTOR: It is understood and agraed by the pa.rtie5 ti�reto that Contractor shall perform all wor'K acid services hereunder as an independent contractor, and not as an afEicer, agent, servant or employee of the Owner. Coatractor shall have exclusiv� control of and the exclusive right to control the details of atl the work and services performed hereunder, and all Dersons performing same, and shall be solely responsible Eor the acts and ornissions of its officers, 3gents, servants, employees, contractors, subcontractors, licensees and invitees. The�doctrine of respondeat superior shall not apoly as between Owner and �ontracto.r, its officers, agents, employees, contract�rs and subcontractors, and not'ning her�in shall be construed as creating a partnership or joint enterprise between Owner and Contractor. C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor covenants and a�rees to, and does hereby indemnify, hold harmless and defend Owner, its officers, agents, servants, and employees from and ag�inst any an a11 claims or suits for property damag� or loss and/or personal i�njury, including death, to any and all persons, of whatsoever kind or character, whether rzal or �sserted, arising out of or in conne�tion with,.directly.or indirectly, the work and services �o be pe rto r med hereunder by Contractor, �ts officers, agents, employees, contractors, subcont.ractors, licensees or invitees, whether or not caused, in w�olz or in part, by alleged negligence on the p3rt of officars, agents, servants, employees, contractors, subcontractors, licensees and invitees of the Owner; and said Contractor does hereby covenant and agree to assume all Iiability and responsibility of Owner, its ofPicers agents, servants and employ�es for property damage�or loss, a�nd/or personal injuries, including death, to any and all p.ersons of whatsoever` kind or character, wtiether real or asserted, 3rising out of or.in connection with, directly or indirectly, the work and services to be perPormed.hereunder by Contra.etor, its officers, agents employees, contractors, subcontractors, licensees and invitees, whether or not caused, C6�6 (�8 } . . . .. V � � � � � � � � � f'� in whole or in part, by alleged negligence of otficers, agents, servants, employees, contractors, subcontractors, licensees or invitees of the Owner. Cox�tractor likewise covenants and agrees to, and does hereby, indemnity and hold harmless Owner from and against any and all injuries,loss or damages to property of the Owner during the performance of any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from, in whole or in part, any and all alleged acts or omissions of officers, agents, servants, employees, contractors, subcontractors, licenses, or invitees of the Owner. . In the event a wr�itten claim for damages against the contractor or its subcontractors remains unsettled at the time all work on the project has been completed to the satisfaction of the Director of the Water Department, as evidenced by a f inal inspection, final payment to the Con�ractor st�all not be recommended by the Director of the Water�Department tor a period of 30 days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Director that the claim has been settled and a release has been obtained from the claimant involved. If the claim concerned remains unsettled as of the expiration of the above 30-day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi-final payment to be in an amount equal to the total dollar amount 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-finai payment may then be recommended by the Director. The Director shall not recommend final payment to a Contractor � against whom such a claim for damages is outstanding for a period of six months following the date of the acceptance of � the work performed unless the Contractor submits e:vidence in writing satisfactory to the Director that: � � � � � � 1. 2. The claim has been settled and a release has been obtained from the claimant involved, or Good faith efforts have been made to settle such outstanding claims, and such good faith e.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 the Contractor be inade. 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 C6-6 (9} expiration of the six month period the Director may recommend that final payment be made if all other work has been performed and all other obligations of the Contractor hav� been met to the satisfaction of the Director. The Director may, if he de�ms it appropriate, reFuse to accept bids on other Water Department Contract work from a Conteactor against whom a claim for damages is outs�anding as a result of work perFormed under a City contract. C6-6.13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor claim compensation for any alleged damage by reason of the acts or omissions of the Owner, he sha11 within three days after the actuai sustaining oF such alleged damagp, make a written statement to the Engineer, setting out in detail the nature of the alleged damage, and on or before the 25th day of the month succeeding that in which any such damage is claimed to have been sustainPd, the Contractor shall file with th� Engine�r an itemized statement oE the details and amount of such alleged damage and, upon request, shall give the Engineer access to all books oP account, receipts, vouchers, bills of lading, and other books or papars containing any� evidence as to the amount of such all?ged damage. Unless such statements shall be file3 as hereinabove requir?d, the Contractor's claim for compensation shall be waiv�d, and he shall not be entitled to pay.ment on account of such dacnages . C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIES� ETC.: In case it is necessary to change, move, or alt�r in any manner t'ne property of a public utility or otners, the said p.roperty shall not be mo�ed or intzrfzred with until orders thereupon have been issued by the Engineer. The right is reserved to the owners o-E public utilities to enter the geographical limits of the Contract for the purpose of making such changes or repairs to their property that may be necessary by the performance of this contract. C6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS: When existing sewer lines havz to be taken up or removed, the Contractor shall, at his own expense and cost, provide and m�intain teinporary outl�ts and connections For all private or oublic 3rains and sewers. The Contractor shall also take care of all sewage and drainage which will be received from thes� drains and sewers, and for this Purpose he sha11 provide and maintain, at his own cost and expensp, adequate p.umpinq facilities and temporary outlets or div$rsions. The Contractor, at his own cost and expense, sha11 construct such troughs, pipes, or other structures necessary, and be prepared at all times to dispose of drainage and sewage C6-6 (10> � � � L• � O D Q received from these temporary connections until such times as the permanent connections are built and are in service. The existing sewers and connections shall be kept in service and maintained under the Contract, except when specified or ordered to be abandoned by the Engineer. Al1 water, sewage, and other waste shall be disposed of in a satisfactory manner so that no nuisance is created and so that the work under construction will be adequately protected. C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THE CITY: When tlie C:en�ractor desires to use City wat�r in connection with any.construction work, he shall make complete and satisfactory arrangements with the Fort Worth City Water Department for so doing. City water furnished to the Contractor shall be delivered to the Contractor from a connection on an existing City main. Al1 piping required beyond the point of delivery shall be installed by the Contractor at his own expense. The Contractor's responsibility in the use of all existing � fire hydrant and/or valves is detailed in Section E2-1.2 USE OF FIRE HYDRANTS AND VALVES in these General Contract Documents. � When meters are used to measure the water, the charges, if any, for water will be at the regular established rates. When meters are not used, the charges, if any, will be as � prescribed by the City Ordinance, or where no ordinance applies, payment shall be made on estimates and rates established by the Director of the Fort Worth Water Department. C6-6.17 USE OF A SECTION OR PORTION OF THE WORK: Whenever, in the opinion of the Engineer, any section or portion of the � work or any structure is in suitable condition, it may be put into use upon the written order o£ the Engineer, and such usage shall not be held to be in any way an acceptance of said � work or structure or any part thereof or as a waiver of any of � the provisions of these Contract Documents. All necessary repairs and removals of any section of the work so put into use, due to defective materials or workmanship, equipment, or � to deficient operations on the part of the Contractor, shall be performed by the Contractor at his own expense. QC6-6.18 CONTRACTOR'S RESPONSIBILITY FOR THE WORR: Until written acceptance by the Owner as provided for in these Contract Documents, the work shall be under the charge and � care of the Contractor, and he shall take every necessary precaution to prevent injury or damage to the�work or any part � � C6-6 (11) � thereof by action of the elements or from any cause whatsoever, whether arising from the execution or nonexecu�ion of the work. The Contractor shall rebuild, repair, restore, and make good at his own expense all injuries or damage to any portion of the work occasioned by any oP the hereinabove causes. C6-6.19 NO WAIVER OF LEGAL RIGHTS: Inspection by the Engineer or any order by the Owner by payment of money or any payment for or acceptance of any work, or any extension of time, or any possession taken by the City shall not operate as a waiver of any provision of the Contract Documents. Any waiver of any breach or Contract shall not be held to.be a waiver of any other or subsequent breach. The Owner reserves the right to correct any error that may be discovered in any estimate that may have been paid and to adjust the same to meet the requirements of th�e 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, there shall be no liability upon the authorized representatives of the Owner, either personally or otherwise as they are agents and representatives of the City. C6-6.21 STATE SALES TAX; On a contract awarded by the City of Fort Worth, an organization which qualifies for exemption pursuant the provisions of Article 20.04 (H) of the Texas Limited Sales, excise, and Use Tax Act, the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with Sta�e Comptroller's Ruling .007. Any such exemption cErtificate issued by the Contractor in lieu of. the tax shall be subjec� to an3 shall comply with the provisions of State Comptroller's Ruling .011, and any other applicable State Comptroller rulings pertaining to the Texas Limited Sales, Excise, and Use Tax Act. On a contrac t awarded by a developer fo�r the construction of a publicly-owned imp.rovement in a street right-of-way or other easement wh�icLh has been dedicated to the public and the City of Fort Worth, an organizatio.n which qualiEies for exemption pt�rsuant to the provisions of Article 20.04 (H) of the Texas limited Sales, Excise, and Use Tax Act, the Contractor can probabYy be exempted in the same manner s�ated above. . C6-6 (12> � � Limited Sale, Excise and Use Tax permits and information can f' be obtained from: Comptroller of Public Accounts � Sale Tax Division �, Capitol Station Austin, TX _ � L' �� 1 1 1 � 1 1 1 � C 0 C6-6 (13) , � � � [4 PART C - GENERAL CONDITIONS C7-7 PROSECUTION AND PROGRESS � SECTION C7-7 PROSECUTION AND PROGRESS,: C7-7.1 SUBLETTING: The Contractor shall perform w'ith his own a organization, and with the assistance of workman under his immediate superintendance, work of a value of not less than •fifty (50$) percent of the value embraced in the contract. If the Contractor sublets any part of the work to be done under � these Contract Documents, he will not under any circumstances be relieved of the responsibility and obligation assumed under these Contract Documents. All transactions of the Engineer will be with the Contractor. Subcontractors will be �,. considered only in the capacity of employees or workmen of the Contractor and shall be subject to the same requirements as to � character and competency. The Owner will not recognize any subcontractor on the work. The Contractor shall at all times, when the work is in operation, be represented either in person or by a superintendent or other designated representatives. � C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not assign, transfer, sublet, convey,�or othzrwise dispose of the (� contract or his rights, title, or interest in or to the same (� or any part thereof without the previous consent of the Owner expressed by resolution of the City Council and concurred in �, by the Sureties. If the Contractor does, without such previous consent, assign, transfer, sublet, convey, br otherwise dispose of the contract or his right, title, or interest therein or any part thereof, � to any person or persons; partnership, company, firm, or corporation, or does by 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 complete said contract, and in the event of any such revocation or annulment, any monies due or to become due under or by virtue of said contract shall be retained by the Owner as liquidated damages for the reason that it would be impracticable and extremely difficult to £ix the actual L, damages. � C7-7.3 PROSECUTION OF THE WORK: Prior to beginning any construction operation, the Contractor shall submit to the Engineer in five or more copies, if requested by the Engineer, a progress schedule preferably in chart or diagram f orm, or a � brief outlining in detail and step by step the manner of LJ C7-7 (1) � prosecuting the work and ordering matzrials and equipm�nt which he expects to follow in order to completz the pro.ject in the scheduled time. There shall also be submitted a table of estimated amounts to be earned by the Conttactor during each monthly estimate period. The Contractor shall commence the work to be performed under. this contract within the timP limit stated in these Contract Documents and sllall conduct �he work ia a continuous manner and with su.fficient eq�ioment, materials, and labor as is necessary to insare its completion within the time iimit. The sequence requested of all construction operations shall be at all times as specified in the Soecial Contract nocumen�s. Any:deviation from scuh sequencing shall be submitted to the Engineer for his approval. Contracto.r shatl not proceed with any:r7.eviation until he has r�ceived written approval from the Engineer. Such specification or approval by the Engineer shall not relieve tne Contractor from the full responsibility of the cocnplete 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 Agreement, and a progress scnedule shall not constitute a change in the contract time. C7-7.4 LIMITATIONS OF OPERATIONS: The working operations shall at a11 times be conducted b� the Contractor so as to create a minimum amount of inconvenience to the �ublic: At any time when, in the judgment of the Engineer, the iontractor has obstructed or closed or is carrying on operations in a portion of a street or public way grea�er than is necessary Eor the nro�er execution of the work, the Engineer may require the Contractor to finish the section on which operations are in progress beEore the work is commenced on any additional secti:on or street. C7-7.:5 CHARACTER OF WORKMEN AND EQ UIPMENT: Local labor snall be used by the Contractor is available. The Contractor may bring in from outside the City oF Fort Worth his key men and his superintendent. A11 other workmen, including equipment ope.rators, may be import�ci only after the local supply is exhausted, The Contractor shall emnloy on.ly such superintendents, forenen, anc� workmen who arQ careful, competent, and fully quali�ied to perfor�n the duties or tasks assigned to them, and the Engine�r may demand and secure the summary dismissal oP any person or persons employed by the Contractor in or about or on the work who, in the opinion of the Owner, sha11 misconduct himself or be found to bP incompetent, disrespectful, intemperate, dishonest, or C7-7 (2) l._ � L' t �. i �T f° otherwise objectionable or neglectFut in�the proper performance of his or their duties, or who neglects or refuses to comply with or carry out the directioas of the Owner, and s�ich person or persons shatl not be employed again thereon without written consent of the Engineer. Al1 workme.a shall have sufficient skill, abil.ity, and experience to properly perforrn the work assigned to them and operaL-� any �quipment necessary to properly carry out the perFormanc� oF the assigned duties. The Contractor shall.furnish and maintain on the work all such equipment as is considered to be necessary for prosecution oi the work in an acceptable manner and at a satisfactory rate of urogress. All equipment, tools, and machinery used For handling materials and executing any part of the work shall be subject to the approval �F the Engineer and shall be maintained in a satisfactory, sate and efficient working condition. Equi�ment on any portion oF the work shall be such that no injury to the work, workmPn or adjacent property will result from its use. C7-7.6 WORK SCHEDULE; Elapse3 working days shall be computed �- starting with the first day �f work complyte3 as de�ined in C1-1.23 "��TORKING DAY" or the date stipulated in the "WORK OROER" for beginning work, whichever comes first. Nothing in these Contract nocuments shall be construed as f� prohibitin�� the Contractor from working on Saturday, Sunday o.r Legal Holidays, providing that the Eollowing requirements are met: L.. a. A request to work on a specific Legal Holiday must be madP to the than the proceeding Thursday. Saturday, Sunday or Engineer no later �� _ �� b- Any work to 'oe done on the project on such a speciEic �aturd3y, Sunday or Legal Holiday must be, in the opinion of the Engineer, essential to the timely completion of the project. The Engineer's decision shall be final in response to such a request for approval to work on a speciEic Saturday, Sunday or Legal Holiday, and no extra compensation shall be allowed to the Contractor Por any work performed on such a specif ic Saturday, Sunday or Legal �oliday. Calendar Days shall be defined in C1-1.24 and the Contractor may work as he so desires. C7-7 (3) � 1 C7-7.7 TIME OF COMMENCEMENT AND COMPLETION: The shall commence the working operations within specified in the Contract Documents and set forth i Order. Failure to do so shall be considered by th abandonment of the Contract by the Contractor and may proceed as he sees fit. Contractor � the time n the Work e Owner as � the Owner The Contractor shall maintain a rate of progress such as will insure that the whole work will be performed and the premises cleaned up in accordance with the Contract Documents and within the time established in such documents and such extension of time as may be properly authorized by the Owner. C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor's request for an extension of time of completion shall be considered , only when the request for such extension is submitted in writing to the Engineer within s even days from and after the time alleged cause of delay shall have occurred. Should an extension of the time of completion be requested such request will be forwarded to the City Council for approval . In adjusting the contract time for completion of work, consideration will be given to unforseeable causes beyond the control of and without the fault or negligence of the Contractor, including but limited to acts of the public enemy, acts of the Owner, fire, flood, tornadoes, epidemics, quarantine restrictions, strikes, freight embargoes, or delays of sub-contractors due to such causes. When the date of completion is based on a calendar day bid, a request for extension of time because of inclement weather will not be considered. A request for extension of time due to inability to obtain supplies and materials will be considered only when a review of the Contractor's purchase order dates and other pertinent data as requested by the Engic�eer indicates that the Contractor has made a bonafide attempt to secure delivery on schedule: This shall include effor�s to obtain the supplies and materials from alternate sources in case the first source cannot make delivery. If satisfactory execution and completion of the contract should require work and materials in greater amounts or quantities than those set forth in the approveci Contract Documents, then the contract time may be increased by Change Order. C7-7.9 DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if C7-7 (4) L� � F� � t �� any, which is to be furnished by the City. When suc� extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Engin�eer and if by him found correct shall be approved and rePerred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding. If delay is caused by specific or,ders given by the Engineers to stop work, or by the performance of extra work, or by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City Council; and no such extension of time shall release the Contractor or the surety on his performance bond fr�om all his obligations hereunder which shall remain in full force until the discharge of the contract. C7-7.10 TIME OF COMPLETION: The time of completion is an �� essential element of the contract. Each bidder shall indieate in the appropriate place on the last page of the Proposal the number of working days or calendar days that he will require to fully complete this contract or the time o.f completion will �, be specified by the City in the Proposal section of the contract documents. The number of days indicated shall be a realistic.estimate of the time required to complete the work covered by the specific contract being bid upon. The amount of time so stated by the f"' successful bidder or the City will become the time of completion specified in the Contract Documents. �N � l_ � `J For each calendar day that any work shall remain uncompleted after the time specified_in the Contract Documents, or the increased time granted by the Owner, or as automatically increased by additional work or materials ordered after the contract is signed, the sum per day given in the following schedule, unless otherwise specified in other parts of the Contract Documents, will be deducted from monies due the Contractor, not as a penalty, but as liquidated damages suffered by the Owner. ' AMOUNT OF CONTRACT Less than $ 5,000 $ 5,001 to $ 15,000 $ 15,001 to $ 25,000 $ 25,001 to $ 50,000 $ 50,001 to $ 100,000 $ 100,001 to $ 500,000 C7-7 (5) inclusive $ inclusive $ incLusive $ inclusive $ inclusive $ inclusive $ 35.00 45.00 63.00 105.00 154.00 210.00 �I� $ 500,001 to $1,000,001 to $2,000,001 and over $1,000,000 inclusive $ 315.00 $2,000,000 inclusive $ 420.00 ' � 630.00 The parties hereto understand and agree that any harm to the City caused by the Contractor's delay in completing the work hereunder in the time specified by the Contract��ocuments would be incapable or very ditEicult oF accurate estimation, and tha� the "Amount oF Liquidated Damages Per Day", as ��t out above, is a reasonable forecast of just compe_nsation due the City for harm caused by any delay. C7-7.11 SUSPENSION BY COURT ORDER: The Contractor shall suspend operations on such part or parts of the work ordered by a.ny court, and will not be entitled to additional compensation by virtue of such court order. Neither will he be -liable to the City in the even�t the work is suspended by a Court Order. Neither will the Owner bA liable to the Contractor by virtue oP any Cou.rt �rder or action for which the Owne.r is not solely responsible. C7-7.12 TEMPORARY SUSPENSION: The Owner shall h•ave the right to suspend the work operation wholly or in part Eor such Qeriod or Qeriods of time as he may deem necessary due to unsuitable weather conditions or any other unfavorable conditions which in the opinion of the Owner or Engineer cause further prosecution of the work to be unsatisfactory or detrimental to the interest of the project. During temporary suspension of woYk covered by this contract, for any reason, the Owner will mak� no extra paym�nt for stand-by time of constzuction equipment and/or con5t.ruction cre�ws. If it shoul3 become necessary to suspend wor'�c for an indefinite period, the Contractor shall store alI materials in such _manner that they will not obstruct or impede the public unnecessarily x�or become damaged in any way, and he shall take every precauti�n to Qrevent damage or deteriorati�n of the work:.;�Prformed; he shall provide suitable drainage about th� work, and erect temporary structures where necessary. Shoutd the Contractor not be abl� to comnlete a portion of the oroject due to causes beyond the control of and without the fault or negligence of the Contractor as set Forth in Paragraph C7-7.8 EXTENSION OF THE TIME OF COMPLETION, and should it be determined by mutual cons�nt ot the Contractor and the Engineer that a solution to allow construction to �roceed is not available within a reasonable period of time, then the Contractor may be reimbursed for the cost of movinq his equipment off the job and returning the necessary e�uipment to the job when it is determined by the Engineer C7-7 (6) � a that constructi�n may be resumed. Such reimbursement shall be � ba�ed on actual cost to the Contractor of moving the equipment and no profit will be allowed. . . No reimbursement shall be allowed iF the equi�ment is mov�d �o � another construction oroject for the City of Fort �Vorth. The Contractor shall not a fr.om the Engineer and shall �romptly when notiEie operations. � � � � � f'" � � susQend work without written notice oroceed with the work operations d by the Engineer to so resume C7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY: �Vhenever, because of National Emergency, so declared by the President oE the United States or other �awful authority, it becomes impossible Eor the Contractor to obtain all oF the necessary labor, materials, and equipment for the prosecution of. the work with reasonable continuity For a p?riod of two months, the Contractor shall within seven days notify the City in writing, giving a detailed statement of the efforts which have been mad� and listing all necessary items ot labor, materials, and equipment not obt�inable. . If, after investigations, the Owner finds that such conditions existing and that the inability oE the Contractor to proceed is not attributable in whole or in part to the f�u1t or cieglect of the Contract, then i� the Owner cannot after reasonable effort assist the Contractor in procuring and making available the ne�`s5ary labor, materials and equinment within thirty days, the Contrac tor may request the Owner to terminatp the contract and the �wner may comply with the request, and the termination shall be conditioned and b�sed upon a Einal settlement mutually acceptable to both thz Owner and the Contractor and final payment shall be made in accordance with the terms of the agr�ed settlement, which shall include, but nfl t be limited i:o, the payment for all work executed but no anticipated orofits on work which has not been performed. ._ C7-7.14 SUSPENSION OR ABANDONI��NT OF THE W(1RK ANII ANNIILMENT OF � CONTRACT: The work operations�on all oruany��portion or section of the work under Contract s�all be suspended immediately on written order oE the Engineer or the Co,ntract may be d�clared cancelle3 by the City Council for any good and � sufficient cause. The followinq, by way ot example, but not oE limitation, may be considered gr�unds for suspPasion or cancellation: L"J L a. F�ilure of the Contractor to commence work operations within the time specified in the Work Order issued by the Owner. �,_� �,� � b. Substantiat evidence that progress of the work opPrations by Contractor is insufFicient to complete the work within the speciFied time. c. � Failure of the Contractor to provide and maintain sufEicient labor and equipment to properly execute the working operations. Substantial evidence that the Contractor has abandoned the work. e. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the work satisfactorily. f. Failure on the part oP the Contractor to observe� any requirements oE the Contract Documents or to comply with any orders given by the Engineer or Owner provided for in these Contract Documents. g. Fail��re of the Contractor promptly to make good any defect in mat�rials or workmanship, or any defects oE any nature the correction of which has been directed in writing by the Engin�er or the �wner. h. Substantial of illegally fraud on the contract. evidence of collusion for the purpose procuring a contract or perpetrating City in the construction of work under i. A substantial indication that the Contr.3ct�r 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 fhe Contractor shall for any cause whatsoever not carry on the working operation in an acceptable manner. If the Cont.ractor commences legal action against the Owner. A copy of the suspension order or action of the City Council shall be s�rved on the Contractor's Sureties. When work is suspended for any cause or causes, or when the contract is cancelled, the Contractor shall discontinue the work or such oart thereof as the Owner shall designate, whereupon the Sureties may, at their option, assume the contract or that portion ther2oP which the Owner has ordered the Contractor to discontinue, and may perform the same or may, with the written C7-7 (8) � � � �b � C' � � �� LJ r� � consent of the Owner, sublet the work or that portion of the work as tiaken over, provided however, that the Sureties shall exercise their option, if at all, within two weeks after the written notice to discontinue the work has been served upon the Contractor and upon the Sureties or their authorized agents. The Sureties, in such event shall assume the Contractor's place in all respects, and shall be paid by the Owner for all work performed by them in accordance with the terms of the Contract Documents. All monies remaining due the Contractor at the time of this default shall thereupon become due and payable to the Sureties as the work progresses, subject to all of the terms of the Contract Documents. In case the Sureties do not, within the hereinabove specified time, exercise their right and option to assume the contract responsibilities, or that portion thereof which the Owner has ordered by the Contractor to discontinue, then the Owner shall have the power to complete, by contract or otherwise, as it may determine, the work herein described or such part thereof as it may deem necessary, and the Contractor hereto agrees that the Owner shall have the right to take possession ot and use any materials, plants, tools, equipment, supplies, and property of any kind provided by the Contractor for the purpose of. carrying on the work and to procure other tools, equipment, materials, labor and property for the completion of the work, and to charge to the account of the Contractor.of said contract expense for labor, materials, tools, equipment, and all expenses incidental thereto. The expense so charged shall be deducted by the Owner from such monies as may be due or may become due at any time thereafter to the Contractor under and by virtue of the Contract or any part thereof. The Owner shall not be required to obtain the lowest bid for the work completing the contract, but the expense to be deducted shall be the actual cost of the owner of such work. In case such expenses shall exceed the amount which would have been payable under the Contract if the same had been completed by the Contractor, then the Contractor and his Sureties shall pay the amount of such excess to the City on notice from the Owner of the excess due. When any particular part of the work is being carried on by the Owner by contract or otherwise under the provisions of this section, the Contractor shall continue the remainder of the work in conformity with the terms of the Contract Documents and in such a manner as to not h,inder or interfere with per�ormance of the�work by the Owner. C7-7.15 FULFILLMENT OF CONTRACT: The Contract will be considered as having been fulfilled, save as provided in any bond or bonds or by law, when all the work and all sections or parts of the project covered by the Contract Documents have C7-7 (9) �J been finished and completed, the final inspection made by the Engineer, and the Final acceptance and final payment made by the Owner. C7-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER: A. NOTICE OF TERMINATION: The performance of the work under this contract may be terminated by the Owner in whole, or� froin time to time in part, in acco�dance witn this section, whenever the Owner shall determine that such termination is in the best int�rest oF the Owner. Any suc'n termination shall be effected by mailing a notice oF termination to the iontractor specifying the extent � to which per£ormance of work under the contract is terminated, an3 the date upon which such termination becomes effective. Receipt of the notice shall be deemed co�nclusively presumed and established when the letter is placed in the United Stat�s Hail by the Owner. Further, it shall be deemed conclusively presumed and established tha� such termination is made with just cause as therein stated; and no prooF in any claim, demand or suit shall be required of the Owner regarding such discretionary action. B. CONTRACTOR ACTION: After receipt of a notice of termination, and except as otherwise directed by the Enginzer, the Contractor shall: 1. Stop work under the contract on �he date and to the ex�tent speci.fied in the notice �f termination; 2. place no further orders or subcontracts for materials, services or facilities except as - may be necessary for completion of such portion of the work under the contract as is not terminated; 3, terminate all �rders and subcontracts to the extent that they relate to the performance of work terminated by the notice of termination; 4. transfer title to the Owner and deliver in the manner, at the times, and to the extent, iP any, dirscted by the Engineer: C7-7 (10) � t �� L�.! � � Lw! 5. a, the fabricated or unfabricated parts, work in process, completed work, supplies and other ma�erial produced as a part of, or acquired in connection with the performance of, the work terminated by the notice of termination; and . b, the complPted, or partially completed plans, drawings, information and other property which, if the contract had been completed, would have been required to be fnrnished to the Owner. complete as shall notice of performance of such part of the work not have been terminated by the � termination; and 6. take such action as may be necessary, or as the Engineer may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the Owner has or may acquire the rest. � At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the Engineer a list, certified as to quantity and �' guality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by the Engineer. Not later than 15 days �� thereafter, the Owner shall accept title to such items provided, that the list submitted shall be � subject to verification by the Engineer upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the /'� 1 i s t as submi tted, shall be made prior to f inal settlement. � � � D � C. TERMINATION CLAIM: Within 60 days after notice of termination, the Contractor shall submit his termination claim to the Engineer in the form and with the certification prescribed by the Engineer. Unless one or more extensions in writing are granted .by the .Owner upon request ot the Contractor, made in writing within such 60-day period or authorized extension thereof, any and all such claims shall be conclusively deemed waived. �,_� � �� . AMOUNTS: Subject to the p.rovisions oF Ite�n C7-7.16(C), the Contractor and Owner may agree upon the whole or any part oP the amount or amounts to be paid to the Contractor by reason of_ the total or �artial termination of work pursuant hereto; provided, that such agreed amount or amounts shall never exceed the total contract urice as reduced by the amount of payments otherwise made and as further reduced by the contract price of work not terminated. The contract shall be amended accordingly, and the Cont.ractor shall be paid the agreed amount�. No amount shall be due For lost or anticipated profits. Nothing in C7-7.i6(E> hereaFter, prescribing tne amount to be paid to the , Contractor in the event oE failure oF the Contractor by reason of th� t�rmination of work pursuant t� this section, shall be dezmed to limit, restrict or otherwise determine or atfect the amount or amounts which may be agreed upon to be paid to the iontractor pursuant to this paragra�h. E. FAILURE TO AGREE: In the event of the failure oF the Contractor and the Owner to agree as provided in C7-7.16 (D) upon the whole amount to be paid to the Contractor by reason of the termination of wor;c pursuant to this section the Owner shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reas�n of the termination and shall pay to the Contractor the amounts determined. No amount shall be due for lost or anticipated profits. F. DEDUCTIONS: In arriving at the amount due the contractor under this section, there shall be deducted (a) all unliquidated advance or other payments on account theretoFore made to the Contractor, applicable to the terminated portion of this contract; (b) any claim which the Owner may hav� against the Contractor in connection with this contract; and (c) the agreed price Eor, or the proceeds of sale of, any materials, supplies or other things kept by the Contractor or sold, pursuant to the provisions of this clause, and not otherwise recovered by or credited to the Owner. r. ADJUSTMENT: If the termination hereunder be partial, prior to the s�ttlement of the ter�ninated portion of this contract, the Contractor may file with the Engineer a request in writing for an C7-7 (12> L � equitable adjustment of the price or prices �, specified in the contract relating to the continued portion of the �ontract (the portion not termina�ed by the notice of termination), such equitable adjustment as may be agreed upon shall be made in such price or prices; nothing contained herein, � however, shall limit the right of the Owner and the Contractor to agree upon the amount or amounts to a be paid to the Contractor for the completion of the continued portion of the contract when said contract does not contain an established contract � price for such continued portion. " H. NO LIMITATION OF RIGHTS: Nothing contained in this section shall limit or alter the rights which the p Owner may have for termination of this contract under C7-7.14 hereof entitled "Suspension of Abandonment of the work and Amendment of Contract" � or any other right which Owner may have for def ault or breach of contract by Contractor. � C7-7.17 SAFETY METHODS AND PRACTICES: The Contractor shall be responsible for initiating, maintaining, and supervising a1Z saf ety precautions and programs in connection with the work at all times and shall assume all responsibilities for their � enforcement. The Contractor shall comply with federal, state, and local � laws, ordinances, and regulations so as to protect person and property f rom injury, including death, or damage in connection with the work. � ' � a - M1 � 1 � � � C7-7 (13) U � PART C - GENERAL CONDITIONS C8-8 MEASUREMENT AND PAy�NT SECTION C8-8 MEASUREMENT AND PAYMENT � � C8-8.1 MEASUREMENT OF QUANTITIES: The determination of [� quantities of work perFormed by the Contractor and authorized by the Contract Documents acceptably completed under the term of the Contract �ocuments shall be made by the Engineer S on measurements made b the En . based �-+ y gineer. These measurements will be made according to the United States Standard Measurements used in commo n p ractice, and will be the actual length, area, solid contents, numbers, and weights of the materials and items installed. L 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 Contrac tor of all labor, tools, materials, machinery, equipment, appliances and appurtenances necessary for the construction of and the completion in a manner acceptable to the Engineer of all work to be done under these Contract �K Documents. The "Unit Price" shall include all permanent and temporary � protection of overhead, surf ace, and underground structures cleanup, .finished, overhead expense, bond, insurance, patent �n fees, royalties, risk due to the elements and other causes, delays, profits, injuries, damages claims, taxes, and all other items not specifically mentioned that may be required to fully construct each item of the work complete in place and in a satisfactory condition for operation. �,� - C8-8.3 LUMP SUM: When in the Proposal a"Lump Sum" is set �� forth, the said "Lump Sum" shall represent the total cost tor , the Contractor to furnish all labor, tools, materials, machinery, equipment, appurtenances, and all subsidary work F* necessary f or the construction and completion of all the work to provide a compl`te and functional item as detailed in the Special Contract Documents and/or Plans. C8-8.4 SCOPE OF PAYMENT: The Contractor shall receive and accept the compensation, as herein provided, in full payment For furnishing all labor, tools, materials, and incidentals for performing all work contemplated and embraced under these Contract Documents, for all loss and damage arising out o£ the nature of the work or from the action of the elements, for any unforeseen defects or obstructions which may arise or be encountered during the prosecution of the work at any time L�JI C8-8 (1> r� before its final acceptance by the Owner, (except as p.rovided in paragraph CS-5.14) for all risks of whatever description connected with the prosecution of the work, for all expense incurred by or in consequence of suspension or discontinuance of such prosecution oF the working operations as herein specified, or any and all infringements of patents, trademarks, copyrights, or other legal reservations, and for compteteing the work in an acceptable manner according to the terms o£ the Contract nocuments. The payment of any current or nartial estimatP prior to final acceptance of the work by the Owner shall in no way constitute an acknowledgment of the acceptance of the work, ma�erials, �r equipment, nor in any way prejudice or affect the obligations of.t'he Contractor to repair, correct, renew, or replace a� his own �nd proper expense any deFects or imperFections in the cons'truction or in the streagth or quality of the mat?rial used or equipment or machinery furnished in or about th� construction of the work under contract and its appurtenances, or any damage due or attributed to such defects, which defects, imperfection, or damage shall hav2 been discovered on or before the final inspection and acceptance of work or during the one y�ar guaranty period after final acceptance. The Owner shall be the sole judge oE such defects, imperEections, or damage, and the Contractor shall be liable to the Owner Eor failure to correct thP same as provided herein. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Between the lst and 5th day of each month the Contractor shall submit to the Engineer a statement showing an estimate of the value of the work done during the pr�vious month, or estimate pPriod under the Contract Documents. Not later than the lOth day of the month the Engineer shall verify such estimate, and if it is found to be acceptable and the value of work performed since the last partial payment was made exceeds one hundred dollars ($10U.00) in amount, 90� of such estimated sum will be paid to the Contractor if the total contract amount is less than $400,000, or 95� of such estimated sum will be paid to the Contractor if the total contract amount is $400,000 or greater within twenty-fivz (25) days aFt�r the regular estimate period. The Lity will have the option of przparing estimates on Forms furnished by the City. The partial estimate may include acceptable nonperishable matQrials delivered to the work which are to be incorporated into the work�as a permanent part thereof, but which at the the time of the estimate have not been installed. (such payment will be allowed on a basis of 85$ oF the aet invoice value thereo.f .).The Contractor shall furnish the Engineer such information as he may request to aid C8-8 (2) � L�' � l �J L*� � � � � �r him as a guide in the verification or the prepar�tion of partial estimates. It is understood that the partial estimate from month to month will be approximate only, and all partial monthly estimates and payment will be subject to correctiun in the estimate rendered following the discov�ry of an error in any_ previous estimate,3nd such estimat=� shall not, in any respect, be tak�n as an admission of the Owner of tize amount oF w�rk 3one or of_ its quality of suf Eiciency, or as an acceotance of the work c�one or the release of the Contractor of aay oE 'nis responsibilities under the Contract Documents. The City reservPs the right to withhold the paymQnt oE any monthly estimate if the con�ractor fails to perform the work strictly in accordance with the specifications or provisions of this contrac t. C8-8.6 WITHHOLDING PAYMENT: Paymen� on any estimate or estimates may be held in abeyance if the perf��rmance oP the con5t.ructi��n ooerations is not in accordance with the requirements of the Contract Docume:�ts. C8-8.7 FINAL ACCEPTANCE: Whenev�r the improvements.providzd For by the Contract Documents sh�ll have been comgleted an.d all requir�ments oF the Contract Documents shall have been fulfilled on the part of the Contractor, the Contractor shall notify the Engineer in writing that the improvements are ready for the final inspection. The Engineer shall notify the appropriate officials of the Owner, wi11 within a r�asonable time make such f inal inspection, and if the work is satisfactory, in an acceptable conditioa, an�d has been complet�d in accordance with the terms of the Contract Documents and all approved modi�ications thereoP, the Engineer will initiate the processing of the final estimate and recommend final acceptance oE the project and final payment thereEor as outlined in C8-8.8 below. C8-8.8 FINAL PAYMENT: Whenev�r all the impr�vem�nts provided � for by the Contract Documents and all approved modifications thereoE shall have been completed and all requir�ments of the Contract Documents have been fulfilled on the part of the Contractor, a final estimate showing the value of the work l� will be prepared by the Engineer as soon as the necessary meaaurements, computations, and checks can be made. � l� � All prior estimates upon which payment has been made are subject to necessary correc�ions or ravisions in the Final payment. � C8-8 (3) ' ii, 'rhe ac�ount of the final estimate, less previous payments and any sum that have been deducted or retained under the provisions of ttie Contract Documents, will be paid to the :ontractor within 60 days after final acceptance by the Owner on a proper resolution of the City Council, provided the Contractor has furnished to the Owner satisfactory evidence of payment as follows: Prior to submission of the final estimate for payment, the Contractor shall execute an aff'idavit, as Purnished by the City, certi.Eying that all persons, Eirms, associations, corporations, or otiler organizations furnishing labo.r and/or materials have been paid in full, tha� the wage scale established by the City Council in the City of Fort Worth has been paid, and that there are no claims pending for personal injury and/or progerty damages. The acceptance.by the Contractor of the last or final payment as a:foresaid shall onerate as and sha11 release the Owner from all claims or liabilities under the Contract for anytliing done or furnished or relating to the work under iontract Documents or any act or negle�t oE said City relating to or connected with the Contract. rhe making ot the the Contractor oF� Contract Documents � � ' � final Qayment by the Owner shall not relieve any guarantees or other requ.irements of the � which speciEically continue thereafter. C8-8.9 ADEQUACY OF DESIGN: It is understood that the Owner believes it has employed competent Engineers and design�rs to prepare the Contract Documents and all modifications o£ the approved Contract Documents. It is, therefore, agreed that the Owner shall be respon.sible for the adequacy of its own design Eeatures, sufficiency of the Contract Documents, the saFety oE the structure, and the practicability of the operations of the completed project, provided the Contractor has complied with the requirements of the said Contract Docutnents, all aopr.oved modifications thereof, and additions and alterations thereto approved in writing by the Owner. The burden of proof of such complianc� shall be upon the Contractor to show that he has complied with the said requirements of the Contract Documents, approved modifications thereof, and all approved additions and alterations thereto. C8-8.10 GENERAL GUARANTY: Neither the final certificate of payment nor any provision in the Contract Documents nor partial or entire occupancy �r use of the premises by the Owner shall constitute an acceptance of work not done in accordance with the Contract Oocuments or reliPve the Contractor of liability in respect to any express warranti.e.s or responsibility for faulty materials or workmanship. The Contractor shall remedy any defects or damages in the work and C8-8 (4) � � pay for an dama e to oth r Y g e work resulting therefrom whi.ch shall appear within a period of one year from the date of � final acceptance of the work unless a longer period is . specified andshall furnish a good and sufficient maintenance bond in the amount of 100 percent of the amount of the 1 contract which shall assure the perFormance of the general � guaranty as above outline. The Owner wili give notice of observe3 defects with reasonable promptness. - t �J � � � E� C8-8.11 SUBSIDIARY WORK: Any and all work specifically governed by documentary requirements f or the project, such as conditions imposed by the Plans, the General Contract Documents or these Special Contract Documents, in which no specific item for bid has been provided for in the Proposal, shall be considered as a subsidiary item of work, the cost o.f which shall be included in the price bid in the Proposal, for each bid item. Surface restoration, rock excavation and cleanup are general itzms of work which fall in the category of subsidiary work. C8-8.12 MISCELLANEOUS PLACEMENT OF MATERIAL: Material may be allocated under various bid items in thP Proposal to establish unit prices for miscellaneous placement of material. These mat�rials shall be used only when directed by the Engineer, depending on field conditions. Payment for miscellaneous placement of mat?rial will be made for only that amount of material used, measured to the nearest one-tenth unit. Payment for miscellaneous placement oF inatzrial shall be in accordance with the General Contrac t Dacuments regardless of the actual amount used for the project. C8-8.13 RECORD DOCUMENTS: Contractor shall keep on record a copy of all specifications, plans, addenda, modifications, � shop drawings and samples at the site, in good order and annotatzd to show all changes made during the construction � process. These shall be delivered to Engine�r upon completion of the work. [!I C 1 1 0 �8_8 �5� 1 � � � � � � � � a � � �. fi 1 � a 0 0 0 p � SECTION Cl �ur'r1,E1�►�NTARY CONDITIONS TO SECTION C u � SECTION C1: j SUPPLEMENTARY CONDITIONS TO PART C- GENERAL CONDITIONS � A. General These Supplementary Conditions amend or supplement the General Conditions of the Contract and other provisions of the Contract Documents as indicated below. Provisions �, which are not so amended or supplemented remain in full force and affect. B. C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS � ENTERPRISE CONIPLIANCE: Page C3-3 (1), should be deleted in its entirety and � replaced with the following: (�R Upon request, Contractor agrees to provide to Owner complete and accurate information L regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Woman Business Enterprise (WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books, records or files in its �J possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the �� commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being �` � determined to be irresponsible and baned from participating in City work for a period of � time of not less than three (3) years. � L � C. C3-3.7 BONDS: Page C3-3 (3), the paragraph after subparagraph d. Change the paragraph to read as follows: "No sureties will be accepted by the owner which are at the time in default or delinquent on any bonds or which are interested in any litigation against the Owner. All bonds shall be made on the forms furnished by the Owner and the surety shall be acceptable to the owner. In order for a surety to be acceptable to the City, (1) the name of the surety shall be included on the current U.S. Treasury List of Acceptable Sureties {Circulaz 870}, or (2) the surety must have capital and surplus equal to ten times the amount of the bond. The surety must be licensed to business in the state of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list or one-tenth (1/10) of the total capital and surplus. If reinsurance is required, the company writing the reinsurance must be authorized, accredited or trusteed to do business in Texas." D. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Page C8-8 (2), should be deleted in � its entirety and replaced with the following: Partial pay estimates shall be submitted by the Contractor or prepared by the City on the � Sth day and 20th day of each month that the work is in progress. The estimate shall be proceeded by the City on the lOth day and 25th day respectively. Estimates will be paid within 25 days following the end of the estimate period, less the appropriate retainage as � set out below. Partial pay estimates may include acceptable nonperishable materials delivered to the work place which are to be incorporated into the work as a permanent � Revised Pg.l 6i 04/99 W � Dpart thereof, but which at the time of the pay estimate have not been so installed. If such materials are included within a pay estimate, payment shall be based upon 85% of the net � voice value thereof. The Contractor will furnish the Engineer such information as may be reasonably requested to aid in the verification or the preparation of the pay estimate. For contracts of less than $400,000 at the time of execution, retainage shall be ten per cent (10%). For contracts of $400,000 or more at the time of execution, retainage shall � be five percent (5%). a Contractor shall pay subcontractors in accord with the subcontract agreement within five (5) business days after receipt by Contractor of the payment by City. Contractor's failure to make the required payments to subcontractors will authorize the City to withhold � future payments from the Contractor until compliance with this paragraph is accomplished. It is understood that the partial pay estimates will be approximate only, and all partial pay � estimates and payment of same will be subject to correction in the estimate rendered following the discovery of the mistake in any previous estim�te. Partial payment by Owner for the amount of work done or of its quality or sufficiency or acceptance of the � work done; shall not release the Contractor of any of its responsibilities under the Contract Documents. � The City reserves the right to withhold the payment of any partial estimate if the Contractor fails to perform the work in strict accordance with the specifications or other provisions of this contract. � E. C3-3.11 INSURANCE: Page C3-3 (5): Delete subparagraph "a. COMPENSATION INSURANCE" F. C3-3.11 INSURANCE: Page C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR INSURANCE AND BONDING" G. C6-6.12 CONTRACTOR'S RESPONSIBLITY FOR DAMAGE CLAIMS,: Page C6-6 (8), should be deleted in its entirety and replaced with the following: D Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the � Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not anv � such iniurv, dama�e or death is caused, in whole or in �art, bv the neQliQence or alleged neali�ence of Owner, its officers, servants, or emplovees. Contractor likewise �` covenants and agrees to indemnify and hold harmless the Owner from and against any �r' and all injuries to Owner's officers, servants and employees and any damage, loss or �„� destruction to properly of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not anv such iniury or damaQe is caused in whole or in nart bv the neQligence or alleged negli�ence of Owner, its officers, servants �,,, Revised Pg• 2 6/04l99 � L. � C t � �� U ' 1 , ' 1 ' ' ' ' ' e � � Revised 6/04/99 or emploVees.. In the event Owner receives a wntten claim for damages agauist the Contractor or its subcontractors prior to final payment, final payment sha11 not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carner. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. Pg. 3 � II 1 � � D �, U � r� u � � 0 � � PART D Special Condilz'ons Details lJ L�!J l� CI C L�. L�J l�J l�J � L�J � `!1 L�J � L�J '�J � ��l I�l PART D - SPEClAL �Of�QETIONS D-1 AWARD OF CONTRACT ....................................................................................... SC-3 D-2 SUBMiSSION OF CONTRACT DOCUMENTS ...................................................... SC-3 D-3 GENERAL .............................................................................................................. SC-4 D-4 TAX EXEMPTIONS ................................................................................................ SC-6 D-5 PROJECT DESIGNATION ..................................................................................... SC-6 D-6 EQUAL EMPLOYMENT PROVISIONS .................................................................. SC-6 D-7 PRE-CONSTRUCTION CONFERENCE ................................................................ SC-6 D-8 COORDINATION MEETINGS ................................................................................ SC-6 D-9 PROJECT ABANDONMENT .................................................................................. SC-6 D-10 BREAKDOWN OF BID PROPOSAL ...................................................................... SC-6 D-11 OMIT ...................................................................................................................... SC-6 D-12 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW ......... SC-7 D-13 MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE)COMPLIANCE... SC-9 D-14 CALENDAR DAY ..................................................................................................SC-11 D-15 SUBSIDIARY WORK ............................................................................................SC-11 D-16 WAGE RATES ......................................................................................................SC-11 D-17 EASEMENTS AND PERMITS ...............................................................................SC-12 D-18 COORDINATION WITH FORT WORTH WATER DEPARTMENT ........................SC-13 D-19 DAMAGE TO PRIVATE PROPERTY ....................................................................SC-13 D-20 SHOP DRAWINGS ...............................................................................................SC-13 D-21 CROSSING OF EXISTING UTILITIES ..................................................................SC-14 D-22 . EXISTING UTILITIES AND IMPROVEMENTS ......................................................SC-14 D-23 CONSTRUCTION TRAFFIC OVER PIPELINES ...................................................SC-15 D-24 TRAFFf��CONTROL .............................................................................................SC-15 D-25 PAYMENT .............................................................................................................SC-16 D-26 DELAYS ................................................................................................................SC-16 D-27 DETOURS ............................................................................................................SC-16 D-28 BARRICADES AND WARNING SIGNS ................................................................SC-16 D-29 EXAMINATION OF SITE .......................................................................................SC-16 D-30 ZONING COMPLIANCE ........................................................................................SC-17 D-31 WATER FOR CONSTRUCTION ...........................................................................SC-17 D-32 WASTE MATERIAL ..............................................................................................SC-17 D-33 CLEANUP FOR FINAL ACCEPTANCE .................................................................SC-17 D-34 PROPERTY ACCESS ...........................................................................................SC-17 D-35 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK ..........................SC-17 D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES .....................SC-17 D-37 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS .............................SC-18 D-38 SANITARY FACILITIES FOR WORKERS .............................................................SC-19 D-39 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ........................SC-19 D-40 RIGHT TO AUDIT .................................................................................................SC-19 D-41 INCREASE OR �ECREASE IN QUANTITIES ......................................................SC-19 D-42 CUTTING OF CONCRETE ...................................................................................SG20 D-43 PROJECT DESIGNATION SIGN ..........................................................................SG20 D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT ...............................SC-21 D-45 MISCELLANEOUS PLACEMENT OF MATERIAL .................................................SG21 D-46 TYPE ,�C„ BACKFILL .............................................................................................SG21 D-47 CRUSHED LIMESTONE BACKFILL .....................................................................SG21 D-48 2:27 CONCRETE ..................................................................................................SC-22 D-49 TRENCH EXCAVATION, BACKFILL AND COMPACTION ...................................SC-22 D-50 PAVEMENT REPAIR (E2-19) ...............................................................................SC-23 os��ss SC-1 l!1 0 �J L�J � �i L! i C'�� L�1 L�J � � � � �� J � �II� D-51 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 80.13 80.14 D-81 D-82 D-83 D-84 D-85 D-86 osi�3✓ss PART Q - SPEClAL �ONDITIONS TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY...SC-24 SANITARY SEWER MANHOLES .........................................................................SC-25 SANITARY SEWER S�ERVICES ...........................................................................SC-28 NOTUSED ...........................................................................................................SC-28 REMOVAL, SALVAGE AND ABANDONMENT OF EXISTING FACILITIES..........SC-28 DETECTABLE WARNING TAPES ........................................................................SC-30 PIPECLEANING ...................................................................................................SC-31 BARRICADES, WARNINGS AND FLAGMEN .......................................................SC-31 DISPOSAL OF SPOIVFILL MATERIAL ......................................:.........................SC-31 MECHANICS AND MATERIALMEN'S LIEN .......:::::::::::::::::::::::::::::::::::::::::::::::::::SC-31 SUBSTITUTIONS .............................................. SC-31 PRECONSTRUCTION TELEVISION INSPECTION/SANITARY SEWER LINES..SC-32 VACUUM TESTING OF SANlTARY SEWER MANHOLES ...................................SC-35 BYPASSPUMPING ..............................................................................................SC-36 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS .SC-36 SAMPLES AND QUALITY CONTROL TESTING ..................................................SC-38 TEMPORARY EROSION SEDIMENTS AND WATER POLLUTION CONTROL...SC-38 INGRESS AND EGRESS/ ACCESS TO DRIVES .................................................SC-39 PROTECTION OF TREES, PLANTS AND SOIL ...................................................SC-40 SITERESTORATION ...........................................................................................SC-40 STANDARD PRODUCT LIST ...............................................................................SC-40 STATE REVOLVING FUND (SRF) REQUIREMENTS ..........................................SC-40 TOPSOIL, SODDING AND SEEDING ...................................................................SC-40 CONFINED SPACE ENTRY PROGRAM ..............................................................SC-46 SUBSTANTIAL COMPLETION INSPECTION/F1NAL INSPECTION ....................SC-46 EXCAVATION NEAR TREES ...............................................................................SC-46 CONCRETE ENCASEMENT OF SEWER PIPE ...................................................SC-47 CLAYDAM ............................................................................................................SC-47 EXPLORATORY-EXCAVATION (D-HOLE) ...........................................................SC-47 ___ INSTALLATION OF WATER FACILITIES ...................,.........................................SC-48 POLYVINYAL (CHLORIDE PVC) WATER PIPE ...................................................SC-48 BLOCKING.............................................................................................:.............SC-48 TYPEOF CASING PIPE .......................................................................................SC-48 TIE-INS .................................................................................................................SC-49 CONNECTION OF EXISTING MAINS ..................................................................SC-49 VALVECUT-INS ...................................................................................................SC-49 WATERSERVICES ..............................................................................................SC-49 2-INCH TEMPORARY SERVICE LINE .................................................................SG51 ADJUST MANHOLES AND VAULTS (UTILITY CUT) .......................�....................SC-52 ADJUST WATER VALVE BOXES ..........................................................................SC-52 PURGING AND STERILIZATION OF WATER LINES ...........................................SC-52 WORK NEAR PRESSURE PLANE BOUNDARIES ...............................................SC-53 WATER SAMPLE STATION .................................................................................SC-53 DUCTILE IRON AND GRAY IRON FITTINGS ......................................................SC-54 SPRINKLING FOR DUST CONTROL ...................................................................SC-54 DEWATERING......................................................................................................SC-54 TRENCH EXCAVATION FOR DEEP TRENCHES ................................................SC-54 TREE PRUNING ...................................................................................................SC-54 TREEREMOVAL ..................................................................................................SC-55 TESTHOLES .......................................................................................................SC-56 SC-2 LJ l! 0 � � l�l L�J PART D - SPEGIAL CONDITIQNS FOR: MAIN BR AND MAIN 279 DRAINAGE AREA SANITARY SEWER SYSTEM (GROUP 7, CONTRACT 1), PART 4 �_ ___ __ FORT WORTH, TEXAS UNIT 1 DOE PROJECT NO. 2475 UNIT 2 DOE PROJECT NO. 2582 UNIT 3 DOE PROJECT NO. 2583 SEWER PROJECT NO. PS58-070580410060 D-1 AWARD OF CONTRACT: The City reserves the right to aban�on without obligation to the contractor, any part of the project, or the entire project, at any time before the contractor begins any construction work authorized by the City. Award, if made, shall be to the responsive low bidder. The following shall appl� for con#ract documents with multiple units of work. Each unit represents �-_ - ._ a: separate� prolect, each_with _an .individual_M(WBE specification _and -proposal =section.__T�.e _ _ ^ _� proposal sections are arranged to allow prospective bidders to submit bids on one �rnt, some of the units, or all of the units. Award of contract(s), if made, shall be to the responsive low bidder afor each individual unit. If a contractor is the responsive low bidder on finro units or more, a single set of contract documents consisting of all applicable units will be created and one sing(e award � of contract shall be made. The Contractor shall comply with the City's M/WBE Ordinance on each unit. Bidders shall submit individual and separate monthly M/WBE reports for each Unit �►�cluded-iR #k�e-Coatra�t_ � I,JI' �I t�� l�l Construction time on all units will run concurrently. For situations inuoUrang approved.contracts with multiple units, the total allowable construction completion time _period for all the units shall be the same as the unit with the longest construction time period. D-2 SUBMISSION OF CONTRACT DOCUMENTS, CONSTRUCTION START TIME AND - PRE-CONSTRUCTION �SUBMITTALS: The contractor(s) shall execute and return the contract documents to the Department of Engineering within ten (10) working. days after notification by the City. A Pre-Construction meeting date will be established and noted in the Letter to Contractor. The effective work order date will be set at the pre-construction conference. The contractor(s) shall be required to start construction on the project no later than ten (10) calendar working days after the pre-construction meeting date. The City shall begin to charge time on the project to the contractor eleven days after the pre-construction meeting date. �----Pe� City-ordinance-1-1923,-the contractor(s-}-shall-submit the-letters-of=inten�-or a-eopy-of-tho agreements with the approved M/WBE subcontractor(s) at or before th� pre-construction � conference. To expedite M/WBE compliance contractors are strvngly encouraged to submit the executed let�ers of intent (with M/WBE subcontractors) at the time of submittal• of the UTILIZATION FORM or GOOD �FAITH EFFORT FORM. The letter(s) must be signed by both p parties. If the contractor(s) fails to submit the letter(s) or agreement(s), the contractor(s) will not be allowed to begin work. Time on the project will start to accumulate at the end of the ten (10) days as stipulated above. , � � Additional submittals at time of pre-construction meeting�shall include (but not limited to): oa��yss SC-3 a —� r�o - ��c�� Contractors Work Plan and Schedule -- ------ Disposal Site for Waste Material-Infor-matior�- —_-- --- -- - - -- — - - Sub-Contractor ldentification Trench Safety Design (if required) Confined Space Entry Program Name and number of a responsible person for off hour emergencies Project schedu(e which must reflect a project completion date to be determined by the completion time period stipulated in the proposal section. The pre-constcuction conference is intended as a forum between the contractor and the app�opriate City staff to go over the project in detail and to afford the contractor the opportunity to submit all the required documents listed above. lf the contractor faiis to submif any of the required documenfs, the contractor wiil not be allowed to begin work and time on the projeci will start to accumulate. D-3 GENERAL: The order or precedence in case of conflicfs or discrepancies between various parts of the �ontra�t Documents subject to the ruling of the Engineer shall generally, but �not necessaNy, follow the guidelines listed below: �. ��ans 2. Contract Documents 3. Special Condiiions The following Special Conditions shall be applic�ble to this .project and sh�ll goVem over any con#licts with the General Contract Documents under the provisions stated above. The Contractor shall be responsible for defects in this project due to faulty materials and worfcmanship, or both, for a period of one (1) yeaY from date of final acceptance of this project by the City Council of the City of Fo�t Worth and will be required`to replace at his expense any part or all of this project which becomes defective due to these causes. The City reserves the right to abandon, without obligation to the Contractor, any part of the project, or the entire project, at any time before the Contractor begins any construction work authorized by the City. Contract, if awarded, shall be as described in "Award of Contract" above. Subject to modifications as herein contained, 'the` Fort Worth Water �Department's General Contract Documents and General Specifications, with laiest revisions, are made a part of the General Contract Documents for this project. The Plans, these Special Contract Documents and �-tf�e rules, �egulations,-�equirements,-instructions; drawings o� de�i�s reterred fo by manufac�ers name, or identification include �therein as specifying, referring or� imp(ying 'product — control,-} � performance, quality, or other shall be binding upon the contractor. The specifications a�d drawings shall be considered cooperative; therefore, work or material called for by one and not shown or mentioned in the other shall be accomplished or fumished in a faithful manner as though required by all. Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre- qualified with the Water Department to perForm such work in �.accordance with procedures os��s SC-4 �� LI �' � � � '� �� I� IIJ L! � � � � � `�= ��►:,��l�i��► described in the current Fo�t Worth Water Department General Specifications, which generat specifications shail govem performance of all such work. - This contract and projeci, where applicable, may also be govemed by �he finro following published specifications, except as modified by these Special Provisions: 1. STANDARD SPECIFICATIONS EOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH ,CENTRAL TEXAS A copy of either of these specifications may be purchased at the office of the Transportation and �Public Works Director, 1000 Throckmorton Sireet, 2nd Floor, Municipal Building, Fort Worth, . Texas 76102. The specifications applicable to each paX item are indicated by the call-out for the pay item by the designer. If not shown, then applicable published specifications in either of these a _ documents may be followed at the discretion of the Contractor. General Provisions shall be _, __ __ those of the Fort Worth document rather than Division 1-of the Horth CentraiT"exas c�ocument:— L! I ,'J a_ .:� � u � � �� Bidders shall not� separate, _detach or remove any portion, segment or sheets from the coniract.document at. any time. Faiture to bid or fully_ execute contract without.retaining_ contract documents intact may be grounds for designating bids as "non-responsive" anc�' rejecting bids or voiding contract as appropriate as determined by the City Engineer. *� INTERPRETATION AND PREPARATION OF PROPOSAL:_ __ . -q.- A. DELIVERY OF k'ROPOSAL: No�.proposal wiil be considered unless it is delivered, accompanied by its� proper Bid Security, fo the Purchasing Manager or his representative at the official location and stated time set forth in the "Notice to Bidders". It is the Bidder's sole �esponsibility to deliver the proposal at the proper time io the proper place. The mere fact that a proposal was dispatched will riot be considered. The Bidders must have the proposal actually delivered. Each proposal shall be iri a sealed envelope plainly marked with the word�'�� "PROPOSAL", and the name or description of the project as designated in the "Notice to ' Bidders". The envelope shall be addressed to the P�rchasing Manager, City of Fort Worth �� Purchasing Division, PO Box 17027, Fort Worth, Texas 76102. B. WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot be withdrawn prior to the time set for opening proposals. A reque�t for non-consideration of a proposal must be made in writing, addressed to the City Manager, and file� with� him prior to tF�e time set for the opening of proposals. After all proposals not requested for non- consic�eration are opened and publicly read aloud, the proposals for which non-consideration requests have been proper(y filed mav, at the option of the Owner b� retumed unopened, � C. TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the Purchasing Manager prior to the said a proposal opening time, and provided further. that the City Manager is satisfied that a written and duly authenticated confirmation of such telegrapliic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within foriy-eight (48) hours after the proposal opening tirne, no further consideration wi(I be � given to the proposal. os��ss . SC-5 !J � � PART D - SPECIAL GO�[D_ITI�NS _ � _�_ ___D-4 TAX- EXEMPTIONS: This contract_is issued b�r an organization which qualifies for� ___ exerrjption pursuant of the provisions of Article 20.04(F) of the Texas Limited Sales, Excise and Q Use Tax Aci. All equipment and materials not consumed by or incorporated into the project construction, are subject to State sales tax undec House Bill 11, enacted August 15, 1991. All such taxes shall be included in the various amounts on the Proposal Form. - The successful Q Bidder shall be cequired to submit a breakdown befinreen labor and material costs prior to execution of the contract. D-5 PROJECT DESIGNATION: Construction under these Special Documents shall be performed under the Project Designation: Projeet No. PS58-070580410060 -< t D-6 EQUAL EMPLOYMENT �PROVISIONS: Contractor shall cbmply with City Ordinance Number 7278 as amended by City Ordinance Number 7400 (Fort�Worth City Code Sections 13- A-21 through 12-A-29) prohibiting discrimination in employment practices. The Contractor shall post the required notice to that effect on the project site, and at his request, will be provided assistance by the City of Fort Worth's Equal Employment Officer who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. D-7 PRE-CONSTRUCTION CONFEFtENCE: Before the project work order is issued, a pre- c��strt�et�o�-Eo�feFe�ee-s�all-be-i-ield�-wit#-FepFese��a�ives-e€-��e-€ellowiR�--ageREies-�ese�tt:--6i�y Engineering Department, City Water Department, City Public Works Department,"other interested�� City Departments (such as Traffic), interested utility companies (such as gas, telephQne, and electric), Design Engineer and the successful Contractor. Contractor. shall submit a schedule .of operations at the pre-construction conference. D-8 COORDINATION MEETINGS: For coordination purposes, weekly meetings at the job site may be required to maintain the project on the desired schedule. The Contractor shall be present at all meetings. 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 BREAF(DOWN OF BID PROPOSAL: When requested by the Engineer, the Contractor shall fumish 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 ofcontract. - -D-11 INDEMNIF{C�rTION: OM1T —� � � � � � � � � � � � � � � 08h3/99 SC-6 �� '!J � � L�.I'� u � �� ' � I� .�J ��t•�►��tZ��■��+� D-12 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A. Definitions: 1. �ertification of coverage ("certificate"). A copy of a certificate of insurance, a Certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), 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. 2. Duration of the project -� includes the #ime from the beginning of the work on the project uniil the contractor's/person's work �on the project has been completed and accepted by the govemmental entity. 3. Persons providing services on the -project ("subcontractor" in �406.096)- includes all persons or entities performing all or part of the services the contractor has undertaken to perform�- on the--project,-�regardless �of=whether that-person cantraCfed�directty-wifh=the= --- contractor and regardless of whether that pe�rson has employees. This includes, without limitation, independent contractors� subcor�tractors, leasing companies, mot�or carriers, owner operators, employees of any such entity, or employees of any entity which fumishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other services �related to a project. "Services" does not include activities unrelated to �� 3he pmJei,t, su�l� as fi�uGl�ever�z��-rfd��`5�5ffice suppty—d�liverles, and delivery oT F- portable toi(ets. � "� ---8. The Contractor shaA provide coverage, based on, proper reporting of classification cod�s and payroll amounts and fi(ing of any coverage agreements, which meets the statutory requirements of Texas •Labor Code, Section 401.011(44)� or all employees of the Contractor providing services on the project, for the duraiion of the project. C. The Contractor mu�provide-a .�e�ificaie of c.��t�hsthe gc�vemrrrental entity priorto being awarded the contract. a 1 � D. If the coverage period shown on the contracto�'s cuRent certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a � new certificate of coverage with the govemmental entity showing that coverage has been extended. E. The Contractor shall obtain from each person providing services on a project, and provide the � ^ _ 8ovemmental entity: �_ �_ _ ` 1. /C certificate of coverage, prior to that person beginning work on the project, so the Dgovemmental entity will have on file certificates of coverage showing coverage for all ,Rerso�s providing services on tfie project;_and 2. No later than seven days after receipt by the contractor, a new certificate of coverage � showing extension of coverage, if the coverage period shown on the cuRent certificate of coverage ends during the duration of the project. D- 08/13/99 � SC_7 � rH��-s�4� -s n F. The contractor shall retain all required certificates of coverage for the duration of the project � and for one year thereafter. _ G. The contractor shall notify the govemmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or shou(d have known„ of any change that materially affect� the_ provisibn of cnverage o� `any person providing services on the project. i H. The contractor shall post on each project site a notice, in the text, form and martner prescribed by the Texas Worker's Compensation Commission, infoRning all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: 9:�Provide coVerage; ba�ed on propei� reportmg- on 'classif cation codes and -payroll amounts- - and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section '401.011(44) for all of its employees providing services on the project, for the duration of the project; � 2. Provide to the Contractor� prior to that person beginning work on the project, a certificate of coverage showing- that coverage is being provided for all employees of the person providing services on the project� for the duration of the project; ..� � 3. Provide the Contractor, prior to the end of the coverage period, a new certificate of �- coverage-showing extension� of coverage, if .the coverage- period shown on� the cu�rent ,certificate of coverage ends during the duration of the project; 4. Obtain from each other person with whom it.contracts, and provide to the Contractor: a.) A certificate of coverage, prior to the other person beginning wdrk on the project; and b.) A new certificate of coverage showing extension of coverage, prior to the end of the caverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 5. Retain all required certificates of coverage on file for the duration of the project and for one year thereafter. T_ _ 6. Notify the govemmental entity in writing by certified_mail or_personal delivery, within ten __� _ (10) days after the person knew or should have known, of any change that_materially ___ affects the provision of"coverage of any person providing services on the project; and 7. Contractually require each person with whom it contracts, to perform as required by paragrapt�s (1)-(7), with the certificates of coverage to be provided to the person for whom they are providing services. 8. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the govemmental entity that all employees of the_ 08/13/99 SC-$ � � � I'� � � n � L�J I� � � !!J F��T G - SF��L• GG['fD►ti'1�tS contractor who will prdvide services on the project will be covered by worker'a� compensation coverage for the duration of the'project, that the coverage wi(( be based'bn proper reporting- of ciassificatiorr codes and payroll amotants, and that- ail- coverage agreements wii( be `filed with the appropriate insurance carrier or, in the case of a self- insured, with the commission's Division of Self lnsurance Regulation. Providing false mr misleading info�tnation may subject_ the .contractor to administrative, criminal, civil penalties or other civil actior�s. . 9. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the govemmental entity to d�clare t�e contract void if the contractor does not remedy the breach within ten d�}rs aft�r receipt of notice of breach from the govemmentaf entity. � J. The contractor shall post a notice on each �roject site informing �II persons providing se�vices on the project that th�y are required to be covered, and stating how a person may verify current �coverage and _report failure to provide coverage. This notice does not satisfy other posting requirements irriposed by the� Texas Woricer's`�Crompensatian "Acf o�other -l'exas Worker's Compensation Commission rules. This rrotice°must be printed with a title in at least 30 point bold'type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker. population. The'text for the notices shall be the following text, wifhout any additional words or changes: � "REQUIRED WORKER'S COMPENSATION COVERAGE The law requires that each person working on this site or providing services related to this �, construction project must be covered. by workers' compensation insurarrce. This includes ==�' persons providing, hauling; - or deliverin� equipmeni 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 Workers Compensation Comrtiission� at r(512�40-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an em�loye�'s failure tb provide coverage". L�J u � u D-13 MtNORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE) COMPLIANCE: In accordance with Ciiy of Fort Worth Ordinance No. 11�923, the City of Fort Worth has goals for the participation of minority tsusiness enterprises and womeri business enter��rises in City contracts. The Ordinance is incorporated in these specifications by reference: A copy of the Ordinance may be obtained from the Office of the City Secretary: Failure to comply with the ordinance shall be a material breach of contract. T'`The M/VVBE UYILI�AYIC)N '�C��M, M/INBE GOAL� WAI�ER FORM AND GOOD FAITH EFFORT FORM, as applicable, must be submitted within five (5) city �busiriess 'days affer bid opening. Failure to comply shall render the bid non-responsive. a Upon request, contractor agrees �o provide the City complete and accurate information regarding actual work performed by a Minority or Women Business Enterprise (M/WBE) on the contract and payment thereof. Contractor further agrees to permit an audit and/or eicami��iion of any books, Q records or files in iis possession that will substantiate the actual worfc performed by an MBE and/or WBE. The misrepresentation of acts (other than a negligent misrepresentation) and/�r th�. os��s SC-9 •4�� ;,e�r. r� � t:� � L�J ��Fc i G — SrCGI S commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federat� state,_ o�C_local laws or ordinances _relating to false statement. Fu�ther; any- such{ misrepresentation---(other �than-a-negligent mis�epresentation) 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 noi less than three years. The Gity will consider the contractor's performance regarding its M/WBE-program- �n th� 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 subcontracts or co-signed letters of intent with approved M/V11BE subcontractors prior�to issuance of �the Notice to Proceed. Contractor shall also provide monthly reports on utilization of the subcontractors to the City's M/WBE office. � � '� � � The Contractor may count first and second tier subcontractors and/or suppliers toward meeting � the goals. The Contractor may count toward its goal a�portion of the total dollar amaunt of the contract with a joint venture equal_ to _the percentage of the MNVBE participation in the '�nt --- -- -- - — �- ----- - - -- --- - - �-venture for a clearly defined poction of the work to tie,pertormed. Alf M/WBEcontracto�s used in� "-� � meeting the goals must be certified prior to the award of the Contract. The M/WBE contractor(s) must be certified by either the North Central Texas Regional_ Certification Agencya (NETRCA).or Q Texas Department of Transportation (TxDO�, Highway Division and must_be.located in the. nine�r_,_ . (9) colinty marketplace at time of bid. ��"he Contractor shall contact all such M/WBE• subcontractors or suppliers prior°to listing them on tFie MMIBE utilizaiion or.good faith effort foRns a 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 subcmntracfor or supplier, "the- h!1/WBE �-�- - sha11 be given an opportunity to perfoRn the work. Whenever a change order exceeds 10% of th� - origina! contract, the iU11UVBE coordinator shall determine the goals applicable to the work :to be performed under the change order. During the term of the contract thezcontract shall: 1. Make no unjustified changes or defetions in it`s M/WBE participation commitments submitted with or subsequent to the bid, and, _ 2. If substantial subcontracting and/or sub�tantial supplier opportunities arise during the term of the contract which the contractor had represenied he would perform with his forces, the contractor shall notify the City before subcontracts or purchase orders are let, and shall be required ,to comply with modifications to goals as determined by the City, and , � � 3. Submit a REQUEST FOR APPROVAL OF CHANGE FORM, if the contractor desires to T �� change or�delete any�of the MNVBE subcontractors or suppli�-s. Justification_for change__._ __ may be granted for the follo�ring: � a. Failure of Subc:ontractor to provide evidence of coverage by Worke�s Compensation Insurance. b. Failure of Subcontractor to provide required gener,al liability of other insurance. os��ss � SC-10 � � � � � � � � � l�� !�1 � LJ 5� '• �' i _'� _ ` _ � �i � -c. Failure of Subcontractor to execute a standard subcontraCt form in the amount of the proposai used by the Contractor in preparing his M/WBE Participation plan. _ .. d. Default by the M/WBE subcontractor or supplier in the performance of the subcontractor. Within ten (10) days after final payment from the City, the �ontractor° shall provide the M/WBE Office with documentation to reflect final participation of each subcontractor and supplier used on the project, inclusive of M/WBEs. D-14 �CALENDAR DAY: Delete paragraph C1-1.24, in Part C-General Conditions, in its entirety and substitute the following new paragraph: � C1-1.24 Calendar Dav: A Calendar day is any day of the week or month. The Cont�actor will not be allowed • to work on Sundays or any holidays observed by the Cify of Fort .rj � _- _ _ _� Worth. _ - - - — _ -- -- - _-• ._ - - — - - � _„ �. _ _ - --- -- - - - � _ _ - _- _- ��_ _ � � U U � D-_ U 0 0_� a D-15 SUBSIDIARY WORK: Any and all work specifically govemed by documentary requirements for the project, such as conditions imposed by the Plans, the .General Contract Documents or these. Special Contract Documents, in which no specific _ item for bid has. been provided far in the Proposal� shall be considered as a subsidiary item of work, the cost of which �,� shall be included•in the price bid in the Pr�oposal for each bid item. Surface restoration, removal "�"- and replacement of fencing, and cleanup are general �tems of work which fall fi the category of ;� subsidiary work. . `�' D-16 WAGE RATES: The labor classifications and minimum wage rates set forth°herein have been predetermined by- the City Council of the City of Fort Worth, Texas, in accordance� with� -�- statutory requirements, as being the prevailing classifications and rates that shall govern' on all work performed by th� ContractoF-oFaray Subcontractor on the site of the project covered by these Contract Docume�ts. In no event shall less than the following rates of wages be paid. - (Attached) C(TY OF FORT WORTH HtGHWAY CONSTRUCTtON PREVA[LING WAGE RATE FOR 199� CLASSIFiCATION RATE CLASSIFICATION Air Tool Op�rator Asphalt Raker Asphalt Shoveler Batching Plant Weigher Batterboard Setter Carpenter Concrete Finisher (PAV) Concrete Finisher (STRS) Concrete Rubber Electrician Flagger Form Builder (STRS) oa��s $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__ _ _ _ ._ Laborer, Utility Mechanic' Oiler Servicer Piledriver Pipelayer Blaster � RATE SC-11 $8.913 $8.686 $8.427 _ $6.402 __ _ $7.461 _ $10.658 $8.698 $8.104 $7.500 $8.509 $11.333 P�RfiU - 51-'C�IAL (:UNUII�IUNS CLASSIFiCAT10N RATE M CLASSIFICATION - - - POWER�EQUIPMENT OPERATORS -� - Asphalt Distributor $8.404 Asphalt Paving Machine $9.053 Broom or Sweep`er Operator $7.908 Bulidozer; 150 HP or Less "$8.703� Bulidozer,> Over 150 HP $9.160 Concrete Paving Curing Mach.$8.213 Concrete Pav Finishing Mach. $9.453 Concrete Paving Form Grader$8.500 Concrete Paving Joint Mach. $9.042 Concrete Paving Joint Sealer $7.350 Concrete Pavi�g Float $7.875 Concrete Paving Saw_ �_ � $9.290 - - J"- � Concrete Paving Spreader $9.750� Slipform Machine $9.000 C�ane, Ciamshell, Backfioe, Derrick, Dragline,�Shovel__ (Less than 1 %Z cy) $9.513 Crane, Clamshell, Backhoe, Demck, Dragline, Shovel (1 %Z cy & Over) _ $10.517 Cn.tshing or Scrng Plt Opr. $9.500 �� Elevating Grader Foundaiion T Drill Oper. (Crawler Mounted) $10.000' Foundation Drill Operator (Truck Mounted) $11.138 Foundation Drill Opr Helper Front Ent Loader (2 '/2 CY or Less) $8.823 Front Ent Loader (Over 2 %Z Cl� $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 Ope�ator __ _ (Fine Grade) _ _ _ , $10.346_ Motor Grader Operator �9.891 Pavement Marking Machine $6.402 � RATE � Posthole Driller Operator $9.000 - - -Rolier,-Steel Wheel (Piant-Mix Pavements) $8.339 Roller, Steel Wheel �{Flafinrheel or Tamping) _$7.963 � Roller, Pneumatic Seif-Pro $7.403 Scraper -17 CY & Less $8.138 Scraper - Over 17 CY $8.205 Side Boom $7.793 Tractor - Crawler Type (150 HP & Less) $8.448 _ __ _ ___Tractor - Crawler Type _ - -- ---�--� �Over 150 HP)`--'Y_ -T $8.873 Tractor - Pneumatic $7.735 Trave(ing Mixer $7.615 Trenching Machin�.- Light $8.'i'88 '�renching Machine - Heavy $12.498 Wagon-Dril(, Boring Machine $9.000 Reinforcing Steel Setter (Pavin9) - - - $9.218 Rei�forcing Steel Setter (Structural) � $11.548 - �- - Steel Worke�-= Structurat' M $16.300 Sign Ere�tor $19.436 Spreader Box Operato� �$6.988 Barricade Servicer Zone Wk. $6.402 Mounted Sign Installer (Permanent Ground) $6.402 Tn.rck Driver - Single Axle (Light) $7.465 Truck Driver - Single Axle (Heavy) $8.067 Tn.ick Driver - Tandem Axle � � � � ,.,-- - - - � (Semi-Traile�) $7.816 Tnack Driver - Lowboy/Float $9.653 Truck Driver - Transit Mix $7.507 Y_._ _ Truck Driver - Winch _ _ $8.200_ __ , Vibrator Operator $7.000 Welder $10.459 .� � � � i� �� D-17 EASEMENTS AND PERMITS: The perFormance of this contract requires certain D temporary construction, right-of-entry agreements, and/or permits ta;. perform work on private properly. os✓��ss SC-12 � � � f ■J � � �J LJ � u � � � � �� l�J L] i'�� j � ��i � The City has attempted to obtain the temporary construction and/or right-of-entry agreements for properties wf�ere construction activify is necessary on Cify owned facilities, such as sewer,lines or manholes: -For-locationswhere-the-City-wast�nable to obtain the easement-or-right-of-entry, it� shall be the Contractor's responsibility to obtain fhe agreement prior to beginning work on subject property. This shall be subsidiary to the contract. The agreements which the City has obtained are available to the Contractor for. re�riew by_ contacting the plans desk at the Department of Engineering, City of Fort Worth. Also, it shall be the responsibility of the Contractor to obtain written permission from property owner,s to perform such work as cleanout repair and sewer service replacement on� private property. Contractor shall adhere to all requirements of Paragraph C6-6.10 of the General Contract Documents. The Contractor's attention is directed to the agreement terms along with any special conditions that may have been imposed on these agreements, by the property owners. The easements and/or private property shall be cleaned up after. use and restored to its originat 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 addit'ional property required. No additional`paymeniwill be allowed for th'is item. � " -- ' The City has obtained the necessary documentation for railroad and/or highway permits required for construction_ of this. project. The Contractor shall be_ responsible for complying with all provisions of such permits and shatl pay any and al1 costs associated with the permit(s). It is the Contractor's �responsibility to .provide the required flagmen and/or provide payment to the. . d� �: appropriate railroad/agency for all flagmen during construation in railroad/agency right-of-way. ," Any and'all costs associated with'compliance with permits(s) including payment for flagmen shall 't. be subsidiary to the project price. No additional payment will be allowed for this item. D-18 COORDtNAT10N W[TH FORT WORTH WATER DEPARTMENT: D�ring the construction of this project, it will be necessary to deactivate, for a period of time, rexisting lines. The Contractor shall be required to coordinate with the Water Department to determine the best fimes fo� 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, paveme�t and water and sewer services, at no cost to th� Owner. This shall be subsidiary to the contract and not� a separate pay item. D-20 SHOP DRAWINGS: Shop drawings shall be submitted by the Contractor �to the Construction Engineer, for all�equipment and materials for this proj�ct. Contractor shall submit seven (7) copies of shop drawings, layouts, manufacturers data and material schedules as may be required by the Engineer for his review. Such review by the Engineer shall include checking _ for general conformance with_the design concept of the_.project and�eneral compliance with information given in the General Contract Documents. Indicated action by the_EKgineer;� which. may resutt from his review, shall not constitute concurrence with any deviation from the plans and specifications unless such deviations are specifically identified by the method described below. and further shall not relieve the Contractor of responsibility for errors or omissions in the submitted data. -Processed shop drawing su�bmittal �are not change orders. The puipose of submittals, by the Contractor, is to demonstrate tffat the Contractor understands the design concept, and that he demonstrates his understanding by iridicating which equipment and materials he intends to fumish and install, and by de�ailing the fabrication and installation methods he intends to use. If deviations, disc�epancies or conflicts befinreen submittals and the oa��s SC-13 � FA-R'f G - S t�f5 design drawings and/or- specifications are discove�ed, either prior to or after submittals are processed, the design drawings_ -and specifications shalf �goverrr. The �ont�acior shalf be responsible for all dimensionswhich are-to�be�confirmed-and-correlated-afi th�job•site;-fabrication- --�- processes and techniques of construction, coordination of his work with that of other trades and satisfactory performance of his work. The Contractor shall check and verify all measurements and_ review submittals prior to being submitted,, and sign or initiaL a statement� included with. the _ submittal, which signifies compliance with the plans and specifications and dimensions suitable for the application. Any deviation from� the specified criteria shall be expressly stated � in writing in tMe submittal. Shop drawings shall be submitted for the following items prior to installation: 1. All pipe 2. Reinforced steel fabrication for structures 3. Cast Iron structural appurtenances � � � � � � ___ Shop drawings must be approved by the Engineer prior to the start of work. ___ __ __ __ _ ____� - ._.' '-- --'_-. ..�___ •--�., _.�,-_-- - _ ,- -.. ..� -�'-� r � ' --- - __•-.-•-_ r.� -�-_ - - - - - - D-21 CROSSlNG OF EXlSTING UTILITIES: Where a proposed water line crosses over a sanitary sewer or sanitary sewer service line and/or proposed sewer line crosses over a water _line and the clear_vertica( distance is less than 9 feet,barrel to� baRel, the _sanitary sewer or sanitary sewer service line shall be made water tight or be constructed of ductile iron piqe. The required length of replacement shall be determined by the ,Engineer. The material for sanitary sewer m�ins �and sanitary sewer laterals shall be Class 51 Ductile Iron Pipe�with polyethylene wrapping. The material for sanitary sewer service (ines shall be extra strength.cast iron soil pipe with polyethylene wrapping. Adapter fittings shall be a urethane or neoprene coupling ASTM C-425 with series 300 stainless steel compression straps. Payment for��work- such as backFill, •fittings, tie-ins and all other associated appurtenances - required, shall be included in the linear #oot price of the appropriate bid item. D-22 EXISTING UTILITIES AND IMPROVEMENTS: The plans show the locations of all known surface and subsurtace structures. However, the Owner assumes no responsibility for failure to show any or all of these stnactures on the Plans, or to show them in their exact location. It is mutually agreed that such failure shall not be considered sufficient basis for c(aims for additional compensation for extra wo� or for increasing the pay quantities in any manner whatsoever. The Contractor shall be responsible for verifying the locations of and protecting all existing u�tilities, service lines, or other property exposed by his� construction operations. Contractor shall make all necessary provisions for the support, protection, relocation, and/or„ temporary� relocation of all utifity poles, gas lines, telephone cables, utility services, water mains, sanitary sewer'lines, electrical cables, drainage pipes, and all other utilities and stn�ctures both above and below ground during� construction. The Contractor is liable for all damages done to such existing � �facilities as a resulf of his operations and�any_ and all cost incurred for the protection and/or temporary- relocation of such facilities shall be included in the cost bid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION WILL BE ALLOWED. Where existing utilities or serviae lines are cut, broken or damaged th� Contractor shall �eplace or repair the utilities o� serviee lines with �the same type of original material and constn]ction, or better, unless otherwise shown or• noted on the plans, at his °own cost and expense. The Contracto� shatl immediately notify the Owner of the damaged utility or service line. He shall osr��s SC-14 !J � ' ` ! � _ ` 0' % O.. cooperate with the Owners of all utilities to locate existing underground facilities and notify the Engineer of any conflicts in grades and alignment. Any and all permanent structures such as parking 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. a In case it is necessar�r to change or move the property of any Owner of a public utility, such property shall not be moved or interFered with until ordered to do so by the Engineer. The right is reserved to the owner of public utififies to enter upon the limits of the project for the purpose of � making such changes or repairs of their property that may be made r�ecessary by performance of this contract. o The utility lines and conduits shown on the plans are for information only and are not guaranteed . by the City-of the Engineer to be accurate as to extent, location, and depth;'they are shown on the plans as the best information available at the time of design, from the owners of the utilities � involved and from evidences found on the ground._ _ _ Y��_ T'^ _- D-23 CONSTRUCTION TRAFFIC OVER PIPELINES: It is apparent that certain construction a vehicles could exceed the load bearing capacity of the pipe under shallow bi�ry conditions. It will be the responsibility of t�e Contractor to protect both the new line and the existing lines from these possibly excessive loads. The Contractor shall not� at any time, cross the exi'sting or new o pipe with a truck delivering new pipe to the site. Anv damaqe to th� existing or new pipe will be�. repaired or �eplaced by the Contractor, at the Contractor's expense, to the satisfaction of the City.: : ... In locations wher�e it is not permissible. to cross the existing or proposed pipes without additionat� � Q, protection the Contractor may elect to provide additional protection of the pipes so that more _, .frequent crossings _ of the pipes .,are allowed. It. still is, however, the responsibility of the. � Contractor to repair any damage to the existing or proposed lines, if the damage re�ults from any phase of his construction operation. � '� � � l�J � � D-24 TRAFFIC CONTROL: The Eontractor-shal�be-responsible for providing traffic contro��. during the construction of this project consistent with the provision se� forth in the "1980 'i'exas, Manual on Uniform Traffic Control. Devices for Streets and Highways" issued under the authority., of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701d' Vemon's Ciyii Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. In addition, the Contractor shall comply with Cify of Fort Worth, Texas, February 1979, 7raffic Control Handbook for Construction and Maintenance Work Areas. The Contractor will not remove any regulatory sign, instruetional sign, street n�me sign or other sign which has been erected by the City. If it is determine�d that a sign must be rerrioved to permit required construction� the Contractor shall contact tFae Transportation/Public Wor{cs Department; Signs-and-Marlcings-Divis�orr, (Phone-Number`871=8100j`to remoGe the sign:-ln�the -case of regulatory signs, the Contractor must replace the �permanent sign with a temporary sign meeting the requirements of the above+referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until ihe temporary sign requirements are met. When construction work"is completed to the extent tt�at the permanent sign can be reinstalled� the Contractor shall again contact the Signs and Markings Division to rei�stall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed. os✓��s � SC-15 L ' ' � � ' C'. 7 O' 1. The Contractor shall fumistr barricades, flares, eic., for the protection of the public and the wor1F_ 2. The cost of the traffic control shall be included in the price bid for pipe compl�te in place � as bid in fhe�Proposal, and no other compe�sation will be�allowed. �.�; :� 3. � The Contracior shall furnish a traffic control plan to the Cify at the pre-construction meeting. The cost for traffic control shall be =subsidiary to the unit prices for this project. D-25 PAYMENT: Payment for all work and material involved in salvaging, abandoning, and/or removing af existing facilities shall be included in the linear foot bid price of the pipe except as follows: 9. Separate payment will be made for removal-of all fire hydrants, gate valves 16-inch and larger, and sanitary sewer manholes regardless of location.. = 2. PaymentLLwifl-be made for-salvaging,-abandoning,-and/or�remoiring-ofi�all other. existing- -Y facilities when said facility is not being replaced in the same trench, i.e., when removal requires a separate trenching operation. � � � � CI � �., � � D-26 DEL:AYS: The Contractor shaA receive no compensation for delays or hindrances ta'the' � � work, except when direct and unavoidable extra cost to the Contractor.is caused by the failure of the City to provide informa#ion�or material, if any, which is to be fumi�t�ed by the City. Whei� such �x�i a t.u� ��NG� ��a�iu� � ia L�ai� i ��J, d w� �ll�� 5idl�� rl il �� eil s� rdlf �e presenied ny ine �oncractor to the Engineer, and if by him found correct, shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by_ the Council shall be final and binding. �If defay is caused by specific orders given by the Engineers to stop wo�lc, or by the performance: of extra vvork, or by the failure of the City �a provide material or necessary instructions for carrying � on the work, then such .delay- will entitle the Contractor to an equivalent extensiort of time, his ' �pplication for which shatl� however, be subject to the approval of the C�ty Council; and no such extension of time shall release the Contractor or the surety on his perFormance bond from all his . obligations hereunder which shalf remain in full force until the discharge of the contract. D-27 DETOURS: The Contractor shall prosecute his work in such °a manner as to create a minimum of interruption to traffic and pedestcian facilities and ta- the� flow of vehicular and pedestrian traffic within the project area. D-28 BARRICADES AND WARNING SIGNS: Bamcades, waming and detour signs shall conform to the Standard Specifications "Bamers and Waming and/or Detour Signs," Item 524, and/or as shown on the plans. CQnstruction signing and bamcades shaU conform with "1980 Texas Manual on Uniform Traffic Control Devices, Vol. No�1" or latest edition there of. � D-29' EXAMtNATION`OF-SITE: It shall� 6e the �responsibility of the prospec�ive�bidder to�visif the project site and make such examinations and explorations as may be necessary to determine all conditions which may affect construction of this project. Particular attention should be given to methods of providing ingress and egress to adjacent private and pubtic properties, procedures for protecting existing improvements and � disposition of all materials to be removed. Proper consideraiion should be given ,to these details during the. preparation of the Proposal and all unusual canditions which may give rise to later contingencies should be brought ta the attention of the Owner prior to the submission of the Proposal. os��ss . SC-16 � � � � � �D _ _di O � � � [1� !RJ O I�� '�� J �v� ' l:tt�lr' = ' = = ' D-30 ZONING COMPLIANCE: During the construction of this project, the Contractor shall comply with present zoning requirements of the C�ry of Fo�t Worih in the use- of vacant property —for storage..purposes_ _— _ __ __ D-31 WATER FOR CONSTRUCTION: Water for �construction will be fumished by �he Contractor at his own expense. D-32 WAST� MATERIAL: AI! waste material shall become the property of the Contractor and shall be disposed of by the Contractor at locations approved by the Engineer. All materia( shall be disposed of in such a manner as to present a�eat appearanc� and to not obstnact proper drainage or to cause injury to street imp�ovements or to abutting property. � D-33 CLEANUP FOR FINAL ACCEPTANCE: Fina1 cleanup work shall be done fo� this project as soon as all construction has been completed. No more than seven days shall elapse after completion of construction before the roadway, right-of-inray, or easement is cleaned up to the � satisfaction of the Engineer. The Contractor shall make a final cleanup of all parts of the work before- acceptance by the City of Fort W�rth`or its-�representative:vThis cleanup-shall=7nclude - removal of all objectionable rocks, pieces of asphalt or concrete and other constructibn r'naterials, D and in general preparing the site of the work 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 adjacent �roperty shall be maintained at all time��" unt��s othErwis�dire�tetf bytt�E� �yi� ��tr`. ' " ��%'; D-35 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK: Prior to executing the Contract, it shall be the responsibility of tlie Contractor to fumish a schedule outlining the anticipated time for each phase of construction with stafting and completion date"s, including sufficient time being allowed for cleanup. D-36 SAFETI( RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES: The followin� procedures will be followed regarding the subject item on this contract: `• 1. A waming sign not less than five inches by seven inches; painted'yellow with black letters Dthat are legible at twelve feet shall be placed inside arid� outside vehicles such as cranes, derricks, power shovels, drilling rigs, pi(e drivers, hoisting equipment or similar apparatus. � The waming sign shall read as follows: "WARNING - UNLAWFUL TO OPERATE TtiIS' EQ�IIPMENT WITHIN SlX FEET OF H1GH VOLTAGE LINES." 2. 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. - � � a D 3. When necessary to work within six feet of high voltage electric lines, notification shall be given the powe� company (Texas Utility Electric) who will erect temporary mechanical barriers, de-energize the lines, or raise or lower the lines. The work done by the power company shall �ot be at the expense of the City o� Fori Worth. The notifying department shall maintain an accurate log of all such catls to Texas Utility Electric, and shall record action taken in each case. oa��s SC-17 . �7ART f1 _ CRE � 4. The Confractor is required� to make= arrangements� with the Texas Electric Service - company for the tempo�ary relocation o� raising; of high-voltage lines: at the Contractor's � _ _._ �_ _ sole cost and expense. _ __ __ _ _ _ _ = __..� w _,.�8 . _ _ ,__ 5. No person shall work within six�fieet of a high voltage line without_ protection having been , taken as outlined° in Paragraph (3). D-37 CONTRACTOR'S RESPONSI�ILITY, FOR DAMAGE CLAIMS: The Contractor covenants and agrees to indemnify, hold harmless and 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 injuries, including ,death, to any and all persons or property, of whatsoever kind of cF�aracter, whether real or asserfed, arising out of or incident to the services re(ating to ttie_ project to be performed by, said Confractor, its officers, agents, servants or employe�s, under the terms and conditions of this Contracx, whether or not caused by neg`ligence on the part of the City, or their office�s, agents, ser�ants or emptoyees; and said Contractor does hereby covenant and agree to assume all liability and responsibility of City for -=-injuries,-�claims�or-suit�=for-.damage�taany.and all personsoF property; of �►vhatsoeverkind--or`-� character, occurring d�ring the term of this agreement- and arising out of or by reason of service, , covenants or agreements� perFormed by said Contractor, its gfficers, agents, servants or employees. Contractor likewise covenants and agrees to, and does �hereby, indemnify and hold harmless #he City from and against any�and all injuries or damages. to property of City during the � performance of any of the terms and conditions of tfiis Contract, whether arising out of or in connection with or resulting from any and all acts• or omissions of the �City, their off�cers, agents, �c�a�►�s; or-�pl�yees�r-eattsed-bq-flegligence-orrtMe-pat-�of-£-it� ,--or-theiro�cers;-agents, _ . senrants employees andlor owners of ihe units and lots abutting th� units in this contract. In the-event a written claim f9r damages aga'ins� the Contractor remains unsettled at the=time all work on the project has been cornple#ed to the satisfaction_of the Director for the Department of Engineering, as eviclenced by a final inspection, final payment to the� Contractor shall not be recommended by the Director of Department of Engineering for a period of 30 days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Director that the claim �has .been settled and,Ha release has t�esn obtained from the -�claimant involved. 4 . � Although the sclaim �oncemed remains unsettled� as of the expiration of the above 30-day period, the Contractor may be deemed�fo.be entitled to a semi-final payment for work completed, such semi-final payment to be in an amount equal to the total dollar amount then due less #he dollar value of �ny wr�tten clairxis pending against the Contractor arising out of the performance of such work, and such semi-final payment�may then be recommended by the Director. The Director shall •not recommend final payment to a Contractor against whom such a chaim for damages is outstanding for a penod of six months following the date of the acceptance. for the- -�- --work pertormed-unless the-Contractor submitsevidenc�in writing-satisfactor�to-th� Directorthat:- 1. The claim has been settled and a,release has been obtained from the claimant involv.ed, or 2. Good faith efforts have been made to settle �such outstanding class, and such good faith efforts• have failed. 08l13J99 SC-18 � � � ,I� � � � I�� . � � � � � �. _- - -- _ - - - PART D-�S�€C�AL- CO�IDI-TlO�S- -- - - _-- -- -- _ If condition (1). above is met at any time within the six-month period, the Director shall , recommend that the final payment to the Contractor be made. If condition (2) above is met at � any time within the six-month period, the Director may recommend that the final payment to the �'1 Contractor be made. At the expiration of the six-month period, the Director may recommend that final payment be made if all other worlc has been performed and all other obligation of the Contractor have been met to the satisfaction of the Director. Ls The Director may, if he deems it appropriate, refuse to accept bids on other Department of Engineering contract work from a Contractor against whom a claim for damages is outstanding as I"► a result of work performed under a City contract or under a developer-let contract for City of Fort Worth street and/or storm drainage facilities. D-38 SANITARY FACILITIES FOR WORKERS: The Contractor shall provide all necessary �,,�i sanitary conveniences for the use of workers at the project site. Specific attention is directed to this requirement. � D-39 LEGAL RELATIONS AND RESPONStBILITIES TO THE PUBLIC: The Contractor's particular attention is directed to the requirements of Item C-6-6, °Legal Relations and �► Responsibilities to the Public" of the Fort Worth General Conditions. D-40 RIGHT TO AUDIT: � A. Contractor agrees that the City shall, until the expiration of three (3) years after final payment — - -- - -urtder this-contraet hav�aceess-to-and th� right-to-examine-and photocop�any- direetl�---- - -- — pertinent books, documents, papers and records of the Contractor involving transactions �_ relating to this contract. Contractor agrees that the City shall have access during normal __ working hours to all necessary Contractor facilities and shall be provided adequate and �., appropriate work space in order to conduct audits in compliance with the provisions of this . section. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect � that the subcontractor agrees that the City shall, under the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine and photocopy � any directly pertinent books, documents, papers and records of such subcontractor, involving transactions to the subcontract, and further, that City shall have access during normal working hours to all subcontractor facilities, and shall be provided adequate and appropriate woric space, in order to conduct audits in compliance with the provisions of this article � together with subsection (c) hereof. City shall give subcontractor reasonable advance notice ` of intended audits. C. Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of copies as follows: � 1. copies and under - 10 cents per page 2. more than 50 copies - 85 cents for the first page plus fifteen cents for each page thereafter � � D-41 INCREASE OR DECREASE IN QUANTITIES: The quantities shown in the proposal are approximate. It is the Contractor's sole responsibility to verify all pay item quantities prior to submitting a bid. oa�»vss . SC-19 l �J �. � � � . ��. � �. When ttte-quantify of thework to-be done-or materials to beAfumished under any pay item of the � _ contractis�more�h�n_12�°lQo�the�quantity_statediRth��contractrwhether,state�by__Qv+cne�o�hy_`—_ _ Contractor, tf�en either party to the contract, upon demand, shall be entitled to negotiate for revised consideration on the po�tion of worlc above 125% of the quantity in the contract. � When the quantity of the work to be done or mafenals to�be'fumished under any pay item of the contract is less than_ 75% of ihe quantity stated in th� contcact,_whethec stated by Owner or by Contractor, then either party to the contra�t, upon demand, shall be entitled to negotiate for revised con�ideration on the portion of work below 75% of �the quantity stated in the contract. This. paragraph shall not apply in the event Owner deletes `a pay item in its entirety from this contract. � In the event Owner and Contractor are unable to agree on a negotiated price, Owner and Contracior agree that th� consideration will be the actual "�eld 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-a�d=Direrctor- ofiDepartmen�of=Engi�ee�ing�rc�approved=by�-�the-City-=-- Council after said work is completed, subject to all other-conditions of the contract. As used herein, field cost of the work will include the cost of al1 workmen, foremen, time keepers, mechanics and laborers; all materials, supplies, trucks, equipment rental for such time �as actually used on such work only, plus all power� fuel, lubricants, water and similar operating expenses; and a ratable portion of premiums on perfiormance and payment bonds, public liability, Workers Comperasation and all other insurance required by law or by ordinance. The Director of Depa�tment-�`f-�ngineering-wilFdirec�the--form-in-wtlietrtl2e-aceodr�ts-of=aett�at-fietd-cos�witF�e , kept and will recommend' in writing the method of doing ihe work and the-type and kind' of _,__� ¢equipment to be used, but such work will be pertomTed by the Contractor as an independent � Contractor and not as an agent or employee of the City. The 15°/a of.the actual fietd. cost to_be ,paid to #he Contractor shall cover and compensate him for �profit, overhead, generat supervision and field office experase, and all other elements of cost and expense not embraced ,within the actual field cost as herein specified. Upon request, the Contractor shall provide the Director of Department of Engineering access to all accounts, bills and vouchers relating thereto. D-42 CU-TTING OF CONCRETE: When existing concrete is cut, such cuts shall�be made with a concret� saw. All sawing shall be subsidiary to the unit cost of the respective item. D-43 PROJECT DESIGNATION SIGN: Project signs are required at all locations. It shall be in acc:ordance wifh 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 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 fhe �—barricades Barricade-�signsshall-be-in-accordanc�witlr Figur�30; except-that�-they-shall-tre-1 =0" -- by 2'-0" in size: The informatiombox shall have-the-following information: -- ---- - - For Questions on this Project Call: � (817)871-8306 M-F�7:30 am to 4:30 p.m. or (817)871-8300 Nights and Weekends 08✓13/99 SC-20 I� � � �� C', L�,� � � l �. � C CI� C � � � � � L�J � � lil L#J r��o - �r-� �-�� Any and aill" cost for the required materials, labor. and equipment necessary for the fumishing of Project Signs shall be considered� as a subsidiary cost of the project and no additional compe�lsatioc�-will-be�allowedr--- ----- �- - _- _ T_--._.___ _ __ ___. D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT: At locations in the projEct where mains are required to be placed under existing sidewalks and/or driveways, such sidewalks and/or driveways shall be completely replaced for the full existing width, befinreen existing construction or expansion joints with- 3000 psi concrete with �einforcing steel on a sand cushion in accordance with City of Fort Worth Transpnrtation/Public Worlcs Departmellt Standard Specifications for Construction, Item 504. Ai locations where mains are required to be placed under existing curb and gutter, such curb and a gutter shall be replaced to match type and geometry of the removed curb and gutter shall be installed in accordance with City of Fort Vllorth Public Works Department Standard Specification for Construction, Item 502. �i �� i u �� Lt� -�� iJ � � - Payrrier�t for-�utting;"t�acltffil(; %�n�rete- formin�t�i�f�r�`�ts `�n� I�o�F—i��associa�ed=apP�ar`tenances= --_=_ required; shall be included in the square yard price of the bid item for concrete sidewalk or driveway repair. D-45 M13CELL`ANEOUS PLACEMENT OE MATERIAL: Material has been allocated under various bid items in the Proposal to establist� unit prices for miscellaneous placement of m��eri�l. These `m�terials shall be Gsed only when directed by t�e Engineer, depending on field contlitions: ray� � �� t i�� i��lla� �cuu� Nla�� l uf � � �ale� id wifl �a � � ia�le fu� u� Jy �I �al d� � wu� �i of � i i�ilerid used, measured to the nearest one-tenth unit. Payment for miscellaneous placement of material shall be in accordanceh with the General Contract Documents regardless of the actiaal amount used far the project.� _ _ _ _. _ D-46 TYPE "C" BACKFILL: Excavated material used for Type "C" backfill must be mechanically compacted unless the Contractor can fumish the Engineer with satisfactory evidence the P.I. of the excavated maierial is less then 8." Such evidence shall' be a test'report from an independent testing laboratory and must include representative •samples of soils in all invo1ved areas, with a map showing the location and depth of the various test holes. ,� (f excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the test report requirement. See E-1.24, Type "C" Backfill, and E2.11- Trench Backfill.** '` Revised 3/20/81 ** Revised 4/20/81 D-4T CRUSHED LIMESTONE BACKFiLL: Where specified on the plans or directed by the �_ En ic�neer. Crushed_Lim�stone shall be used for tr_e�ch backfiJl on_this�[oj�ct.�he�nateriaLshall conform _to_ Public Works Standard Specifications for �treet and__Storm _Drain Construction � Division 2 Item 208.2 - Materials and Division 2 Item 208.3 - Materials Sources. Trench backfill and compaction shall meet the requirements of E2-2 Excavation and Backfill, Construction Specifications, General Contract Documents. � Payment for crushed limestone backfill in place shall be made at the unit price bid in the Proposal multiplied by the quantity of material used measured in accordance with E2-2.16 Measurement of Bacfcfill Materials.. Constnaction Specifications, General Contract,.Documents. � o��s SC-21 - . e y . � ^ � � � � � � � . � � � � ' � � D-48 2:2r CONCRETE: Transportation and Public Works Department Rtypicai sections for "• � Pavement"and Trench Repair for Utility Cuts Figures 1 through 5<refer to using=2:27 Concrete as;� -`— _base_repair� Since this call-out_includes_the vkor "concrete",�the_co�sistentinterpr_etation�of the ____ Transportation and Public Works Department is that this ratio specifies two (2) sacks of cement per cubic yard of concr.ete. D-49 TRENCH' EX�AVATION, BACKFtLL, AND COMPACTION: Trench excavation and backfill under par{cing lots, driveways, gravel surfaced roads, within easecxients, and within existing or future R.O.W. shall b� in accordance with Section E1-2 Backfill and E2-2 Excavation and Backfill of the General Contract Documents and Specifications except as specified herein. ._.;,,;�' _. A. TRENCH EXCAVATION: fn accordance with Section E2-2 Excava�ion and Backfill, i� the stated maximum #rench widths are exceeded, either through accident or otherwise, and if the Engineer determines that the design loading of the pipe will be exceeded, the Contractor will be required to support the pipe with an improved trench bottom. --Tfie �expense of �such remedial measures shall be entirely the Contractor's own. All trenching operations shall be -=confined=i�#t�e-width=of-permar�enr�ights`=of-wa� permanent ease�ertts;=and=a�y-ter�poraFy- constntction easements. All excavation shall be in strict.compliance with the Trench Safety Systems. Special Condition of this document. B. TRENCH BACKFILL: Trenches which fie outside of existing or future pavement shall be backfilled above the top of the embedment material with Type "C" backfill material. Excavated material: used for Type�"C" backfill must be mechanically compacted unless the Corttractor--carrfamisfr:.the-Ertgineerwith-satisfactorp-evicterrce-that-therP:t: o�the-excavated material is less than 8. Such evidence shal(�be a test report from an independent testing laboratory �and must include representative samples of �oils in all involved areas, with a map _ showing_the_location_ar�d depth of_the vadous test_holes_ If excavated material'ys. obviously granular in.nature, containing little or no plastic material, the Engineer may waive the test report requirement. See E1-2.3, Tj+pe "C" or "D" Backfill. and E2-2.11 Trench Backfill for additionaJ requirements. When Type "C" backfill material is not suitable, at the direction of the Engineecti Type "B" backfill material shall be used. Irt general, all backfill material for trenches in existing paved= streets shall be invaccordance with �igure(s) A, B, C, or D. Sand material specified in Figure(s) A-D shall be obtained from-�an approved source and shall consist of durable particlesafree of thin or elongated pieces, lumps of clay, soil, loam or vegetable matter and shall meet the following gradation: � o�v��ss Size Sieve ° #�4 #16 --� —#�5D-- f " #100- " #200 SC-22 % Retained 0-5 0-20 —.�0-5(L---�— -- — --- 60-95 ` 90-100 - (P.I. = 8 or less) � � � � � � � - - --� � � � � � __ � , � � � � �L�1 f�l �� F�� D � + O` D �` � C TRENCH COMPACTION: A(I trench backfill shail be placed in lifts per E2-2:9 Backfill: Trenches which lie-outside existing or future pavements sk�all be compacted to.a-minimum-o� _�90°!o_Standard.Froctor Density (A.S.T.M_ D618� by_ means of_tamping_only. � _ __ _ _ __ l�J �`J LJ LJ �'il C L! U� ��, � � �� '� Trenches- which lie under �existing or future pavement shall be backfilled per Figure A with 95% Standard Proctor Density by jetting, mechanical tamping, or a combination of inethods. Backfiff material to be mechanically tamped must be within +-4% of its optimum moisture content_ Th�top finro_(2) feet of sewer line trenches.and the top eighteen (18)� inches of water line may be ro(Ied in with heavy equipment tires, provided it is placed in lifts appropriate to the mate�ial being used and the operation can be performed without damage to the installed pipe. The Cify. at its own expense, will perform trench compaction tests per A.S.T.M. standards on all trench backfill. Any retesting required as a result of failure to compact the backfill material to meet the standards will be at the expense of the Contractor and will be billed at th� commercial rates as determined by the Cify. These soil density tesfs"shall" be� perFormed- af" - two (2) foot vertical intervals beginning �t a level two (2) feet above the top of the installed - pipe=-and�continuing=to-ttne-top�=°o�the=completed=backfill�t inter�val�aloFl�the=trench=no�to=-= exceed 300 linear feet. The Contractor will be responsible for providing access and trench safety system to the level of trench backfill to fie tested. No extra compensation will be allowed for exposing the backfill fayer to be tested or providing trench safety system for tests conducted by the City. �� ' _.�. D. MEASUREMENT AND PAYMENT: All material, including any and all Type "B" backfilf, and - - - iaborcostsof-exeavatiorrand-backfiill-witFbe-iriGnded-i�-the-price-bid-per-tinear�oot-c��-�wate� and sewer pipe. - � - �` D-50 __PAVEMENT REPAIR (E2-19�: The unit price bid under the appropriate bid item of the proposal shall cover all costA for_ providing -pavement repair equal to or superior in composition, thickness, etc., to existing pavement as detailed in the Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts, Figures 1 through 5. H _ �-� All required paving cuts shall be made with a concrete saw in a true and strai�ht line an both sides of the trench, a minimum of twelve (12) inches outside the trench walls. The trench shall be backfilled and the top nine �(9) inches shall be filled with required materials as shown on paving details, compacted and level with the finished street surface. This finished grade shall be maintained in a serviceable condition until the paving has been replaced. All residential driveways shall be accessible at night and over weekends. It has been determined by the� Transportation and Public Works Department that the strip of existing HMAC pavement befinreen the existing gutter and the edge of the°trench pavement repair will not hold up if such.strip. of existing pavement is two (2) feet or less in width: Therefore, atthe-locations in the projectwhere-the trenctr wall isthree (3) feet-orless-from-the-lip- -- � of the existing gutter, the Contractor shall be requ,ired to remove the existing paving to such gutter. The pavement repair shall then be made from a minimum dista�ce of twelve (12)�inches outside the trench wa11 nearest the center of the street to the gutter (ine. a � � The pavement shall be replaced wifhin a maximum of five (5) working days, providing job placement conditions will permit repaving. If paving conditions are not suitable for repaving, in the opinion of the Owner, the repaving shatl be done at the earliest possible date. oer��ss SG23 �. F• • - � • • � • D O • � �4permit must be obtained_from the Department of Engineering Construction Services Section by- __. the_�Contractor_in_conformance with Ordinance_Na�34.49 and/or Or.dinance No...792ta_mak�utilit�___ __ cuts in the street. The Department of Engineering will inspect the paving repair after construction. This permit requirement may be waived if wor{c is being done under�a Pertormance Bond and inspected by the Department of Engineering: D-51 ZRENCH SAFETY SYSTEM FOR WATER DEPAR.TMENT PROJECTS OaLY: i�� A. GENERAL.,: This specification covers the trench safety �requirements for all trench � excavations exceeding depth of five (5) feet in order to protect workers from cave-ins. The requirements of this item govem all trenches for mains, manholes, vaul#s, service lines, and all other appurtenances. The design for the•trench saf�ty shall be signed and sealed b�r a a Registered Professional Engineer licensed in Texas. B. STANDARDS: The latest version of the U.S. Department of Labor. Occupational Safety and _--� Healtt�AdministratioR Standards,� 29 CFR=Par�=1926; Sub�-Part-��Excavatiorrs,=areGhereb�==--=_=� made•a part of this specification and shall be the minimum goveming requirements for trench safety. n C. DEFINITIONS: 1. TRENCHES - A trench is referred to as a narrow excavation made� below the surface �fi t�re--groa�d-irrwhielrthe-depth-is-greate�-tharrthe-wi�t� ,rwhere-#he-width-measr�red-at-thc botiom is not greater than fifteen (15) feet. -- - �� "- 2. �ENCHING SYSTEM - Benching means excavating the sides of a trench fo form one or a series of horizontal level or steps, usually with vertical or near-vertical surFaces between f � levels: � 3. SLOPING SYSTEM - Sloping means excavating to form sides of a trench that are inclined away from� the excavation. 4. SHIELD SYSTEM - Shields-used in trenches are generally referred to as "trench boxes" or "trencM° 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. Shiefds can be permanent structures or can be designed to be portable and move along as.the work progresses. Shields can be either pre-manufactured or job-bui(t in accordance with OSHA standards. � � � � I� � 5. SHORING SYST'EM - Shoring means a structure suchyas a metal hydraulic, mechanical or time� sysiem that supports the. sides of a-trench and which is designed to prevent cave- _(j -- - - -- - � -- ins: -Shoring-system�ar�generally-comprised-of crossbraces-verticat-raifs; (aprightsj� -- ��- horizontal rails (wales� and/or sheeting: •-_ . —,� _., _ �. _ _ _.�.._ � . _ � _� _ _ _� _ _ ..�. _ _ _ _ _ _ D. MEASUREMENT - Trench depth is the vertical measurement from the top of the existing ground to the bottom of the pipe or structures. The quantity.of trench safety system`s sha11 be based on the linear foot amount of trench depth greater than five (5) feet. oai��s SC-24 � � � � � � - PAR-T-D �SPECIAL GOPIDI�"10�1�-- - - --- - - � E. PAYMENT - Payment shall be full compensation for safety system design, labor, tools, materials, equipment and incidentals necessary for the installation and removal of trench safety systems. � D-52 SANITARY SEWER MANHOLES: � � � A. GENERAL: The installation, replacement, and/or rehabilitation of sanitary sewer manholes will be required as shown on the plans, andlor as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. All manholes shall be in accordance with sections E1-14 Materials for Sanitary Sewer Manholes, Valve Vaults, Etc., and E2-14 Vault and Manhole Construction of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. 1. CONCRETE COLLARS: Concrete collars will be required on all manholes specified as per Figure 121. -� 2. WATERTIGHT MANHOLE INSERTS: Watertight gasketed manhole inserts shall be installed in all sanitary sewer manholes. Inserts shall be constructed in accordance with Q Fo�t Wo�th Water Department Standard E100-4 and shall be fitted and installed according to the manufacturer's recommendations. Stainless Steel manhole inserts shall be required for all pipe diameters 18" and greater. � �. � 3. LIFT HOLES: All lift holes shall be plugged with a pre-cast concrete plug. The lift hole ----- - shall b�-sealed -orrthe outsid�-of-the-manhol�with- Ram-Nel�or-an-approved- equa� sealant. The (ift hole shall be sealed on the inside of the manhole with quick setting cement gra�t. 4. FINAL RIM ELEVATIONS: Manhole rims in parkways, lawns and other improved lands shall be at an elevation not more than one (1) nor less than one-half (1/2) inch above the surrounding ground. Backfill shall provide a uniform slope from the top of manhole casting for not less than three (3) feet each direction to existing finish grade of the ground. The grade of all surfaces shall be checked for proper slope and grade by string lining the entire area regarded near the manhole. Manholes in open fields, unimproved land, or drainage courses shall be at an elevation shown on the drawings or minimum of 6 inches above grade. � l!� lJ � 5. MANHOLE COVERS: All lids shall have pick slots in lieu of pick holes. Manhole frames and covers shall be McKinley, Type N, with indented top design, or equal, with pick slots. Covers shall set flush with the rim of the frame and shall have no larger than 1/8 inch gap between the frame and cover. Bearing surfaces shall be machine finished. Locking manhole lids and frames will be restricted to locations within the 100-year floodplain and areas specifically designated on the plans. Certainteed Ductile Iron Manhole Lids and Frames are acceptable for use where locking lids are specified. 6. SHALLOW CONE MANHOLES: Shallow manhole construction will be used when manhole depth is four (4) feet or less. All shallow cone manholes shall be built in accordance with Figure 105. All shallow cone manholes shall have a cast iron lid and frame with pick slots. NOTE: MANHOLES PER FIGURE 106 WILL NOT BE ALLOWED. 08/l3/99 SC-25 CI . � D C,,: O . 7. MANHOLE STEPS: No manhole�steps are to be installed on any sanitary sewec-rrianhole�.. 8. EXTERIOR SURFACE COATING:_Exterior surFaces of all manholes shall be coated with two mop coats of coal tar epoxy, Koppers "Bitumastic Super Service Black" Tnemec °46- 450 Heavy Tnemecol," or equal to, a minimum or 14 mifs dry film thickness. 9. MANHOLE- ;JOINT SEALING: All- interior and/or exterior- �oints on` concr`ete m�t�hole sections constructed for the City of Fort Worth Water Department, excluding only the joints using a trapped type perfoRned O-ring rubber gasfcet shall require Bitumastic joint sealants as per Figure M. • � I� � � � This sea(ant 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 extnaded pipe form or suitable cross-sectional area or flat-tape and shall be sized as recommended by the manufacturer and approved by the Engineer. The joint seafer shall be protected by !`� - --�- - -� =a-�uitable- removable=inrra�Spe�and� shall�not= irr=any-r�vay-depend}on- oxidatior�,=evaporation; � - . or any other chemical action for either its adhesive properties or cohesive strength. The Joint sealer shall remain totally flexible wifhout shrinking, hardening, or �oxidizing � regardless of the length of time it is exposed to the elements. �he manufacturer shall � � fumish an affidavit attesting to the successful use of the product as a�pre-formed flexible joint sealant on concrete pipe and manhole sections fo� a period of at least five years. a �-�et�tota: _' 1. INSTALLATtON OF JOINT SEALANT: Each grade adjustment ring and manhole frame '�- � shall_be.sealed_witt�the-abov�specified-materials._ All.surfaces to be in contact with the joint sealant shall be thoroughly cleaned of dirt, sand, mud, or other foreign matter. A primer shall be applied to al1 surfaces prior to installing the joint'sealant in accordance with the recommendations by the manufacturer. The prote�tive wrapper shall remain on the joint sealant �until immediately prior to the placement of the pipe in th� trench. After removal of the protective wrapper, the joint sealant shall be kept clean. Install frames and cover over manhole opening with the bottom of the rings resting on Bitumastic joint sealer. Frames and grade �ngs shall rest on two (2) rows (inside and outside) of Bitumastic joint sealer. 2. SEALING AND/OR ADJUSTING EXISTING MANHOLES: Excavate (rectangular full depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole frame and a minirt'ium of 6 inches of the manhole wall keeping ttie sides of the trench nearly vertical. Remove manhole frame from the manhole structure and observe the condition of the firam� arrfigracte rings.—angframe-o�gratt��ringttrati�na�suitablcsfor use as determined by the Enginee�sMalr b� replaced:- Grade rings� thaY are constr�icted of� brick;` block materials other than pre-cast concrete rings, or where 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 adjustments allowed. In brick or block manholes, replace the upper portion of the manhole to a point 24 inches below the� frac,ne. If the walls or cone section below this level are structurally unsound, 08/13/99 SC-26 � � � � � � � � � � � � F��T D - �P�Ei�eBi�tBf-T�t@t'•lS ¢ . notify the Engineer prior to replace�ent of the grade rings and manhole fame. Existing brickwork, if damaged_by the Contractor, shall be replaced at the Contracior`sexpense: n Wire brush manhole frame and exposed m�nhole surtaces to remove dirt and' loos� (� debris. Coat exposed manhole surfaces with an approved bonding agent follow�d by an application of a quick setting._hydraulic cement to provide a smooth workirlg surFace. � 1�1' L■J If the inside diameter of the manhole is too large-to safely support new adjustment rings or frames, a flat top section shall be insta(led. Joint surfaces befinreen the frames, adjusiment rings, and cone section shall be free of dirt, stones, debris and voids to ensure a watertight seal. Place flexible gasket joint material along the inside and outside edge of each joint, or use trowelable material in lieu of pre-formed gasket material. Position the butt joint of each length of joint material on opposite sides of the manhole. No steel shims, wood, stones, or any material not specifically accepted by the Engineer may be used to obtain final surface elevation of the - - -man-hoie�ratrm"e.—�" ,-__ � » = �_-__--- -- ------- -- -: -- _- �=---- ------_--- -----__- � 1�1 paved areas or future �paved areas, castings shall be installed by using a straight edge not less than ten (10) feet long_so that the top of the casting will_conform to.the slope and finish elevation of the paved surface. The top of the casting shall be 1/8 inch below the D finished elevation. Allowances for the cotnpression of the joint material shall be m�de to assure a proper final grade elevation. 3. EXPOSED EXTERIOR SURFACES: All exposed exterior surf�ces shall be�coated with Q�� two mop coats of coal tar epoxy. Kopper "Bitumastic Super Service Black�; Tnemec "46- --ry 450 Heavy Tnemecol°, or- equal,-to a minimum of 14 mils dry film thickness. l�l u 4. The exterio� surFace of all pre-cast section joints shall be thoroughly cleaned with a wire brush and then waterproofed with a 1/2-inch thick coat of trowelable .bitumast�c joint sealant from 6-inches below to 6-inches above the joint. The c�ated joini shall t�ien be wrapped with 6 mil plastic to protect the sealant fror� damage during backfilling. -� �. C. MEASUREMENT AND PAYMENT: The price bid for new manhole insfallafions shall include � all labor, equipment, and materials hecessary for construction of the manhole including, but not limited to, joint sealing, lift hole sealing and exterior surface coating and pavement repair. DThe price bid for r`econstruction of existing manholes shall include all labor equipment and materials necessary for constn.�ction of new manhole, including, but not limited to, excavation, ' backfill, disposal of materials, joint sea(ing, lift hole sealing, exterior surface coating and pavement repair. The� pnce" bid--for �adjusting " and/or sealing of existing manholes shatf include all labor, Q equipment and materiafs necessary for adjusting and/or sealing the manhole, including but not limited to, �joinYsealing� lifthole sealing, and exterior surface coating. a Payment for concrete collars will be made per each. Payment for manhole inserts will be made p�r each. � oe��ss U SC-27 - �, _ -�, «�� »��r��C��:�■� �i�� D-53 SANiTARY SEWER SERVtCES: Any reconnection, relocatiorr, re-routes,. repiacement, or new sanitary sewer service shall. be-required as shown orrthe_plans, and/or as� desccibed-in:these Special�Contact Documeclts_ir�addition_tathos�located_ia_the.fieldandide�tified-hy-tk�e-Eagineer as active sewer taps. The service connections shall be constructed by the Contractor utilizing standard factory manufactured tees. City approved factory manufac�ured saddle taps may be used, but only as directed by the Engineer. The decision to use saddle taps as opposed to tees shall`be made on a case by case basis. The Contractor shall be responsible for coordinating the schedu(ing of tapping crews With building owners and the Engineer in order that the worfc be performed in an expeditious manner. A minimum of 24 hours advance notice shal! be given when taps will be required. Severed service connections shall be maintained as specified in section C6-6.15. � � � �� .� A. SEWER SERVICE RECONNECTION: When sewer service reconnection is called for ihe a Contractor shall vertically adjust the existing sewer service line as required for reconnection and fumish a new tap, The fittings used fo� vertical adjustment�shall consist of a max'rmum bend of 45 degrees. The tap shall be located so as to line up with the service line and avoid -- - =-any-horizonta��dj�stmen�.=-�FoFope�t-cu�applications,=all=sa�itary-seweF�ervice-lir�es�shall=be-- - -� , replaced to the property or easement line, or as directed by the Engineer: Sanitary sewer services on sewers being rehabilitated using pipe enlargement methods shall be replaced to the property or easement line or �as directed by the Engineer. Procedures_listed below for �._ Sewer Serv'ice Repfacement 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 prire bid for Sanitary Sewer Taps. Payment for work such as backfill� saddles, tees, fittings incidental four � �4) feet-of-setvice-ti� �� a� �t� a��0�'i�� aaav��a�BC�ajlj�u� �� iai ii,�a ��yui� �� afl'di� V� ii �t.�uJCta i� � ` the price bid fo� Sanitary Sewer Taps. B. SEWER _SERVICE._.REPLACEMENT� AIL building sewer services encoun�ered _ during construction shall be adjusted and/or replaced by the Contractor as directed by the Engineer as required for the connection of the sewer service tine. lf the sewe� .serv,ice line is in such conditiQn or adjustment necessitates the replaceinent of the sewer service-line, all work shail be pertormed by a licensed plumber: The �length of the replacement shall be determined by the Engineer. All sewer services shall be installed,at a minimum of finro (2) percent slope or as approved by the Engineer. Connection to the existing �sewer service line shall be made with appropriate adapter fitting. The fitting shall be a urethane or neoprene coupling A.S.T.M. C-425 with series 300 stainless steel compression straps. Payment for work and materials such as backfill, pipe fittings, surface restoration on private property (to match existing), and all other associated work for service replacements in excess of four (4) linear feet shall be included in the linear foot price bid for. sanitary sewer service line replacement. Payment for all work and material involving the °tap" shall �be included in the pcice bid for sanitary sewer service taps. D-54- - NOT USED-� —� '�— -- - � D-55 REMOVAL, SALVAGE, AND �ABANDONMEN� OF EXISTING FACILITIES: Any removal, salvaging and/o� abandonment of existing facilities will necessarily be required as shown on the plans, and/or descri6ed in these Special Contraci Documents in addition to those located in the field and identified by the Engineer. This woric shall be done in accordance with Section E2-1.5 Salvaging of Material and� E2-2.7 Removing Pipe, of �he General Contract 08/13/99 SC-28 � � i L � �, � ,� � � � {�,�� L� •.• � . , �, p �. Documents and Specifications, unless amended-or superseded by �equirements ofthis� Spec�al Condition. _. _ � D A. SALVAGE OF EXISTING WATER METER AND METER BOX: Existing water meter and meter box shall be -removed and retumed to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. l�J � � � � � � � U � Q 0 a � a B_ SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT LID: Existing water meter and concrete vault lid shail be removed and retumed to the �1/ater Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging '�f Materials. The concrete vault shall be demolished i[� place to a point not less than 18 inches below final grade. The• concrete vault shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. �ackfill materia! shall be suitable excavated material approved by the Engineer. SurFace restoration shall be compatible with exist4ng surrounding surface and grade. - �� - - � -C:-SALV�46E--OF- EXISTING- FIRE -HYDRANTS: Existing =fir�-hydrants shall =b�rerrrov�d-and- retumed to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The�void shall be backfilled and compacted in accordance- witF� backfill method as specified in �ection E2-2.9 Backfill. Backfil! material sha11 be suitable �excavated material approved �by the Engineer. Surface restoration shall be compatible wiih existing surrounding su�Face and grade. ��4- ,�:2 D. .O,�tVA6E�6F-�EtS�"t�t6f-/kT-�tfAt-�fE:--Existirtg-gate-valve-anc�valve-bo�arid-tid�l �all L� - removed and retumed to the Water Department warehouse by the Cont�actor in accordance with Secfion E2-1.5 Salvaging of Materials. The void area caused by the valve removal _ shall be backfilled_and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill.� Backfill material shall be suitable excavated material approved by the Engineer. Surtace restoration shall be compatible with existing su�rounding surface and grade. If the valve is in a concrete vault, the vault shall be demolished in place to a point no less than 18" below final grade. ° E. ABANaONMENT OF EXISTING GATE VALVE: Existing gate valve and box lid shall be abandoned by firsficlosing tfie valve to the fully close� position and demolishing the va�ve box in place to a point not less than 18 inches below final grade. Concrete shall then be used as backfill material to match existing grade. F. ABANDONMENT OF EXIST(NG VAULTS: Vaults to be demolished in place shall have top slab and lid removed and vault walls demolished to a poiht not less than 18" b�low final grade. The void area caused shall then be backfilled and compacted in accordance with backfill method a�- specified in Section E2-2.9 Backfill. Backfill material shall be suitable Gxcavated-materiat-apRrov�d-bytfte-ERgin�er.—Surfac��storafiorrshalrtze cvmpatibt�with` th�existingsuRounding! grad�- - - ---- - �- �- -- - � - � - - - G. ABANDONMENT OF MANHOLES: Manholes to be abandoned in place shall have all pipes entering or exiting the structure plugged with lean concrete. Manhole top or cone section shall be removed to the top of the full barrel diameter section, or to point not less than 18 inches below final grade. The structure shall ff�en be backfilled and compacted in accordance with backfill method as' specified in Section E2-2.9 Backfill. Backfill material may b� either clean washed sand of cleart, suitable excavated material approved by the Engineer. Surface; 08/13/g9 SC-29 � • . .. . �. � ��r��i�� •i�t�►��•�� •��c�. restoration shall be compatible with surronnding service surface. Payment for-work involved in backfilling, plugging of pipe(s) and all other appurtenances required, shall be-included in the- appcop�iat�bid-itemf- Abandon_ExistiagSer�uE�Maphole_ _ _ H. REMOVAL OF MANHOLES: Manholes to be �emoved shall have all pipes entering or exiting the structure disconnecied. The complete manhole, including top or �cone section, all full barrel diameter section, and base section shalf be removed. The excavation shall then be bacicfilled and compacted in accordance with backfill methbd as specified in Section E2-2.9 Backfill. Backfill material may b� with Type C Backfill or Type B Backfill, as approved.by the Engineer. Surface restoration shall be compatible �uvith surrounding surface. I. CUTTING AND PLUGGING EXISTING MAINS: �At various locations on this� project, it may be required to cut, plug, and block existing water mains/services or sanitary sewer mains/services in order to abandon these.lines. Cutting and plugging existing mains and/or services shall be considered as incidental�and all costs incurred wilf be considered to 6e included in the linear foot bid price of the pipe, unless separate trenching is required. J. REMOVAL OF EXISTING PIPE: Where removal of ttre existing pipe is required, it shall be the `Contractor's responsibility to properly dispose of all removed pipe. All removed valves, fire hydrants and meter boxes shall be de[ivered to Water Department Field Operation, Storage Yard. � } K. PAYMENT: Payment for all work and- material involved in salvaging, abandoning and/or �C�ii.�v�i�y vwiali��y.i�UIItI@S-St13if:�E"'1RCffIfj2�1R�iI2-iiR@aT%fODr�.►i�: pr�i�.c v�hc NiN�cq cn�.�cNl aZ � follows: separate payment will be made for removal of all fire hydrants, gate-va(ves, 16 inch. and larger� �nd sanitary sewer manhotes. regardless of location. Payment will be made for salvaging, abandoning and/or removing att other existing facilities when said facility ,is not being r.eplaced in athe same trench (i.e., when removal requires a separate trench). D-56 DETECTABLE WARNING TAPES: Detectable underground utility waming tapes .which can be located from the surface by a pipe detector shall be ir�stalled directly above non-metallic water and sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured by Allen Systems, Inc: or approved equal, and shall consist of a minimum thick�ess 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 not be less than two inches with a rilinimum unit -weight of 2'/2 pounds/1 inch/100'. The tape shall be color coded and imprinted with the message as follows: ---`�--Tvue-ot(�tilihr—Color,-Cod�— L.�..�..�1s VVater � Safety Blue Caution! Buried Water Line �Below Sewer Safety Green Caution! Buried Sewer Line $elow � � � �I � � � � � � CI � � � � O Installation of detectab(e tapes shall be per manufacturer's recommendations �nd shall be as dose to the grade as is,practical for optimum protection and detectability. Allow a minimum of 18 inches between the tape and the pipe. Payfilent .for work such as backfill, bedding, blocking, osi��ss � � � SC-30 � �� .�J '.�] �' ■J I� '!�J ,� �� '!J � ��. ...�,� i� i� �� •J ,� � . � . i��.c�� -.�-.-.r��., � �� . � i�c� detectabie -tapes, and ail- other associated appurtenances required shall be included� in the- unit� price bid for the appropriate. bid item(s). D-57 PIPE CLEANING: Joints sj�all be wip�d and then inspected for proper installation by the inspectors. Each joint shall be swept daily and kept clean during installation. A temporary night plug shall be installed on all exposed pipe ends°during any period of work stoppage. D-58 BARRICADES, WARNINGS, AND FLAGMEN: Reference Part C- General�Condition�, Section C6-6.8 Barricades, Warnings, and Watchmen: A. Wherever the word Watchmen appears in° this paragraph, it shall be changed to the. word Flagmen. B. In the first paragraph, lines five (5) and six (6), change the phrase "take all such other precautionary measures'"to "take aIP reas�nable necess�ry`measures". --�D-59- -D1SP.OSAL- OF SPOIL/FILL-�MATERIA�L:YP-rio�to--�he--disposing�o�-ac�y-spoiVfill� materia�; the Contractor shall advise the Director of Engineering Department, acting as the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the Contractor intends to dispose of such material. Contractor shall not dispmse of such material until the proposed sites have been determined� by the Ad-ministrator to meet the requirement�: of the Flood Plain Ordinances of the City of Fort Worth (Ordinance• No. 10056). All disposaf sites must be approved by the Administrator to ensure that filling is not occurring within a floodplai��without a-permi�A�ioodptain-pet'rtjit-earrbe-issned-nparrappr�vabf�eeessa�q-�flgi�eeF'tt�g--s�adies: -Nc fill permit is required if disposal sites are not in a floodplain. Approval of the Contractors"disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is• not in a known flood plain or by a FIoQd Plain Fill Permit �authorizing fill within. the flood plain. Any expenses associated with obtaining the fill permit, including °any necessary Engineering studies, shal( be at the Contractor's expense. In the event that the Contractor disposes of spoil/fill material at a site without a fill permit or a letter from the administrator approving the disposal site, upon notification by the Director of Engineering Department, Contractor shall remove the•spoil/fill mater't,al at its expense and dispose of such materials in accordance. with the Ordinance`s,. of the City�and this section. �� D-60 MECHANICS AND MA►TERIALMEN'S LIEN: The Contractor shall be required to execute a release of inechanics and materialmen's liens upon receipt of payment. D-61 SUBSTITUTIONS: The specifications for materials set out the minimum standard of quafity which the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material which has been specified. Where_ the term "or equal", or "or - --approved-eqdal"-isused, it isunderstood-that-if-a-r�aterial� product;-or-piec�of-eqnipment-bearing— th� name- so-used- is fumished, it wilF be-approvable; asthe- particufartrade-name was used for- the purpose of establishing a standard of quality acceptable to the City. If a product of any other r�ame is proposed for use, the Engineer's approval thereof must be obtained before the proposed substitute is procured by the Confractor. Where the temn "or equal", or °or approved equal" is not used iri the specifications, this does not necess�rily exclude altemative items o� material or equipment which may accomplis� the intended purpAse. However, the Contractor shall have fhe full responsibility. of proving that the proposed substitution is, in fact; equat, and the Engineer, as the representative of the City, shall ,be the sole judge of the acceptability of substitutions. The os✓�vss SC-31 � _J -- : - � _�. . �� provisions of this sub-section' as� relafed- to "substitutions"'shall- be app(icable to all sections of � ihese specifications. D-62 PRE-CONSTRUCTION TELEVISiON INSPECTION OF SANITARY SEWER_ A. GENERAL: Prio� to the reconstruction, ALL sections of existing sanitary sewer lines =to be abandoned, removed (except where being replaced in the same location), o� rehabiliiated (pipe enlargement, cured-in-place pipe, fold and form pipe, slip-line, etc.), � shall be-cleaned, and a television inspection performed to identify any ,aative sewer service taps; other sewer laterals and their location. Work shall consist of fumishing afl tabor, material, and equipment necessary for the cleaning and inspection of the sewer lines by rxaeans of closed circuit television. Satisfactory precauti�ns shall be taken to protect the sewer (ines from damage that might be inflicted by the improper use of cleaning equipment. � � � � 1. HIGH VELOCITY- JET (HYDROCLEAN(NG) EQUIRMENT: The high-velocify sewer line cleaning equipm�nt shall be constnacted for easy and safe operation. The equipment _� -T=--- -=�hal�- a{sa=�have=a=�e1'�cfr�n=of=two-�r--more=high=velocily=-�ozzles:=-�Y�e-�tozzt�s-shatt=bE capable of producing a scouring action from 15 to 45 degrees in atl size lines designated � to be cleaned. Equipment shaA also include a high-velocity gun for washing and scouring � manhole walls and floor. The gun shall be capable of producing flows from a fine spray to _ a sblid stream. The equipment shall carry its own watertank, auxiliary engines, pumps, and hydraulically driven hose reel. , -=j • . � �i5/CfT�Cl�Ii�t1�COE7E��t� �uiN� �� L al �all L� t�� a� i ivvaV� t1a� i� lyN� a� ��1 L� w� �5�� uc'LeJ in such :a way that a portion of. the dam may be collapsed at any time during the cleaning � operation to, protect against flooding of the sewer. The movable dam shall be eq�lal in diameter around_the oute� periphery to ensure removaLof grease_ If sewer cleaning balls. _ or other equipment which cannot be collapsed is used, special precautions to prevent � flooding of the sewers and public or private property shall be taken. The flow� of sewage present in the sewer lines shall be utilized-to provide necessary ffuid for hydraulic cieaning devices whenever possible. a 2. CLEANING PROCEDURES: The designated sewer manholes shall be c(eaned using high-velocity jet equipment. The equipment shall be capable of removing dirt, grease, rocks; sand, and other materials and obstructions from the sewer lines and manholes. If �leaning of an entire section cannot be successfully performed fror� one manhole, the D , equipment shall be set up on the other manhole and cleaning again attempted. If, again, successful cleaning cannot be performe� or equipment fails to traverse the entire manhole section, it will be assumed that a major blockage exists, and the cleaning effort D shall be abandoned. When additional quantities of water from fire hydrants is necessary to avoid delay in normal working procedures, the water shall be conserved' and not used � unnecessarily. No fire hydrant shalf be obstn�cted in case of a fire in the area served by- --the-hydrant—Before- c�sing-any-walc� (� w �� lt�e-�ity� WaterDistribut�orrSystem; tl �� -- Contractorshall� apply for and'-receiv� permissiore frorrr- th� �I1Jater Department. The"� �----- Contractor shall be responsible for the water meter and related charges for the setup, � including the water usage bill. All expenses shall be considered incidental to cleaning. 3. DEBRIS REMOVAL AND DISPOSAL: All sludge� dirt, sand, rock, grease, and other solid or semisolid material resulting fram the cleaning operation shall be removed at the downstream manhole of the s�ction being cleaned. Passing material from manhole 08/13/99 SC-32 CI � L*' � � � � �J .� � . �,,� �, section to manhole section, which could cause tine stoppages; accumulations of sand in wet we(Is, or damage-pumping equipment,.shall not be permitted. 4. All solids or semisolid resulting from the cleaning operations shall be- removed from the site and disposed of at a site designated by the Engineer. All materials sha(I be removed from� the site no less often than at the end of each workday and disposed_ of at no addifionaf cost to the City. 5. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THEREFROM BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS OR SANITARY SEWER MANHOLES. , � 6. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting fo� the camera sha[C be suitable to allow a clear picture of the entire periphery of the pipe. �The camera shall be operative in 100% humidity conditions. The camera, television monitor, and other-components-of the-video system=sh�ll be-cap�bt�of-pr�iduci�g`pict�re=qr�ality-�f�=-=�= the satisfactioi� of the Engineer; and if unsatisfactory, equipment shall be removed and no � payment will be made for an unsatisfactory inspection. LJ � U � D D. D D a- D B. EXECU�'ION: .�.� � 9. TELEVISION, INSPECTION: Th� camera shall be moved through the 1ine� in• eliher- J!i �Cv�i�Ji i u� c: i i ivt��Ci u'�c i aid, ��vN�.l�� t�. v� ��i � � ��Ct�Jaa� y �U �J'C� � � �it EJI U�L-'� 1�ul:u� � ��'h �tQ�iU� l Ut any sewer service taps. In no case will the television camera be pulled at a speed greater than 30 feet per minute. Manuat winches, power winches, N cable, arrd powered r.ewinds_ oc other devices_ that.do not_obstruct the camera_ view or intecfere.. with proper documentation shall be=used to move the camera througfi fhe "sewer line. When manually operated winches a�e used to pull the television camera through the line, telephones-or other suitable means of communications shall be set up between ihe two manholes of the section being inspected to ensure good communications between members of the crew. � The importance of accurate distance measurements is emahasized. Afl television inspection video tapes shall have a footage counter. Measurement for location of sewer senrice taps shall be above ground by means of ineter device. Marking on the cable, or the like, which would require interpolation for depth of manhole, will not be allowed. Accuracy of the distance meter shafl beychecked by use of a walking meter, roll-a-tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. - --- �he-�it�rmakes-norguarantee-thatalf�ofithe sanitarysewers�to be�entered are clear�forrthe - passage ofia camera: The� methods use�forsecuring�passag�of the camera�are to�be'at� ^ the option of the Contractor. The cost of retrieving the Television camera, under all circumstances, when it becomes lodged durin� inspection,. shall b�` incidental to Television inspection. DOCUMENTATION: Television Inspection Logs: Printed location records sFiall be kept by the Contractor and will clearly show- the location in relation to an adjacent manhole of each sewer service taps observed during inspection. In addition, other points of � � � � SC-33 � 08/13/99 :; r � � ,�w � � "' �' i�G O�! significance• such as focations of unusual conditions, roots, storm sewer connections, broken pipe-, presence of scale and corrosion, and other discemible features will b� � � recouied, aAd-a-cop�o�such-recoFds,will be supplied-to the-�ity�. -- - _ - -- -- -- - — - --- - 3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs bf the a television picture� of problems shal( be taken by the Contractor upon request of the Engineer, as long as such photographing does not interfere with the Contractor's Q operaiions. 4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playbaGc shall be at the same speed.that it was recorded. The television tapes shall be fumished to- the City for review immediately upon completion of the television inspection and may be retained a maximum of 30 calendar days. � � � Equipment� shall be provided to the City by the Contractor for- review of the tapes. Tapes _�� -" �- will be reium�d to=tii"e�`C�onfracfor-upon-compfetiomo�view=6y tfie=EngineerTape�shall� not be erased�without the permission of the E�gineer. �:� If the tapes are of such poor quality that the Engineer is unable to evaluate_the condition of the sewer line or to locate service connections, the Contractor shall be required to re- televise and provide a good 'tape of the line at no additional cost to the City. If a good tape cannot be provided of such. quality that can be reviewed by �the Engineer, no �ayi � �enl (�� l��v�� y ll ��5 Nu� l�u� � 5! �dtl be made. ,�Iso, no paymeni sna�f pe � made tor portions of lines not televised or portions-where manholes cannot be negotiated with�the ielevision camera. THE TAPES SHALL BE SUBMITfED TO THE ENGINEER PRIOR TO CONSTRUCTION FOR REVIEW AND DETERMINATION OF SAGS. Upon completion of review of the tapes by the Engineer; the Contractor will be notified as to which sections of the sanitary sewer are to be corrected. Tapes will be retumed to the Contractor upon completion of review by the Engineer. All costs associated with this work shall be incidental to unit prices bid for items under Television�lnspection`of the Proposal. C. PAYMENT OF CLEANING AND PRE-CONSTRUCTION TELEVISION �INSPECTION OF SANITARY SEVVERS: The cost for Pre-Construction Cleaning and Television Inspection of sanifary sewers shall be� per linear foot of sewet actually televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be r�adily evaluated as to existing sewer conditions and for providing appropriate means for r�view of th� tapes-by-thre Engine��in�lutling colCe�tion �r�d �er�oval,-�ansportation anciTdisposaf-"ot - sand and debris from the sewers to a legal dump site. "�"-- - -� ��" --� Television inspection shall include necessary cleaning (hydraulic jet or mechanical clean�r) to provide video image required for line analysis. The primary purpose of cleaning is for television inspection and rehabilitation; when a portinn of a line is not or cannot be televised or r`ehabilita�ed, the cleaning of that portion o� line shall be incidental and no payment shall be made. 08/13/99 SC-34 !J � � D J `J � D *1 l..t`: :� U J r�� - �r-� e+�te�� The City makes no guarantee that all of the sanitary sewers to be entered are ciear forthe- passage:_of a.camera... T�ki�inethod�usedfoG securing_passage-of the-caKnera-are-to-be at the-- - --- - option of the Contractor, and= the costs must be inciuded in the bid price for N Inspections. � The cost of retrieving the N Camera, under all circumstances, when it becotnes lodged during inspection, shall be incidentaf to N Inspection. The item shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. AIf bypass pumping shall be incidental to the project. D-63 VACUUM TESTING OF SANITARY SEWER MANHOLES A. GENERAL: This item shall govem the vacuum testing of all newly construc#ed sanitary sewer manholes. -- 6:- EXECUTIQN�-- -- - - - � ^ - _ - -- _ - -=_ _ - � — - --- - _ - �._ - -_^.. � __ - -- = 1. TEST PROCEDURE: Manholes shall be tested with alf' connections in place. Lift t�oles shaA be..plugged, and all drop-connections and gas sealing connections sha11 be installed- prior to testing. . _?�-� The sewer line� entering the manhole shall be plugged and braced to prevent tti�ee plugs 11 �.� �� LG�� y �3� av,�� 11., U�� a� �I �J�. TI �� luy5 �I �all L� �� lallcG �� i ll �� 16 i�� e�u� �cl lhe drop-connections, gas sealing connections, etc. `The test head shall be placed inside the f�ame at `the top of the mantiole and `inflated in accordance with the manufacturer's recommendations_ A vacuurr� of tert inches_ of _mercury (10"Hg) shall be drawn and- the- vacuum pump will be tumed off. �th the valve closed, the level of vacuum shall be read after the required test time. The required test time shall be determined from the Table I below in accordance with AST-M-C9244-93: .¢�n �_ U � �.! — -- - D � � oa��srss 0 Tabte I MINIMUM TIME REQUIRED FOR VACUUM DROP OF �" Hg (10"Hg - 9"Hg) (SEC) d �`' Depth of MH. 48-Inch Dia. 60-Inch Dia. " (FT.) � Manhole Manhole ' 0 to 16' � 40 sec. 52 sec. 18' 45 sec. 59 sec. 20' 50 sec. 65 sec. 22' S5 sec. 72 sec. 24'— -- ,;9-sec. �— 78�e�. - -- - -- - 26'� � a 64 sec. ' � � - - - 85 sec. . 28' 69 sec. 91 sec. 30' 74 sec. 98 sec. For Each 5 sec. 6 sec. Additional -2' SC-35 T-' � � , � . . . �. . �. . � '. � 2. ACCEPTANCE: The manhole shall 6e considered` acceptable, if-the drop irr the level of vacuum is less than one-inch of inercury: •(1" Hg) after the required test-time_ Any r�anhole_whick�fail�tapas�the�initial-test-must�be-�epai�ed_wit�- a suitable_aaate�ia�whict�— — conforms to the construction material of the manhole. The manhole shall be retested as ��described above until it has successfully passed #�ie test. Following completion of a successful test, the manhole shall be restored to its normal condition, all temporary plugs.shall be removed, all braces, equipment, and debris shall be removed-and disposed of in a manner satisfactory to the Engineer. C. PAYMENT: Payment for vacuum testing of sanitary sewer manholes shall be paid at the contract price per eaah vacuum test. This price shatl include all material, labor, equipment, and all incidentals, including all bypass pumping, required to complete the test as specified herein. D-64 BYPASS PUMPING: The Contractor shall bypass the sewage around the section or T-� `— =s��tions= d� s�wer=to-be=rehabilitated �and/or=-replaced: =The-bypass-shal�tie=made=by=ptugging=-=�= existing upstream manhole and pumping the sewage into a downstream manhole or adjacent system or other method as may be approved by the Engineer. The pump and bypass lines shall be of adequate capacity and size to handle the•flow without sewage backuQ occurring to facilities connected to the sewer. Provisions shall be made at driveways and street crossings to permit safe vehicufar travel without interrupting flow in the bypass system. Under no circumstances will the Coniractor be permitted to discharge sewage into the trenches. Payment shal! be incidental- l0-t�h3biBlduui � vi i G f,la�i �� il vf U�� a��rv�� ii� iC. D-65 POST-CONSTRUCTION TELEVISION•INSPECTION OF SANITARY SEWER: A. GENERAL: After construction, ALL sections of sanitary sewer lines shall have a television insp�ction performed. Work shall consist of fumishing all laboc, material, and equipment necessary for inspection of the sewer lines by means of closed circuit television. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment B. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constnacted for such inspection. �.ighting for the camera shall be operative in 100% humidity conditions. The camera, television monitor, and other components of the video system shall be capable of producing picture quatity to the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made�for an unsatisfactory inspection. C. EXECUTION: 1. TELEVfSION- IroSPECTION: The �camera� shall- be moved- through'- the- line in either� direction at a moderate rate, stopping when necessary to permit proper documentaiion of any sewer service taps. In no case will the television camera be pulled at a speed greater than 30 feet per minute. Manual winct�es, power winches, N cable, and powered rewinds or other devices that do not obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. os✓��ss SC-36 � � � � � � � � � � � �� l_�� i� � C r;�T�-� �� When manually operated winches are used� to pulf the television camera through the line, teleptiones or other suitable means� of communicatio�s shall b�- set. up-befinreen � the-two- manboles. of the sectioc� bein�iAspected_ to_ ec�suc� goo� commu�ications-- betwee�± members of the crew. The importance of accurate distance measurements is emphasized. All television � inspection video tapes shall have a footage counter. Measurement for location of sewer service taps. shall be above ground by means of ineter device. Marking on the .cable, or the like, which would require interpolation for depth of manhole, will not be aliowed. Accuracy of the �distance meter shall be checked by use of a wa(king meter, roll-a-tape, or � othe� suitable device, and the accuracy shall be satisfactory to the Engineer. � The City makes no guarantee that all of the sanitary sewers to be entered are clear for the, passage�of,a camera. The methods used for securing passage of the camera are to be at the option of the Contractor. The cost or retrieving the �Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidenta! to . 0 -- — =--=Televisiorr-inspection:=--=�- - _—_ -----__— --- -_-- __ = A - � --- -- = 0 � U� l� � U D �-- D U Sanitary sewer mains must be laced withr enough water to fill all low pints. The televisibn inspection .must be done immediately following the lacing of the main with no water flow. tf seVver is active, flow must be res.tricted to provide a clear image of sewer� being inspected. � .�� BeetilbF�id-TATlafd. �I�� 7� ��N��Gu� � Luy�. �rint�to�al�u� � � ew� �I�stratS ��; k��El� �y the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service tap obsenred during inspection. All television logs shall be referenced to st�tioning as.shown on�the plans. A�opy of these telsvision logs.will be supplie.d tortl�e City. �f 3. PHOTOGRAPHS: lnstant developing, 35 mm, or other standard-size photographs of the television picture of problems shall be taken by the Contractor upon request� of the Engineer, as long as such photographing does not interfere with the Contractor's operations. �. VIDEOTAPE RECORDINGS: The purpose of tape reco�ding shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed that it was recorded. The television tapes shall be fumished fo the City for review immediately upon completion of the television inspection and may be retained" a maximum of 30 calendar days. Equipment � shall be provided to the City by the Contractor for review of the tapes. Tapes will be retumed to the Contractor upon completion of review by the Engineer. Tapes ��hall not be erased �withouttherpermiss'torrofthgE� �yi� �Cer. If the taoes are of such 000r aualifv that the Enaineer is unable to evaluate the condition of the sewer line or to locate service connections. the Contractor shall be reauired to re- televise and arovide a aood taQe of the line at n6 additional cost to the Citv. If a good tape cant�ot be provided of such quality that can be reviewed by the Engineer� no payment for televising this portion �shall be made. Also, no payment shall b� made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera. � os✓r,:v�s SC-37 !J f'�D - �f'C�I�-L.EO�IDITI�Pd� D. PAYMENT OF POST.-CONSTRUCTION TELEVISION INSPECTION OF SANITARY --SEI�VERS: The�cost for post-coc�struction Television-Inspectio�of-sanita�sewers-shali. be. pec_ __�_ _ linear foot of sewer televised. The Contractor shall provide the Engineer with tapes of a quality that the pa�ticular piece of sewer can be readily evaluated as to sewer conditions and for providing appropriate means for review of the tapes by the Engineer_ Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image re�quired for line analysis. The quantity of N inspection shall be measured as the total length of �new pipe installed. All costs associated with this work shall be included in the appropriate bid item - Post-Construction Television Inspection. The item shall aiso include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall�be incidentaf'to the project. � � _----- - D-66 - -SAMPLE�/ocND�`QUAL�TY`CONTROL-J'fESTING: � - - = � . _>3 A. The Contractor shall fumish, at its own expense, certifications by a private laboratory for all materials proposed to� be used on the proje�t, including a mix design for any asphaltic and/or Portland cement concrete ta be used, and gradation analysis for sand and crushed stone to be used along with the name of �the pit from which the material was. taken. The contractor shall provide manufacturer's ce�ifications for all manufactured items to.be used in the project d� �� w�fl L�a� u� �y ch��i �� I��al��l u�� Lc�. ` s B. Tests of fhe design concrete mix shall be made by the contractor's laboratory at least nine .._ days prioc.to.the placing of concrete using_the same_aggregate, cement, and mortar_which are to be used later in the concrete. The Contractor shall provide a certified copy of the test results to the City. C. Quality control testing of in-place material on this project will, be pertormed by the city at its own expense. Any retesting required a� a result of failure of the material to meet project specifications will be at the expense of the contractor and will be billed at commercial rates as 'determined by the City. The failure of the City to make any tests of materials shall in no way relieve the contractor of its responsibility to fumish materials and equipment conforming,to the requirements of the contract. D. Not iess than 24 hours notice shall be provi�ed to tfie City by the Gontractor for operations requiring testing. The Contractor shall provideYaccess and trench safety system (if required) for the site to be tested, and any work effort involved is deemed to .be included in the unit price for the item being tested. -��- - E. The-Contractor shalt provide a copy of the trip ticket for each� load-of fill-material-delivered-tQ the job site. The ticket shatl specify the name of the pit supplying the fill material. D-67 TEMPORARY EROSIQN, SEDIMENT, AND WATER POLLUTION CONTROL: A. DESCR(PTION: This `item shall consist of temporary soil erosion. sediment and water pollution control measure� deemed necessary by the Engineer for the duration of the contra�t. These control measures shall at no time be used as a substitute for the permanent control measures 08/13199 SC-38 � � ;� � I� � � � � � -�` P-ART �-_�PEEIA�C�f<tE}I-T-ION� - ---- - unless otherwise directed by the Engineer and they shall not include measures taken by the � CONTRACTOR to control conditions created by his construction operations. The temporary measures shall include dikes, dams, berms, sediment basins, fiber mats, jute netting, f'' temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, baled-hay retards, dikes, slope drains and other devices. B. CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define erodible earth L� 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-ea�th material exposed by � excavation, borrow and to direct the CONTRACTOR to provide temporary pollution-control .! measures to prevent contamination of adjacent streams, other water courses, lakes, ponds or other areas of water impoundment. Such work may involve the construction of temporary �� berms, dikes, dams, sediment basins, slope drains and use of temporary mulches, mats, � seeding, or other control devices or methods directed by the Engineer as necessary to control soil erosion. Temporary pollution-control measures shall be used to prevent or correct ° erosion that may develop during construction prior to installation of permanent pollution � control features, but are not associated with permanent control features on the project. The Engineer will limit the area of preparing right-of-way, clearing and grubbing, excavation and �► borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the finish grading, mutching, seeding, and other such peRnanent pollution-control measures current in accordance with the accepted schedule. Should seasonal conditions make such � limitations unrealistic, temporary soil-erosion-control measures shall be performed as directed by the Engineer. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. �� 2. When work areas or material sources are located in or adjacent to live streams, such areas shall be separated from the stream by a dike or other barrier to keep sediment from ` entering a flowing stream. Care shall be taken during the construction and removal of such barriers to minimize the muddying of a stream. � 3. All waterways shall be cleared as soon as practicable of false work, piling, debris or other r,i, obstructions placed during construction operations that are not a part of the finished work. �'" 4. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and r.� reservoirs with fuels, oils, bitumens, calcium chloride or other harmful materials. He shall conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish. C. MEASUREMENT AND PAYMENT: All wor{c, materials and equipment necessary to provide temporary erosion control shall be considered subsidiary to the contract and no extra pay will be given for this work. `�' D-68 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES: The Contractor shall provide ingress and egress to the property being crossed by this construction and adjacent � property when construction is not in progress and at night. Drives shall be left accessible at ! night, on weekends, and during ho(idays. The Contractor shall conduct his activities to minimize , obstruction of access to drives and property during the progress of construction. Notification shall �` be made to an owner prior to his driveway being removed and/or rebuilt. �' oa��a�s SC-39 Li •.•� . . . _. . .��., r��...��.l��l�lr��t �l�t�.■■��.[�� D-69 PROTECTION O� TREES, PLANTS AND SOlL: All propert� along-and adjacent to�the Contractors' operationsincludiAglawns�.yards, shcubs,_trees,�etc.Yshal�be_pcesec�vedo�restoGed_ after completion of the work, to a condition.equal to or better than existed prior to start of work. Any trees or other landscape features scarred or damaged by the Contractor's operations shall -be restored or replaced at the Contractor's expense. Trimming or pruning to facilitate ihe work will be permitted only by experienced� workr`rien in an approv,ed manner` (No trimming �r pruning without the property owners' consent). Pruned iimbs of .�1° diameter or larger shall-be thoroughly treated as soon as possible with a tree wound dressing. - D-70 SITE RESTORATION: The contractor shall be responsible for restoring the site to original grade and condition after completion of his operations subject to approval of the Engineer. The basis for approval by ttae Engineer wifl be grade restoration to plus minus one-tenth (0.1) of a foot� a � 0 � a � D-71 CI�TY�OF FORT WORTH STANDARD PRODUCT LIST: Proposed products submitted in - = the-bid�documents must appear-iR-the=latest�`Cit�of�FortW�rtFrStandard-ProducYUst;--for-�the 6id�-= °�- to be considered responsive. Products and processes listed in the�"City of Fort Worth Standard �Product List, shall be considered to meet City of Fort Worth minimum technical requirements. D-72 STATE,REVOLVING FUND (SRF) REQUIREMENTS: This project, in addition to standard -City of Fort Worth requirements, may� involve certain State.requirements: These requirements, if applicable, are provided in the following documents and should thoroughly be reviewed and �om�teted-tiythe-contracto� . T'I �cy �Rd��c: �' 1. At the Time of Contract Doa�ment Execution :� _-� • ED-103-Contractors Act of Assurance � • ED-104-Resolution Work required to conform to these requirements shall �be considered subsidiary and no extra payment will be made. The SRF requirements are included inAppendix A. D-73 TOPSOfL, 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. s 1. TOPSOIL � � DESCRIPTION: This item will consist of fumishing and placing a minimum of six (6) inches of -- —topsoil; fre�ftorrrrock-anct�foreigrrmateriat,-irraft: �rarkway�andymediarrs-tQ-the-lines-an� grades as established� by the Engineer. -- � � Y � -- - - -- - - CONSTRUCTION METHODS: Topsoil will be secured from borrow sources as requited to supplement material �secured from street excavation. All excavated materiais fr.om streets •which is suitable for topsoil will be used in the parkways and medians before any topsoil is obtained fr�m a borrow source. Topsoil materiai secured from street excavation shall be stodcpiled at locations approved by the Engineer, and �t completion of grading and paving oe✓��ss SC-40 �� I �1 � � � � � P,4RT-D---SPEC(AL GONDI-T-IONS- - � operations, topsoil shall be placed on parkway areas so as to provide a minimum six (6) inches of compacted depth of topsoil parkways. f" 2. SODDING DESCRIPTION: Sodding will consist of fumishing and planting Bermuda, Buffalo or St. Augustine grass in the areas between the curbs and walks, on terraces, in median strips, on t. embankments or cut slopes, or in such areas as designated o� the Drawings and in accordance with the requirements of this Specification. Recommended Buffalo grass ' varieties for sodding are Prairie and 609. MATERIALS: Sod shall consist of live and growing Bermuda, Buffalo or St. Augustine grass r' secured from sources where the soil is fertile. Sod to be placed during the dormant state of . these grasses shall be alive and acceptable. Bermuda and Buffalo grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a two (2) inch minimum ` thickness of native soil attached to the roots. St. Augustine grass sod shall have a healthy, � virile root system of dense, thickly matted roots throughout a one (1) inch minimum thickness of native soil attached to the roots. r• _ The sod shall be free from obnoxious weeds or other grasses and shall not contain any matter deleterious to its growth or which might affect its subsistence or hardiness when � transplanted. Sod to be placed between curb and walk and on terraces shall be the same � type grass as adjacent grass or existing lawn. �� Care shall be taken at all times to retain native soil on the roots of the sod during the process of excavating, hauling, and planting. Sod material shall be kept moist from the time it is dug until planted. When so directed by the Engineer, the sod existing at the source shall be � watered to the extent required prior to excavating. Sod material shall be planted within three days after it is excavated. � CONSTRUCTION METHODS: After the designated areas have been completed to the lines, � grades, and cross-sections shown on the Drawings and as provided for in other items of the contract, sodding of the type specified shall be performed in accordance with the , requirements hereinafter described. Sodding shall be either "spot" or "block"; either �, Bermuda, Buffalo or St. Augustine grass. �, a. Spot Sodding FuRows parallel to the curb line or sidewalk lines, twelve (12) inches on centers or to the dimensions shown on the Drawings, shall be opened on areas to be sodded. In all furrows, sod approximately three (3) inches square shall be placed on twelve (12) inch �" centers at proper depth so that the top of the sod shall not be more than one-half (1/2) � inch below the finished grade. Holes of equivalent depth and spacing may be used � instead of furrows. The soil shall be firm around each block and then the entire sodded area shall be carefully rolled with a heavy, hand roller developing fifteen (15) to twenty-five � (25) pounds per square inch compression. Hand tamping may be required on terraces. � � os��3iss SC-41 � r�RT o - �rc�«� co��-e�� b. Block Sodding. At locations o� the Drawings-or- where -directed, sod blocks- sha1l-be-carefuily- placed on the prepared areas. The sod shall be so placed that the entire designated area shalt be covered, and any voids left in the block sodding shall be filled with additional sod and tamped. The entire sodded area shall be rolled and tamped to form a tMoroughly compact_ solid mass. Surfaces �f block sod, which, in the opinion of the Engineer, may slide due to the height or slope of the surface or nature of the soil, shall,. upan� direction of the Engineer, be pegged with wooden pegs driven through the sod block to the firm earth, sufficiently close to hold the block sod firmly in place. When necessary, the sodded areas shall be smoothed after planting has been completed and shaped to conform to the cross-section previously ,provided and existing at the time sodding operations were begun. Any excess dirt from planting operations shall be spread uniformly over the adjacent areas or disposed of as directed by�the Engineer so that the � � � � � completed surface will present a sightly appearance. ------ - -- - - - - -.� _ - — -- - - � The sodded areas shall be thoroughly watered immediately after they are planted and shall be subsequently watered at such times and in a manner and quantity directed by the Engine�r until completion and final acceptance of the project by the City of Fort Worth. 3. SEEDING �7ESERtR�tOt�t: -"�'e�d'TrTg'~will w��5i�i uf N� �Nd� i� �y y� uu� ��, N� �viGi� �y d� �� F.la� (�ing seed or a mixture of seed' of the kind specified along and across such areas as may be designated on the Drawings and in accordance with these Spec�cations. MATERIALS: a. General. All seed used must carry a Texas Testing Seed label showing purity and germination, name, type of seed, and that the seed me�ts a(I requirements of the Texas Seed Law. Seed fumished shall be pf the previous season's crop and the date of analysis shown on each tag shall be within nine (9) monihs of time of delivery to the project. Each variety of seed shall be fumished and delivered in separate bags or containers. A sample of each vari�ty of seed shall be fumished. for analysis and testing when directed by the Engineer. The specified seed shall - equal or exceed the following percentages of Purity and germination: Common Name _ _ _ Puri - -- ��Common�Bermuda Grass Annual Rye Grass Tall Fescue Westem Wheatgrass Buffalo Grass Varieties Top Gun Cody 08✓13/99 SC-42 _ 9��,r_ 95% 95% 95% 95% 95% Germination 90% 95% 90% '90%- 90% 90% � � � � � �� — — �i � � � 7 LJ L�J l!l �.. � � . . �., � �. ' Table 120.2:(2)a. URBAN AREAr WARM�EASON-SEEDIN� RATE-(Ibs.); Pure Live-Seect(PLS}- 'a_ _ __ `_.'__ � _ _' .... " _ .._ _�._�_ 1 _ _' _ Mixture for Clav or Tqht Soils (Eastem Sections) (Westem Sections) � Bermudagrass 40 Buffalograss 80 Buffalograss 60 Bermudagrass 20 Dates Q Feb 1 to May 1 a ' � � Total: 100 Total: 100 Mixture for Sandv Soils fAll Sections) Bermudagrass 60 Buffalograss :40 Total: 100 Table,120.2.(2)b TEMPORARY COOL-SEASON SEEDING RATE; (Ib.) Pure Live Seed °(PL' S) . Dates (All Sections) - - --- --,- —= Aug15-� - � - Tall Fescue= - — � - - � 50 --- to Westem Wheatgrass 50 May 1 Annual Rye 50 � � Total: 100 � � � a. W�tering. Seeded areas shall be watered as directed by the Engineer sa as to prevent washing of the slopes or dislodgment of the seed. � b. Finishing. Where appficable, the shoulders, slopes, and ditches shall be smoothed after seed bed preparation has been completed and shaped to conform to the cross=section previously provided and existing at the time planting operations were begun. • � �I � LsJ �i 1 BROADCAST SEEDING: The seed or seed mixture in the quantity specified shall be uniformly distributed over the areas shown on the Drawings and where directed. If the sowing of seed is by hand� rather than by� mechanical methods, the seed shall be sown in two directions at right angles to each other. Seed and fe�tilizer shall be distributed at the same time provided the specified uniform rate of application for both is obtained.- "Finishing" as specified in Section D-46, Constru�tion Methods, is not applicab[e since no seed bed preparation is required. DISCED SEEDING: Soil overthe-area shown on th� Drawings as directed to be'seede�shalf-� `- � be loosened to a minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter or they shal! be removed The area shall then be finished to line and grade as specified under "Finishingp in Section D-46, Construction Methods. The seed. or seed mixture, specified shall then be planted at the rate required and the � application shall be made uniformly. If the sowing of seed is by hand rather than by os��ss SC-43 CONSTRUCTION METHODS: After the desigrtated areas have been completed to the lines, �rades; -artc�crosssections-showmorrthe--Brawings-a►td--asprovicted-forim�otl �� 'l«� � �� ,�-thi5 �Contract, 'seeding of the type specified shall be performed in accordance vvith the requirements hereinafter described. �� f'�f:T D - �� C�I�L CO�'dBt�l-@t'd� mechanical methods, seed shall be raked or harrowed into the soii to a depth of � approximately one-eight (1/8) inch: Th� planted-area shali be rolled with a corrr�gated-rollerof --- the "Cultipacker" type: -All-colling of the slope areas shall be on-the-contour. - -- ASPHALT MULCH SEEDING: The soil over the area shown on the Drawings, or as directed to be seeded, shall be loosened to the minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter, or they shall be removed. The area shall then be finished to line and grade as specified under "Finishing" in Section D- 46, Construction Methods. ' Water shall then be applied to the cultivated area of the seed bed until a minimum depth of six (6) inches is thoroughly moistened. � After the waterjng, when the ground has become sufficiently dry to be loose and pliable, the seed, or seed mixture specified, shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand, rather than mechanical methods, --� ihe=see�fiatCtie-sown-in- fiuvo directions at=right=an esto-each-other:= Seed-and-fertilizersmay- be distributed at the same time, provided the specified uniform rate of application for both is obtained. After planting, the seed shall be raked or harrowed into the soil to a. depth of approximately one_quarter (1/4) inch. The planted surface area and giving a smooth su�face without ruts or tracks. In between the time compacting is completed �nd the asphalt is applied, the pfanted area shall be watered sufficiently to assure uniform moisture from the surface to a minimum of six (6) inches in depth. The applicaiion of asphatt shall follow the last watering as rapidly as-possible. Asphalt shall �_,' . be of the type and grade as shown on the Drawings and shall conform to the requirements of .____ the item 300, "Asphalts, Oils and-Emulsions".. If the type of asphalt to be used is not shown `on the Drawirnys, or if Drawings are not included, then MS-2 shall be used. Applications of the asphalt shall be at a rate of three-tenths (0.3) gallons per square yard. It shall be applied to the area in such a manner so tF�at a complete film is obtained and the finished surface shall be comparatively smooth. � RE-SEEDING OF AREAS PLANTED WITH _ CQOL SEASONS SPECIES: Areas where temporary cool season species have been planted may be replanted beginning February 1 ._ with warm season species as listed in Table 120.2(2)a. The re-seeding will be achieved in the following manner. The cool season species shall be mowed down to a height of one (1) inch to insure that slit-seediny equipment will be able to cut through the turf and achieve adequate soil penetration. fl � �I� � L�J � � � C �1 � �''1 !� '� ! �J * Slit-seeding, is achieved through the use of an implement which �uts a furrow (slit) in the soil and places the seed in the slit which is then pressed cfose with a cultipacker wheel. V_ � CONSTRUCTION' WITHIN�PARK�AREAS^ - TURE F�ESTORATION OF PARK AREAS: FERTIUZ�R- DESCRIPTION: "Fertilizer" will consist of providing and distributing fertilizer over such areas as are designated on the Drawings and in acRcbrdance with these Specifications. 08/13/'99 SC-44 0 LJ L�.I'� � � �� PART D - SPECI�4L G4NDITIONS MATERIALS: All fertilizel- used shall be' delivered in bags or containers clearly ,labeled � showing the analysis. The fertilizer is subject to testing by the City of Fort Worth in accordance with the Texas Fertilizer Law. A pelleted or granulated fertilizer shall be used with an analysis of 16-20-0 or 16-5-8 or having the analysis shown on the Drawings. The � figures in the analysi� represent the percent of nitrogen, phosphoric acid, and potash nutrients respectively as determined by the methods of the Association of Official Agricultural Chemists. � � � I�l I�l ln the event it is necessary° to substitute a fertilizer of a different analysis, it shall be a pelleted -- or granulated fertilizer with a lower concentration. Total amount of nutrierits. fumished and applied per acre shall equal or exceed that specified for each nutrient. CONSTFtUCTION METHODS: When an item for fertilizer' is included in the Drawings and proposal, pelleted or granulated fe�tilizer shall be applied uniformly over the area specified to be fertilized and in thre manner directed for the particular item of work. Fertilizer shall be dry and in good physical condition. Fertifizer that is powdered to caked will be rejected. Distribution of fertilizer as a particurar item of work shall meet the approval of the Engineer. Unless otherwise indicated on the Drawings, fertilizer shall be applied uniformly at the average rate of three hundred (300) pounds per acre for all types of "Sodding" and four hundred (400) pounds per acre for all types of "Seeding". � MEASUREMENT: Topsoil secured from boRow sources will be measured by the sq��re yard in place on the project site. Measurement will be made only on topsails secu�ed from borrow . sources. LJ L•J I�l u Acceptable material for "Seeding" will be measured by the linear foot, complete in place. `Acceptable material for "Sodding" will be measured by the linearfoot, complete in place. Acceptable material for "Fertilizer" shall be subsidiary to the price of sodding or seeding. PAYMENT: All work perFormed as ordered� and measured as provided under "Measurement" shall be paid for at the unit price bid for each item of wo�Ic. �Its price shall be full compensation for excavating (except as noted below), loading, hauling, placing and furnishing all labor, equipment, tools, supplies, and incidentals necessary to complete worlc. All labor, equipment, tools and incidentals necessary to supply, transport, stockpile and,place � topsoil or salvage topsoil as specified shall be included in "Seeding" or "Sodding" bid items and will not be paid for directly. � "Spot sodding" or "block sodding" as the case may be, will be paid for at the contract unit price per square'yard, complete in place, as provided in the proposal and contract. The contract unit price shall be the total compensation for fumishing and placing all sod; for all � rolling and tamping; for all watering; for disposal of all surplus materials; and for all materials, labor, equipment, tools and incidentals necessary to complete the work, all in accordance wi�h the °Drawings and these Specifications. � The v,rork perfoRned and materials fumished and measured as provided under "Measurement" shall be paid for at the unit price for "Seeding". or "Sodding", of the -type � 0�/13/99 SC-45 �� PART D = SPEGIAL CONDITIO�NS -� specified, as the case rraay be, which price shall each be fuil compensation for fumishing all materials and for performing ail operations necessary to complete the work accepted as follows: Fertilizer material and application will not be measured or paid for directly, but is considered subsidiary to Sodding and Seeding. D-74 CONFINED SPACE ENTRY PROGRAM: It shall be the responsibility of the contractor to implement and maintain a variable "CONFINED SPACE ENTRY PROGRAM" which must meet OSHA requirements for all its employees and subcontractors at all times during construction. All active sewer manholes, regardless of depth, are defined by OSHA as "permit required confined spaces". Contractors shall submit an acceptable �°CONFINED SPACE ENTRY PROGRAM" for all applicable manholes and maintain an active file far these manholes. The cost of complying with this program shall be subsidiarx to the pay items involving work in confined spaces. � D-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION: 1. Prior to the final inspection being conducted for the project, the contractor shall contact the city inspector in writing when the entire project or a designated portion of the project is substantially complete. 2. The inspector along with appropriate City staff and the City's consultant shall make an inspection of the substantially completed work and prepare and submit to the co�tractor a list of items needing to be completed or coRected. 3. The contractor shalf take immediate steps to rectify the listed deficiencies and notify the owner in writing when all the items have been completed or corrected. 4. Payment for substantial completion ins�ection as well as final inspection shall be subsidiary to the project price. Contractor shall still be required to address all other deficiencies which are discovered at the time of final inspection. �. Final inspection shall be in conformance with general condition item "C5-5.18 Final Inspection" of PART C- GENERAL'CONDITIONS. D-76 EXCAVATION NEAR TREES: 1. The Contractor shall be responsible for taking measures to minimize damage to tree limbs, tree `trunks, and tree roots at each work site. All such measures shall be considered as incidental work included in the Contract Unit Price bid for applicable pipe or strucfure installation except for short tunneling/tree augering. � 2. Any and all trees located within the equipment operating area at each .work site shall, at the direction of the Engineer, be protected by erecting a"snow fence" along the drip line or edge of the tree root system between tree and' the construction area. 3. Contractor shall inspect each work site in advance and arrange to have any tree limbs pruned that might be damaged by equipment operations. The Engineer shall be notified o8✓��ss� SC-46 0 �'�.' u L�J C � � � u � �,1 '� LJ L�J L�J � �J l�l L�J � � � � L�, L�J � �'1 . — , a - P�RT D-- SPE�IAL GONDITIONS at least 24 hours prior to any tree trimming work. No trimming work will• be permitted within private property without written permission of the Owner. 4. Nothing shall be stored over the tree root system within the drip line area of any tree. 5. Before excavation �off the roadway) within the drip line area of any tree, th� earth shall be sawc:ut for.a minimum depth of 2 feet. 6. At designated locations shown on the drawings, the "short tunnel"�method using Class 51 D.I. pipe shall be utilized. - 7. Except in areas where clearing is allowed, all trees up to 8" in diameter damaged during construction shall be removed and replaced with the s�me type and diameter tree at the contrac�o�'s expense. A 8. Contractor shall employ a qualified landscaper for all the work required for tree care to ensure utilization of the best agricultural practices and procedures. 9. Short tunneling shall cQnsist of power augering or hand excavation. �'he tunnel diameter � shall not be larger than 1-1/2 times the outside pipe diameter. Voids remaining after,pipe installation shall be pressure grouted. u L�J D-77 CONCRETE ENCASEMENT OF SEWER PIPE: Concrete encasement pf sewers shall be paid for at the Contract Unit Price per linear foot of concrete encasement as measured in place along the centerline of the pipe for each pipe diameter indicated. The Contract Unit Price shall include all costs associated with installation and reinforcement of the concrete .encasement. D-78 CLAY DAM: Clay dam construction shall be perFormed in accordance with the a Wastewater Clay Dam Construction, figure in the Drawings in these Specifications, at locations indicated on the Drawings or as directed by the City. Clay dams shall be keyed into undisturbed soil to make an impervious barrier to reduce groundwater percolation through the pipeline trench. a Construction material shall consist of compacted�e�ieAite--ela�-er-�:27 concrete. Payment for work such as forming, placing and finishing shall be subsidiary to the price . bid for pipe � installation. � lRl u � � � D-79 EXPLORATORY EXCAVATION (D-HOLE): The Contractor shall be responsible for verifying the IQcations of all existing utilities prior to construction, in accordance with item D-22. At locations identified on the drawings, contractor shall conduct�an expforatory excavation (D- Hole), to locate and verify the location and elevation of the existing underground utility where it may be in potential conflict with a proposed facility alignment. The exploratory excavation shall be conducted prior to construction of the entire project only at locations denoted on the plans or as directed by the engineer. Contractor shall submit a report of findings (including surveyed elevations of existing conflicting utilities) to the City prior to the start of construction of the entire project. If the cont�actor determines an existing utility is in conflict with the proposed facility, the contractor shall contact the engineer immediately for appropriate design modifications. The contractor shall make the necessary repairs at the explorator� excavation (D-Hole) to obtain a safe and proper driving surface to ensure the safety of the general public and to meet the oai»vss SC-47 ��J P�ART D � SPECI�IL �ONDITIONS app�ovai of the City inspector. TF�e contractor shall be liable for any and all damages incurred due to the exploratory excavation (D-Hole). Payment shall not be made for verification of existing utilities per item D-22. Payment for exploratory excavation (D-Hole), at locations identified on the plans or as directed by the Engineer, shall include full compensation for all materials, excavation, surFace restoration, field surveys, and all incidentals necessary to complete the work, shall be the- unit price tiid. No payment shall be made for exploratory excavation(s) conducted after construction has begun. D-80 INSTALLATION OF WATER FACILITIES 80�.1 Polyvinyt Chloride (PVC) Water Pipe: POLYVINYL Chloride Plastic Water Pipe and fittings on this Project shall be in accordance with the material standard contained in the General Contract Documents. Payment for• work such as backfill, bedding, blocking, detectable tapes and all other associated appurtenant required, shall be included in the linear foot price bid of the appropriate BID ITEM(S). 80.2 Blocking: Concreie blocking on this Project will necessarily be required as shown on the Plans and shall be installed in accordance with the General Contract Documents. All valves sfiall have conca�ete blocking provided for supporting. No separate payment will be m�ade for any of tt�e work involved for the item and all costs incurred will be considered to be included in the linear foot bid price of the pipe or the bid price of the valve. 80�.3 Type of Casing Pipe: 1. WATER: The casing �pipe for open cut` and bored or tunneled section shall be �VWVA G20`0 Fabricated Electrical(y Welded Steel Water Pipe, and shall conform to the provisions of Ea-15, E1-5 and E1-9 in Material Specifications of General Contract Documents and Specifications for'Water Department Projects. The steel casing pipe shall be supplied �s follows: F�r the inside and outside of casing pipe� coal-tar protective coating in a�cordance with the requirements of Sec. 2.2 and related sections in AWWA C-203. Touch-up after field welds shall provide coating equal to those specified above. C. Minimum thickness for casing pipe used shall be 0.375 inch. Stainless Steel Casing Spacers (centering style) such as manufact�red by Cascade Waterworfcs Manufacturi�g Company or an approved equal shall be used on all non- concrete pipes when installed in casing. Installation shall be as recommended by the manufacturer. 2. SEWER: Boring used on this project shall'be in accordance with the materiat standard E1-15 and Construction standard E2-15 as per Fig. 110 of the General Contr�ct Documents. 3. PAYMENT: Payment for all materials, labor, equipment, excavation, concrete grout, backfilf, and incidental work shall be included in the unit price bid per foot. 08H3/�J9 SC-48 �`J L, � L�J L�J � I'� �RJ L�J LJ � `, � � � L�J Lr' � � l �l PART D - SPEGIAL CONDITIONS 80.4 Tie-Ins: The Contractor shall 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-ins. And any differences in locations and elevation of existing line tie-ins between the contract drawings and what may be encountered in the field shall be considered as incidental to construction. The cost of making tie-ins to existing water or sanitary sewer mains shall be included in the linear foot bid price of the pipe. 80.5 Connection of Existing Mains: The Contractor shall determine the exact location, elevation, configuration and angulation of existing water or sanitary sewer lines prior to manufacturing of the connecting piece. Any differences in locations, elevation, configuration, and or angulation of existing lines between the contract drawings and what may be encountered in the said worlc shall be considered as incidental to construction. Where it is required to shut down existing mains in o�der to make proposed connections, such down time shall be coordinated with the Engineer, and all efforts shall be made to keep this down time to a minimum. In case of shutting down an existing main, the Contractor shall notify the Manager, Construction Services, Phone 871-7813, at least 48- hours prior to the required shut down time. The Contractor's attention is directed to Paragraph C5-5.15 INTERRUPTION OF SERVICE, Page C5-5(5), PART C- GENERAL CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS AND GENERAL SPECIFlCATIONS. The Contractor shall notify the customer both personally and in writing as to the location, time, and schedule of the service interruption. The cost of removing any existing concrete blocking shall be included in the cost of connection. Unless bid separately all cost incurred shall be included in the linear foot price bid for the appropriate pipe size. 80.6 Valve Cut-Ins: It may be necessary to cut-in gate valves to isolate the water main from which the extension and/or replacement is to be connected. This may require closing valves in other lines and putting consumers out of service for that period of time necessary to cut in the new valve; the work must be expedited to the utmost and all such cut-ins must be coordinated with the engineer in charge of inspection. All consumers shall be individually advised prior to the shut out and advised of the approximate length of time they may be without service. Payment for work such as backfill, bedding, fittings, blocking and all other associated appurtenants required, shall be included in the price of the appropriate bid items. � 80.7 Water Services: The relocation, replacement, or reconnection of water services ' will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. All service's shall be constructed by the contractor utilizing approved factory manufactured tap saddles (when required) and corporation stops, type K copper water tubing, curb stops with lock wings, meter boxes, and if required approved manufactured service branches. All materials used shall be as specified in the Material Standards (E1- 17 & E1-18) contained in the General Contract Documents. All water services to be replaced shall be installed at a minimum depth of 36 inches below final grade. 08H3/99 SC-49 u PART D - SPE�IAL °COND(TIONS All existing 3/4-inch water service lines which are to be replaced shall be.;replaced with 1- inch Type K copper, 1-inch diameter tap saddle when required, and 1-inch corporation from the main line to the meter box. All ser'vices which are to be replaced or relocated shall be installed with the service main tap and service line being in line with the service meter unless otherwise directed by the Engineer. A minimum of 24 hours advance notice shall be given when service interruption will be - required as specified in Section C5-5.15 INTERRUPTION OF SERVICE. All water service meters shall be removed, tagged, and collected by the contractor for pickup by the W�ter Department fo� reconditioning or replarement. After installation of the 'water service in the proposed locations and receipt of a meter from the project inspector the contractor shall install the meter. The meter box shall be reset as necessary to be flush with existing ground or as otherwise directed by the Engineer. All such work on the outlet side o� the service �neter shall be performed by a licensed plumber. 1. WATER SERVICE REPLACEI�ENTS: VI/ater service replacement or relocation is required when the existing service is � lead or is too shallow to avoid breakage durir�g street reconstruction. The contractor shall replace the existing- service line with Type K copper from the main to the meter, curb stop with lock wings, a,nd corporation stop. Payment for all work and materials such as backfill, fittings, type K copper tubing, curb stop with lock wings, service line adjustment, and any relocation of up to 12-inches from ��' center line existing meter location to center line proposed meter location shall be included in the Linear Foot price bid for Copper Service Line from Main to five (5) feet behind Meter. Any "vertical adjustment of customer service line within the� 5 foot area shall be subsidiary to the service installation. Payment for all work and materials such as tap saddle (if required), corporation stop$, and fittings stiall be included in the price� bid for Service Taps to Main. 2. WATER SERVICE RECONNECTION: Water service reconnection is required when the existing service is copper and at adequate depth to avoid breakage during street reconstruction. The contractor shall adjust �the existing water service line as required for reconnection and fumish a new tap with corporation stop. The contractor inrill be paid for one (1) Service Tap to Main for each service reconnected plus for any copper service line used in excess of five (5) feet from Main to five (5) feet behind the Meter. 3. WATER SERVICE METER AND METER BOX RELOCATIONS: When the replacement and relocation of a�r�ater service and meter box is required and the location of the meter and meter box is moved more than twelve (12) inches, as measured from the center line of the existing meter t� location to the center line of the proposed meter location, separate payment will be allowed for the relocation of service meter and meter box. Centerline is defined by a line extended from the service tap through the meter. Or�ly relocations made perpendicular to this centerline will be paid for separately. Relocations made along the cente�line wi(I be paid of in feet of copper service line. 0 L�J I�, u � � I�l I� '� L�J l �J � � u L�J L�J � oair�ss SC-50 ' a �'� � C LJ II�� PART D - SPECIAL GONDIT10�1S_ When relocation of service meter and meter box is ret�uir�d, payment fo� ali work and materials such as backfill, fittings, five (5) feet c�f type K copper service and all materials, labor, and equipment used by and for the licensed plumber shall be included in tlie price bid for the service meter relocation. All other costs will be included in other appropriate bid item(s). This item will also be used to pay for all service meter and meter box relocations as -required by the Engineer when the service line is not being replaced. Adjustment of only the meter box and customer servic:e line within 5 feet distance behind the meter will not -- justify separate payment at any time. Locations with multiple service branches will be paid for as one service meter and meter box=relocation. 4. NEW SERVIGE: a (when required), and meter box. When new services are required the contractor shall install tap saddle corporation stop, type K copper servi�e line, curb stop with lock wings, 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 befiind the meter. u � �J L�J � L■J � � C L! Payment for all work and materials such as tap saddle, corporation stops, and fittings shall be included in the3'price bid for Service Taps to Mains. Paymeni for all work and materials such as fumishing and setting new 'tneter box shall be included in the price bid for fumish and set meter box. 5. MULTIPLE SERVICE BRANCHES: When multipfe service branches are required the contractor shall fumish approved factory manufactured branches. Payment for multiple service branches will include fumishing and installing the multiple •service branch only and all othe� co�t will be included in bther appropriate b't.d item(s). 6. MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER: Any multiple service lines with taps servicing a single service meter encountered during constnaction shall be replaced with one service fine that is applicable for the �ize of the existing service meter and approved by the Engineer. Payment shall be made at the unit bid price in the appropriate bid item(s). �0.8 2-Inch Temporary Service Line: The 2-inch temporary service main and 3/4-inch service lines shall be installed to provide tempd'rary water service to all buildings that will necessarily be required to have severed water service during said work. The contractor shall be responsible for coordinatirlg the schedule of the temporary service connections and permanent senrice reconnections with the building owners and the Engineer in order that the work be performed in an expeditious manneP. Severed water service must be reconnected within 2 hours of discontinuance of service. A 2-inch tapping saddle and 2-inch corporation stop or 2-inch gate valve w�h an appropriate fire hydrant adapter fitting shall be required at ttie temporary �service point of connection to the City water supply. The 2=inch temporary ,serVice main and 3/4-inch oai��s SC-51 C' PART D - SP,ECIAL ��DITI�NS service lines shall be installed in accordance to the attached figures 1, 2 and 3. 2" temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated lime (f�TH) prior to installation. A two-inch meter will be fumished by the Water Department Meter Shop and installed by the Contractor at its point of connection io the City water supply for record keeping purposes only. The out-of-service meiers shall be removed, tagged and collected by the Coniractor for delivery to the Water Department Meter Shop for reconditioning or replacement. Upon restoring permanent service, the Contractor shall re-install the meters at the correct location. The meter box shall be reset as necessary to be flush witfi 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 service 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. When the temporary service is required for more than one location the 2-inch temporary service pipes, 3/4-inch service lines and the 2-inch meter shall be moved to the next successive project location. Payment for work such as fittings, 3/4inch senrice lines, asphalt, barricades, all service connections, removal of temporary services and all other associated appurtenants required, shall be included in the appropriate bid item. t 80.9 Adjust Manholes, and Vaults (Utility Cut): Contractor will be responsible for adjusting water valve boxes, manholes and vaults to match new pavemeni grade. The unit price bid �will be full payment for materials inclt�ding all labor, equipment, tools and incidentals necessary to complete the work. 80.10 Adjust Water Valve Boxes: Contractor wilf be responsible valve boxes to match new pavement grade. The water valves adjusted, if necessary, by Qity of fort Worth Water Department forces. � � � � C L�J � � LJ u 0 for adjusting- water themselves will be � Prior to the beginning of worfc, the Contractor shall make an inventory of the condition of existing water valve boxes. The Construction Engineer will field verify this inventory and provide the Contractor replacements for broken valve boxes. The contractor shall replace the valve boxes which are damaged during constru�tion at no cost to the City. The unit price bid per each will be full compensation for a11 labor, materials, equipment, tools, and incidentals necessary to complete the w�rk. 80.11 Purging and Sterilization of Water Line�s: Before being placed into service all newly constructed v�afer lines shall be purged and sterilized in accordance with EZ-24 of the General Contract Documents and Specifications except as modified herein. The Contractor will fumish all water for INITIAL cleaning and sterilization of water lines. All materials for construction of the project, including appropriately sized "pipe cleaning pigs". chlorine gas or chlorinated lime (HTH) shall be fumished by the Contractor. Chlorinated lime (HTH) shall be used in su�cient quantities to provide a chlorine residual of fifty (50) PPM. The residual of free chlorine shall be measured after 24 hours and shall not be less 0�,�9 sc-sz � � I�l u ��J � �J C 0 �� L�J l�' I� PART D - SPEC{AL CO(�D11'l0(�1S 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 �ot be placed in service until two _ successi�e sets of samples, taken 24 hou�s apart; have met the established standards of PuntY• ' Purging and sterilization of the �vater lines shall be� considered as incidental to the project and all costs incurred will be considered to be included in the linear foot bid price of the pipe. � 80.12 Work Near Pressure Plane Boundaries: Contractor shall take note that the water line to be replaced under this contract may cross or may be in close proximity to an existing pressu�e plane boundary. Care shall be taken to ensure all "p�essure plane" a valves installed are installed closed ac�d no cross connections are made befinreen . pressure planes � 80.13 Water Sample Station: GENERAL: � All water sampling station instalfations will be per attached Figure 34 oc as required in large water meter vaults as per Figure 33 unless othennrise directed by the Engineer. � � � L�■J ��J � � � u � os��vss The appropriate water sampling �station wiil be fumished to the Contractor free of charge; however, the Contractor will be required to pick up this item at the Field� Operations Warehouse. • PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and materials necessary for �he installation of the 3/4inch type K copper service line will be shall bes included in the price bid for copper Service Line from Main to Meter. ,Payment for a(I work and materials necessary for the installatidn tap saddle (if required), corporation stops, and fittings shall be incfuded in the price bid for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, concrete support block, curb stop, fittings, and an incidental 5-feet of type K,copper service line which are required to provide a complete and functional water sampling station shall be included in the price bid fior Water Sample Stations. PAYMENT FOR FIGURE 33 INST�4LLATIONS: Payment for all work and materials necessary for the installation tap saddle, gate valve, and fittings shall be included in the price bid for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, modification to the vault, fittings, and all type K copper service line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. � SC-53 I�'�� PART D - SPEGIAL CONDlT10NS Reference �Part E2 Construction Specifications, Section E2-7 Installing Cast Iron Pipe, fittings, and Specials, Sub section E2-7.11 Cast Iron Fittings: the first Paragraph shail be revised to read as follows: 80.14 Ductile iron and Gray lron Fitiings: E2-7.11 DUCTILE-IRON AND GRAY-IRON FITTfNGS: All ductile-iron and gray-iron fittings shall be furnished with cement mo�tar lining as stated in Section E1-7. The price - bid per ton of fittings shall be payment in full for all fittings, joint accessories, polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle necessary for,construction as designed. Afl ductile-iron and gray-iron fittings, valves and specials shall be wrapped with polyethyiene wrapping conforming to Material Specification E1-13 and' Construction Specification E2-13. Wrapping shall precede horizontal concr.ete blocking, vertical tie- down concrete blocking, and concrete cradle. Payment for the polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle'shall be included in bid items for vales and fittings and no other payments will be allowed. D-81 SPRINKLING FOR DUST CONTR�L: All applicable provisions of Standard Specifications ltem 200, "Sprinkling for Dust� Control" shall apply.� However, no direct paymeni �nrifl be made for this item and it shall be considered to this contract. . D-82 DEWATERING: The Contractor shall be responsible for determining the method df dewatering operation for the water or sewage flows from the existing mains and ground water. The Contractor sha11 be responsible for damage of any nature resulting from the dewatering operations. The DISCHARGE from any d�watering operation shall be conducted as approved by the Engineer. Ground water shall not be discharged into sanitary sewers. Dewatering shall be considered as incidental to a construction and' all costs incurred will be considered to be included� in the project price. `' D-83 TRENCH EXCAVATION ON DEEP TRENCHES: Contractor to prevent any water flowing into open trench during construction. leave excavated trench open ovemight. Contra�tor shall fill any trench excavation. No extra payment shall be allowed for this special condition. D-84 TREE PRUNING: � B os✓��rss Contractor shall not the same day of REFERENCES: National Arborist Association's "Pruning Standards for Shade Trees°. ROOT PRUNING EQUIPMENT SC-54 0 CJ L# J � l�J �I I�� '�� LiJ LrJ l�l � � � � � � � Lj � C. � D � � D. D 0 _. . , �. . " _ if . r_ � . PART D - SPECIAL GONf�ITIONS 1. Vibratory Knife 2. Vermeer V-1550RC Root Pruner �(ATURAL RESOURCES PROTECTION FENCE 1. Steel "T' _�ar stakes, 6 feet long. a � 2. Smooth Horse-Wire: 14-1/2 gauge (medium gauge) or 12 ga�ge (heavy gauge). 3. Surveyor's Plastic Fiagging: "Tundra" weight, International fluorescent orange or red color. 4. �ombination Fence: Commerciaily manufactured combination soil separator fabric on wir� mesh backing as shown on the D�awings. ROOT PRUNING , - 1. Survey and stake location of root pruning trenches as shown, on drawings. 2. Using the approved specified equipment, make a cut a minimum of 36 inches deep in order to minimize damage to the undistur6ed root zone. 3. Backfill and compact the trench immediately after frenching. ' 4. Place a 3-foot wide by 4-inch deep cover of mulch over the trench as required by the Engineer. � � 5. Within 24 hours, prune flush with ground and backfill any exposed roots due to construction activity. Cover with wood chips of mulch in order to equalize soil temperature and minimize wate� loss due to evaporation. - � U E. Q F. � � l�J lal 6. Limit any grading work within conservation areas to 3-inch maximum cut or fill, with no roots over 1-inch diameter being cut unless cut by hand or cut by specified methods, equipment and protection. MULCHING: Apply 2-inches to 4-inches of wood chips from trimming or clearing operation on areas designated by the Engineer. Tree Pruning shall be considered subsidiary to the project contract price. D-85 TREE REMOVAL: Trees to be removed shall be removed using applicable methods, including stump and root ball removal, loading� hauling and dumping. Extra caution shall be taken to not disrupt existing utilities both overhead and buried. The Contractor shall immediately repair or replace any damage to utilities and private property including, but not limited to, water and sewer services, pavement, fences, walls, sprinkler system piping, etc., at no cost to the Owner. All costs for tree removal, including temporary service costs, shall be considered subsidiary to the project contract price and no-additional payment will be�allowed. w os��3iss SC-55 l�l PART D - SPECIAL CONDITI4NS D-86 TEST HOLES: � I� The matter of subsurFace exploration to ascertain the nai�lre of the soils, in�luding the amount of rock, if any, through which this pipe(ine installation is to be made is the responsibiliiy of any and . a all prospective bidders, and any bidder on this project shall submit his bid under this condition. Whether prospective bidders perform this subsurFace exploration jointly or. independently, and whether they make such determination by the use of test holes or other means, shall be left to � the discretion of such prospective bidders. ` -- If test borings have been made and are provi�ied for bidder's information, at the locations shown Q on the logs of boririgs in the appendix of this specifcation, it is expressly declared that neither the City nor the Engineer guarantees the accuracy for the information or that the material encountered in excavations is the. same, either in character, location, or elevation, as, shown on O the�boring logs. It shall be the responsibility of the bidder to make such subsurface investigations as he deems necessary to determine the nature of the material to be excavated. The Contractor assumes all responsibility for interpretation of these records and for making and maintaining the required excavation and of doing other wo�lc affected by the geology of the site. a The cost of all rock removal and other associated appurtenances, if required, shall be included in the linear foot bid price of the pipe. � � � L�J � �l � � C' � �� osi��ss SC-56 a � � -- — _. PART DA - ADDITION IAL � DA-1 PIPELINE REHABILITATiON CURED-IN-PLACE PIPE ........................................... (OMITTED) � � r� � DA-2 PIPELINE REHABILITATION PIPE ENLARGEMENT SYSTEM ......................................ASC-3 DA-3 PIPELINE REHABILITATION FOLD AND FORM PIPE .......................................... (OMITTED) DA-4 SLIPLINING ............................................................................................................. (OMITTED) DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT ......................................................... ASC-11 DA-6 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR .......................................... (OMITTED) DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION ..................... ASC-14 DA-8 MANHOLE REHABILITATION ITEMS .....................................................................(OMITTED) DA-9 SURFACE PREPARATION FOR MANHOLE REHABILITATION ............................. (OMITTED) DA-10 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM .............. (OMITT'ED) � DA-11 INTERIOR MANHOLE COATING - QUADEX SYSTEM ........................................... (OMITTED) � ---- - DA-1� tNTERIOR-MANHOL-EEOATtNG = SPRAYV1fALL SYSTEM .......- ::::::....:...:..:.......:...:::.. ASC-17— — DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM ..................................... ASC-19 � � � � �. � DA-14 INTERIOR MANHOLE COATING - PERMACAST SYSTEM WITH EPDXY LINER...(OMITTED) DA-15 INTERIOR MANHOLE COATING-STRONG-SEAL SYSTEM ................................... (OMITTED) DA-16 RIGID FIBERGLASS MANHOLE LINERS ............................................................... (OMITTED) DA-17 PVC LINED CONCRETE WALL RECONSTRUCTION ............................................. (OMITI"ED) DA-18 PRESSURE GROUTING .......................................................................................... (OMITT'ED) DA-19 VACUUM TESTING OF REHABILITATED MANHOLES .......................................... (OMITTED) DA-20 FIBERGLASS MANHOLES ......................................................................................(OMITTED) DA-21 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES ........................ ASC-22 DA-22 REPLACEMENT OF CONCRETE CURB AND GUTTER .............................................. ASC-23 DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS ....................................................... ASC-23 DA-24 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE .......................................... (OMITTED) oai�s�ss ASC-1 a � D 0 a � D D � U�- D D D � � � � J- � PART DA - ADDITiONAL SPECIAL CONDITIONS DA-25 GRADED CRUSHED STONES ................................................................................ (OMITTED) DA-26 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE ........................................................ (OMITTED) DA-27 ,BUTT JOINTS - MILLED .......................................................................................... (OMITTED) DA-28 2"�H.M.A.C. SURFACE COURSE (TYPE "D° MIX) ................................................. (OMITTED) DA-29 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER ............................................... ASC-24 DA-30 NEW 7" CONCRETE VALLEY GUTTER .................................................................. (OMITTED) DA-31 NEW 4" STANDARD WHEELCHAIR RAMP ............................................................. (OMITTED) DA-32 8" PAVEMENT PULVERIZATION .............................................................................(OMITTED) DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) ............................ ASC-24 DA-34 RAISED PAVEMENT MARKERS .............................................................................. (OMITTED) DA-35 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING ............... (OMITTED) D1�38-tO�Bt1d��RAf<tSP6R-T-��FtORt; AN�QtS�6S�6F-EORt-�AibFNd��Ef}-SOfL .:... -(Oltift�G) DA-37 ROCK RIPRAP - GROUT - FILTER FABRIC ............................................................ (OMITTED) DA-38 CONCRETE PIPE F1TfNGS AND SPECIALS .......................................................... (OMITI"ED) 04/1 fi/99 ASC-2 u PART DA - ADDITIONAL SPECtAL CONDITIONS � � � � � l�i � L�►J 0 0 � � � � a � 1. Description: This specification includes requirements� to rehabilitate existing sanitary sewers by the pipe enlargement system, herein called Pipe Bursting or Pipe Crushing (Pipe Bursting/Crushing). This system includes splitting or bursting the existing pipe to install a new polyethylene pipe and reconnect existing sewer• service connections. 2. Methods: This section specifies the approved system method or process to include all labor,_ materials, tools, equipment and �incidentals necessary to provide_ for the complete rehabilitation of deteriorated gravity sewer lines by the Pipe Bursting/Crushing systems: Approved��methods include: th�Fll1�'IJCorporation (PIM System), Piscata Way, New Jersey; McLat Construction (McConnell System - --�fo�Pipe CrcashingJ;-Honsforr; Texas,�andfirenchless-ReplacerimentSystems; �(TRS System), Calgary, Canada. Refer to Part D- SPECIAL CONDITIONS D-61� SIBSTITUTIONS for information regarding pre-approval procedures for alternative pro.cesses. _ _ __ _ __ __ ___ __ _ 3. Definition: The Pipe Bursting/Crushing system is defined as the reconstruction of gravity sewer pipe by installing an approved pipe material, by means of one bf the pre-approvea metnoas set �brtn in 5ection_H.� oi inis speciTicaiion. i ne process involves the use of a static, hydraulic or pneumatic hammer "moling" device, _ suitably sized to break. out the old pipe or using. modified boring "knife" with a flared plug that implodes and crushes the existing sewer pipe-: Forward- progress- of the "mole" or the, "knife" may be aided by the use of hydraulic equipment or other apparatus, as specified in the approved methods. The replacement pipe is either pulled or pushed into the bore. The method allows for replacement of pipe sizes from 8" through 21" and/or upsizing in var�ip�increments up to 21". This specification is based on the precedent that the Pipe BurstingJCrushing system � used has been pre-approved by the City of Fort Worth Department of Engineering, and Fort Worth Water Department. 4. Quality Assurance: •The Contractor shall be certified by the particular Pipe Bursting/Crushing system manufacturer that such firm is a licensed installer of their system. No other Pipe Bursting/Crushing system other than those listed �n Section A.2. of these specifications is acceptable. __ _ �. P'ersonnel- di�ectly involved with installing the new pipe shall receive training in the proper methods for joint fusing, handling, and installing the polyethylene pipe. Training shall be performed by a qualified representative as determined by the pipe manufacturer. b. Personnel directly involved with installing the new pipe shall receive training in the- proper methods for joint fusing, handling, and installing the 04/16/99 DA-2� PiPE� ENLARGEMEPtT SYSTEM: A. GENERAL: ASC-3 m L�J PART DA - ADDITIONAL SPECIAL CONDITi�ONS 5 �� ol eth tene i e. Trainin shaU tre= erformed�b �a ualified�re reseFltative � p Y Y PP 9 p Y q P as-determined-by-the-pipe-ma�ufact�reF -- -- - - - - - - -- -- -- - - -- Submittals: Submit for review and +acce tance, the foilowing Contractor's Work � p Plan and Drawings to the Department of Engineering (DOE): a. Shop drawings, catalog data, and manufacturer's technical data showing complete information on material composition, physical proper�ies, and dimensions of new pipe and fittings. Include manufacturer's recommendation for handling, storage, and repair of pipe and fittings if damaged. b. Location and num6er of insertion or access pits shall be planned b�r Contractor and submitted -in- writing prior to excavation for- approval 6y _ ` � DOE. _ -- _ ----= - ---- — -- - ---_ --- — - - - - - c. Method of construction and restoration of existing s�wer service . connections. This shall include: . 1) Detail drawings andT.written description. of the entire construction p�ocedure to install pipe, bypass sewage flow and reconnection of sewer�service ,connectiohs. 2) Working drawings for information only showing sewage flow `_ � _� bypass, and maintenance of traffic. Contractor shall provide for '-�� continuous- sewerage flow. Dewatering shall be the Contractor's responsibility. 3) Certification of workmen training for installing pipe. �� J � � � ,O � 4) Television inspection reports and video tapes made after new pipe � installation. 6. Delivery, Storage, and Handling: I I� a. Transport, handle, and store pipe and fittings as recommended by a manufacturer. b. If new pipe and fittings become damaged before or during installation, it shall be repaired as recommended by the manufacturer or replaced as --� -� required- by -tF�e �Pro�ecf-lVfanage� at -f�C-ontractor's expense; bef �e " proceeding further. c. Deliver, store and handle other materials as required to prevent�dar�-�age. � � � oai�s�ss � ASC-4 L'�l 'L�l � PART DA - ADDITIONAL SPECIAL CONDITIONS � B � l�' t■ [ �J � n l�J � � l�l � � L�J �� C MATERIALS: 1. Polyethylene Piping Materiai: The pipe and fitting material shail be high density, extra molecular weight (EHMW) polyethylene 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 D3350. The molecular weight category shall be extra high (250,000- to 1,500,000) as per the Gel Permeation Chromatography determination procedure with a typical value of 330,000. O04/16/99 2 a. The interior of the pipe shala 'be a light reflective color to facilitate closed circuit television inspec#ion. � _ _ b. The pipe material shall be listed by the Plastic Pipe Institute (PPI) in PPI - TR-4. The pipe material shall have as hydrostatic design basis of 1600 psi - _ ar73=F�and-80Q;psFa�4�o-F:-- _--==-------- - ----- -- -- - --- -. �. Y - — c, The manufacturer's certification 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 material. No rework, except that obtained from;.�y�,:� the manufacturer's own production of the same formulation,� shall be used. ;�;� d. Nipe suppll�d�d�tt�ls speclficatlon st�all have a nomlrfaf-1PS�tr�n—Plpe �` Size) outside diameter. The Standard Dimension Ratio (SDRI and minimum pressure ratinq of the pipe shall be SDR 17 - 100 psi. Pipe with a- •-lower- SDRF. ratio-:and higher- pressure rating may be used in. lieu of the �� minimum specified. Tests: The Contractor shall be required to send submittals to the City of Fort Worth h on the production material. a. The pipe manufacturer shall provide certification that samples of the produetion product meets these specifications. The certification will�,state that production product has been tested in accordance with ASTM D2837, and validated in accordance with the latest revision of PPI TR-3. b. The pipe manufacturer shall provide certification that stress regression testing has been performed on the specific product. Ce�tification shall � include a stress life curve per ASTM D2837 and testing shall have been _ _ _performed in accordance with ASTM- D2837. _ _ _ _ c. Rejection: Polyethylene plastic pipe and-fittings may be rejected for failure �� — to meet any of the requirements of this specification. ASC-5 a ti PART DA - ADDITIONALrSPECIAL CONDITlONS' ---- - G. -= SE-VIfER SER�fiGE CONFVECTIONS:---=-�- _ - : _--- —`_ _ _ _. � _ 1. Sewer Service Connections: ,Sewer service connections shall be connected to the new pipe by mechanical or fusiom methods. Once the saddle is= secured, a hole shall be drilled in the pipe the full inside diameter of saddle outlet: .2. Pipe Saddles: Mect�anical saddles�shall be made of polyethylene �pipe compound tha� meets the requirements of ASTM D1248, Class C, have stainless steel straps and fasteners, neoprene gasket and backup plate. Mechanical saddles shall be Strap-on-Saddle Type as manufactured by Driscopipe or Tapping Saddle manufact�red by DuPont, or approved equal. Fusion saddles shall 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�pi{�`shalf� b� made--rasirr�flezible coaplings: Alrftexi6le�ouplings shall conform to ASTM C425 and shall be as manufactured by Femco Joint Sealer Co., DFW Plastics, Inc. or approved equal. Backfill at service connections shall be , cement stabilized__sand (2 sacks per cubicyy_ard)_to .a point =12 inches above the service lateral to trench intersection and sball be in accordance- with these specifications. � � ne contractor sna�i, upon request, permit the tngineer to taKe elevations on both the existing and new portions of the service conn�ction pole to determine final �n grade and invert elevations. Elevation changes greater,than 0.10 feet from t�he house lateral piping and shall be reconnected as directed-by-the Engineer. 4. Service Interruptions: Service interruptions to homes shall not exceed 18 hours PREPARATION: 1. Bypassing Sewage: a The Contractor shall bypass the sewage around the sectiora 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 method as may be approved by the Engineer. The pump and bypass lines shall be of adequate capacity and size to handle the flow without sewage backup occurring to faciiities connected to the sewer. _ ��_ b. - The Contractor shall be responsible for continuity of sanitary sewer service to each facility connected to the section of sewer during the execution of _ the work. Ifi sewage backup occurs and enters buildings, the Contractor shall be responsible for clean-up, repair, property damage costs and claims. oa✓�siss ASC-6 � � � � � � � � � � ,� � ,� � � � � 2: D � 3. a � �- - -- � � � l�l � � a � l�l PART" DA - ADDITI�N�it��PECiAL CONDITIONS Line Obstructions: If pre-installatiorr (N) inspection reveals an• obstruction in the existing-sewe� (heavy- solids; droppe�-jei�ts; ,protruding-setNice-taps or collapsed=- pipe) which will prevent completion of the pipe bursting/crushing process, and cannot be removed by conventional sewer. cleaning equipment, then an obstruction rem�val shall be made by the Contractor; with the approval of the Engineer. Sags in Sewer Line:.ALL SAGS AND GRADE PROBLEMS IN EXISTING SEWER LINES SHALL BE'CL�RRECTED AS PART OF THIS CONTRACT. If the pre-_. construction television inspection reveals a sag in the sewer line, the Contractor shall .be responsible for bringing the proposed sewer pipe to an acceptable grade without a sag. A sag is defined as any sewer line_ segment more than 3 feet in length which ponds water in the absence of sewage flow. The contractor shall take the necessary measures to eliminate the sag by �the method�-of: pipe replacement, digging a sag elimination pit and bringing the bottom of the� pipe --trench�to a uniform grade in line with�the�existing pipe inv�c�r-tsq-other-tnea�sures that shall be acceptable to the Engineer and the City. -- —�� a. Identification ofi.Sags: Sags shall•be identified by_television_inspection jn_the absence of sewage flow. If avaitable, the Contractor shall be fum�shed-�_ television tapes from the� City identifying the sag location. Flow shall t�e � blocked at an upstream manhole and diverted to another sewer line or downstream mannoie be�ow the segment ot pipe to be inspected.:'-TV,=;::= inspection shall be perfarmed in- accordance with television inspection of sanitary sewer lines. Video tapes_shall be. submitted to the_ Department of Engineering for t-eview: - - --- b. �oRection of Sags: Sags. shall be corrected by open cut and by adding - additional bedding material to .bring the sag back to grade where access is available. For pipe enlargement methods, all sags identified on the pre- constn.iction video tapes shall be corrected prior to commencing with pipe - enlargement. In instances where sags are located sewer line may be relocated using Department of Engineering shall sp and evaluate the constructability, e prior to construction work. under existing structures, the existing open cut or boring methods. The �cifically review potential relocation's conomics and engineering feasibility c. Measurement and Payment: Measurement and payment to correct sags �� shall be per linear foot of pipe construction to correct the sag. For pipe . bursting methods, open-cut or bore construction, the applicable bid prices in the proposal section shall apply. � � 04/16/99 ASC-7 0 -- -- �_ . <; ...,.�:�-��.�-,_..,,��„�.�..d,�.�.�,� _.n .�,:..�-::�:�-. �.��.�.��,`.;�-----��...��:=; � PART DA - ADDITIONAL SPECIAL CONDlTIONS _ 4. Televisiorr inspection: Inspection of the pipelines shaii be performect by- ---- -- experieneed— personne�- trained- ir�- locating- breaks; - obstaeles- anct- service- connections by closed circuit color television. Television inspection shall be in accordance with -the specifications contained herewith for "Pre- and Post- Construction Television Inspection of Sanitary Sewer Lines". E. PIPE ENLARGEMENT SYSTEM AND PIPE INSTALLATION: 1. Site Organization: a: Insertion or access pits shall be located such that their total number'shall be minimized and the length of replacement.pipe installed in a single pull shall be maximized. �. � i� � Existing manholes shall be utilized wherever apractical. Manhole inverts '� and�bottoms�maytre�removed�to�permit-access for'installation�equipment�� - i� c. �Equipment used to perform the work shall be located away from buildings so asr not io create a noise� impact. �Provide _silencers or other devises to reduee�machine noise as needed to meet requirements. 2. Finished Pipe: The installed reptacement pipe shall be c�ntinuous over the entire length ot each pipe segment trom 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, abrasians; or any� such physical damage which may have occurred during storage and/or handling, which are larger/deeper than 10% of the wall thick�ess 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 Engineer. The invert and benches shall be streamliried and improved for smooth flow. The installed pipe shall meet the leakage requirements of the pressure test specified later. 3. Pipe Jointing: a. Sections of polyethylene replacement pipe shall be "assembled and joined on the job site above the ground. Jointing shall be accomplished by the heating and butt-fusion system in strict conformance with the manufacturer's printed instructions. b. �TF�e butt-fusion system for pipe jointing shall be carried out in the feld by operators with prior experience in fusing polyethylene pipe with similar equipment using proper jigs and tools per standard procedures outlined by the pipe manufacturer. These joints shall have a smooth, uniform, double rolled back bead made while applying the proper melt, pressure, and alignment. It shall be the sole responsibility of the Contractor to provide an acceptable butt-fusion joint. All joints shall be made available for inspection by the Engineer before insertion. `The replacement pipe shall be joined on oai�siss ASC-8 0 � 0 � 0 4 a - a- _ __ _ D - a ��_ a � PART DA - ADDITIONAL.SPE�IAL CONDITIONS� c. �. the site irr appropriate working lengths near the insertion pit. The maximum- length- of- eontinuous-replacerYient pipe-which shall-be-assembled-above---- —, ground and pulled on the job site at any_one time shall be 600 linear feet. For situations where the replacement pipe is not pulled all the way �o the manhole or if .it is _impossible, to pull the missle all� the way through, the following shall apply: At the direction of the Engineer, a 12"-18" full circle steel clamp shall be utilized to connect segments of the HDPE pipe. New Pipe Installation: a. ,� Thread winch cable or chain and associated lines through sewer section to �e rehabilitated: Keep lines away from pedestrian and vehicular traffic. � Existing manholes� may be used for launch and° receiving access. Remove � manhole invert and bottom as required. Pull winch chain throiagh' sewer � ---ysection- and-.attacF�to- cutterand-machine� head- -Lower into` IaunchincT:_ `-- manhofe, apply winch tension pulling the cutter and head into the sewer until the rear of the machine is flush with the manhole wall. Attach steel _ _starter pipe and advance assembly_until the rear of the steel starter pipe is - flush with the manhole wa(I. Lower hydraulic jack into the manhole� and -� - align. Insert new pipe by simultaneous operation of the jack and winching � the cutter and head forward. �-�t. �,- �3# _ . 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 manholes. The new pipe shall protrude in �he manholes for enough distance to allow sealing and trimmic�g. 0 b. Sealing the new pipe at manholes shall not begin for a minimum of ten (10) hours after installation. Provide a flexible gasket connector in the manhole wall at the end of the new pipe, centered in ihe existing manhole wall. Q Grout flexible connector in the manhole, filling all voids the full thickness�of the manhole wall. Lf O � � � 04/16/99 � c. Restore manhofe bottom and invert. Field Testing: :��?'w- _ �. a. Low Pressure Air Test of Replacement Pipe: After a manhol�-to-manhole --�- - secfion o�sanifary sewer main has 6een pipe burst/crushed an� prior to � any service lines being connected to the replacement pipe, the pipe shall be plugged at each manhole with pneumatic plugs. The design of the plugs shall be such that th�y will hold against the test pressure without requiring extemaf blocking or bracing. One of the plugs shall have three air hose connections; one for the inflation of the� plug, one for reading the air pressure in the sealed line, and one for introducing air into the sealed line. Low pressure air shall then be introduced into the sealed line until the ASC-9 �I'' � PART DA - ADDITIONAL�SPECIAL CONDITIONS internal ai� pressure� reaches 4.0- psig' greater th�rr the� averag�- back pFess�re-resalting=from-aR� gFou�d-wateF tk�a�-�rna� b�-ove�t#-ie-pipe.-A�-- - ., least two minutes shall elapse to allow the pressure to stabilize. The time required for the intemal pre�sure to decrease from 3.5 to 2.5 psig greafer than th� average back pressure resulting from any ground water that may� a. be over the pipe, shall not be less ihan the time shown for a given pipe diameter in�the following table: Carrier Pipe Diameter (inches) 8 - 10. 12 15 Minimum Elapsed Time (minutes) 4 5. 6 7 ��. � � �� -� "- � -- - "� - - �b: — P-ost=C-onst�uction "Television- tnspection-of-'NeTni�Pipe: �Refe�'�Yo�Special -- - - -� Condition for Post-Construction Television Inspection of Sanitary Sewer. _ F_ fVIEASUFtEMENT AND PAYMENT: 1. Pipe Installation: Pipe installation will be measured for payment by the linear foot of pipe actually installed in the various diameters of sewer� measured along the centerline of the�sewer from centerline to center(ine 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 actually reconnected to the installed pipe. Payment will be � made for the quantities measured at the unit price per each listed. Payment �sha�l include required excavation and backfill, saddles, flexible connections; and all other incidentals necessary to successfully reconnect sewer service lines to the rehabilitated sewer. Payment shall not include pavement replacement, which if required, shall be paid separately. 3. Sewer Cleaning by Bucket Machine: Heavy cleaning requiring more tfian hydraulic jet cleaning shall be performed by bucket machines. The payment for such cleaning shall be included in the bid item for Pre-Construction Television Inspection of Sanitary Sewer Lines. � 4. By-pass Pumping: The Contractor shall provide diversion for the flow of sewage around the 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 be subsidiary to pipe enlargement. � 04/16/99 ASC-10 � � 0 � � PART- D�A - ADDITIONAL SPECIAL CONDITIONS � 5. Subsidiary Work: Any damage-to utilities and property, resulting repairs, temporary . - service- costs, etc: shal� be-bome- bp- Contraetor. Repair and/or replacement= of- — fences, sprinkler system piping and other such restoration work resulting from Contractor activities shall be considered subsidiary to the cost of the projeci and no additional payment will be allowed. 6. Testing: All cost for testing the replacement pipe by a pressure method will be incidental to pipe installation. DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT: � pA. GENERAL: � -- -- � �I 1� _--' A. O � � 1�. Fumish materials and necessary accessories, with strengths, thickness, coatings,, and fittings indicated, specified and/or necessary to complete the work. 2. All excavation sk�all provide an open area conforming to the outside diameter of � the casing and/or carrier conduit. The excavation shall be to an alignment and _ _. grade which will allow the carrier conduit to be installed to proper line and grade as shown on the Plans and as established in the Specifications. 3. Work shall be performed in accordance with the requirements of the City of Fort kx Worth Water Department, the l exas Uepartment ot I ransportation, or rallroad ��_ company, as applicable, MATERIALS:� D a — � � � 04/16/99 a � 1. Casing Pipe: Casing pipe shall be steel conforming to ANSI B36.10 and the following: ; .,; a. Field Strength: 35,000 psi minimum. � b. Wall thickness: 0.312 in. minimum (0.5 for railroad crossings). c. Diameter: As shown on the drawings (minimum size requirements). d. Joints: Continuous circumferential weld in accordance with AWS D1.1. 2. Carrier Pipe in Casing: Carrier pipe shall be as shown on drawings and as specified in the General Contract Documents.__ ___ _ 3. Sewer Pipe without Casing Pipe: Shall be minimum Class �1 duc#ile iron pipe, or as designated on the plans. 4. Grout: Grout shall be Portland Cement grout of min. 2000 psi compressive strength at 28 days. Proportioned not less than 1 cu. ft. of cement to 3 cu. ft. of fine sand with sufficient water added to provide a free flowing thick slurry. ASC-11 0 PART DA - ADDITIONAL SPEClAL CONDITIONS /�: -- EXE£UTION 1. Where sewer pipe is required to be installed under railroad embankments or under highways, streets or other facilities in other-than open- cut, construction shall be performed in such a manner so as to not interfere with the operation of the railroad, street; high�ivay, or other facility, and so as not to weaken or �amage any embankment or structure. During construction operations, barricades and lig�its to safeguard: traffic and pedestrians shall be furnished and maintained, until such time as the backfill has been coriapleted..and then shall be r�emoved from #�►e site. 2. Pits -and Trenches: � � ��`l a. If the grade of,the pipe.at the end is below the�gro�and surfac�; suitable pits �-- or trenches shaA be excavated-�or the purpose� of conducting�the jacking or - -��` --�' � tunneling operation� and�f�or�placing.�end jomfs—oftFre pip��V1/�iereverend ��- � �� trenches are cut in the sides of the embankment or beyond it, such work shal( be sheeted securely and braced� in a manner to prevent earth from .p ., caving_ in: rt- _ � b. The location of.the pi��shall meet the approvat of the �Engineer. ^� � c.,_. Y � ne pits ot trencnes excavated to,tacmtat�_ tnese operat�ons snau pe backfilled immediately after the casing and ;carrier pipe installation has � been Y�ompleted. _ _ � � � 3. Boring and Jackir�g Steel Casing Pipe: Steel casing pipe shall be installed b�r boring hale with the earth auger and simultaneousl�r jacking pipe into place. � a. The boring shall proceed from a pit provided for the boring equipment and workmen. The holes are 'to be bbred mechanically. The boring shall be done using a pilot hole. By this method an approximate 2-inch hole shall be bored°the entire length of the crossing and shall be checked fior line and grade on the opposite end of the bore from the work'pit. This pilot hole shall serve as the centerline of the larger diameter hole to be bored. Other methods 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 requi�ed to lubricate cuttings. Jetting or sluicing will not be permitted. _� � �------- - --- b. 1n unconsolidated soil formations, a gel-forming colloidal drilling fluid � consisting of at least 10 percent of high grade carefully processed -bentonite may be used<to' consolidate cuttings of the bit, seal the walls of the hole, and furnish lubrication for subsequen�,removal of cuttings and instaliation of the pipe immediately thereafter. �� , _- _ � � oai�s�ss ASC-1� � PART D�A - ADDITIONAL SPECIAL CONDITIONS � � LI lJ � � l�J � I� � ��J � f�l c. Allowable variation from the line� and �rade shall be as specifed under • . paragraph-P�2: AIF voids between-bore--and �ou�side- of- casing shall- be- ---- pressure grouted. Installation of Carrier Pipe in Casing: � a. Sanitary sewer,pipe located within the encasement pipe-shall be supported .. by "skids" or "bands" to prevent the pipe and betls from snagging on the �. inside of the casing, and to keep the installed line from resting on the bells. { b. All skids shall be treated with a wood 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 method-ofrestricting the-movementbefinreen thE�assembled� � Y c'~—�^_ bell and spigot where applicable shall be prov�ded. '.' � r. ~Y . _ d. At all abo�red, jacked, or•tunneled installations,_the annular space between the carrier pipe and casing shall be filled with grout. Care must be taken� that not too much water is forced into the casing so as not to float the pipe: :� ;: The backfill material will not be required unless specified on the plans arid specitied by the Engineer. ��.; e. Closure of the casing after the pipe has been installed shall be plugged 'at. the--ends- of the casing as shown on the drawings or- as required by the Engineer. 5. Boring and Jacking Ductile lron Pipe without Casing Pipe: a. As indicated on drawings and as required and directed by the Engineer�= sewer shall be constructed of bore and jacked ductile iron pipe. b. When a casing pipe is not designated on the drawings, the contractor shall provide a casing pipe if necessary to achieve line and grade. Casing pipe shall be provided at no additional cost and shall be subsidiary to the cost bid for installation By Other than Open Cut. � _D_ __ __ _ � 0 0�,�99 c. Bore and jack in accordance with paragraph C.3. above. d. Short�lengt�o�we� consisting of a sing�e pipe section may be installed by jacking without a bore hole if permitted by the Engineer and in soft soil layer: All voids outside of installed pipe shall be pressure grouted. 6. Tunneling: Where'the characteristics of the soil, #he size�of the proposed pipe, or the use of monolithic sewer would make the use of tunneling more satisfactory than jacking or boring, or when shown on the plans, a tunneling method may be used, with the approval of the Engineer or raiiroad/highway officiafs. ASC-13 L�J PART D�A - A�DDITIONAL SPECIaL CONDITIONS- a. When tunnelirrg_ is permitted; th� lining� of the tunnel= shall be- ofi sufficient strengtFro� sdpport- �he- overbarden--The-Eontraetor- shal�-sabr-�it -the- - - proposed liner method to the Engineer for approval. The tunnel liner design shall bear the seal of a licensed professional engineer �n the State of Texas. Approval by the Engineer shall not relieve the Contractor of the responsibility for the adequacy of the liner method. Q c. The space between the tunnel liner and the limits of exc�vation 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 pipe, complete in place. Such measurement will be made - �� ---�----� betweeRthe-ends-ofithe pipe alongthe�central�axis�as installed. -The�nrorkperformed-and^ materials furnished as prescribed by this item will be paid for at�the Contract Unit Price bid per linear foot for Pipe Installed by Other Than Open Cut of the type, size, and class of _ pipe speci_fied as shown on plans, The _furnishing of all materials, pipe, liner materials required for installation, for all preparation, tiauling and installing of same, and for all labor, tools, equipment and incidentals necessary to complete the work, including excavation, backfilling and disposal of surplus material shall be included in the Contract Unit Price as shown in_tne t3ia Nroposai. ' DA-7 :� PROTECTIVE MANH4LE COATING FOR CORROSlON PROTECTION: A.= GENERAL: 1. Y Scope: This section governs all work, materials and testing required for the application of interior protective coating. Structures designated to received interior coating are listed on the construction drawings. The structures are to be cbated, including interior wall, top and bench surfaces. Protective coating for corrosion protection shall meet the requirements of this 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, equipment, and testing required for the completion of protective coating of structures in accordance with manufacturer's � � � .� �� _�� - recommendations. -� 3. `Manufacturer's Recommencfations: Mate�ials. and procedures utilized fo� the lining process shall be in strict accordance with manufacturer's recommendations. 4. Corrosion Protection: Corrosion proiection may be� required on aN structures where- high turbulence or high H2S content is expected. �� 04/16/99 ASC-14 � � � I� � � _^_� � � �� L�J � PART aA - ADDITIONAL S�'ECtAL CONDITIONS � B. MaTERIALS: .. 1. Scope: This section govems the materials required for completion of protective coating of designated structures. a 2. Protective Coating: The protective coating shall be a proprietary two component, 100 percent solids, rigid polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc. or a finro-part epoxy resin system using 100% solids Q based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 405. � n � 3. Specialty Cement (If required, for 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 Standard Cement Materials. -�---� �4- -- Mate�ial- Identification: -The protective coating matenal-sp�ayed-onto� the surtace ofT the� structure shall be a urethane or epoxy resin system formulated for the application to a sanitary sewer environment. The spray system shall exhibit the minimum phy_sical properties_as follows: __ _ ^ P�roperty Standard Tensile Strength ASTM D-638 Flexural Stress ASTM D-790 Flexural Modulus ASTM D-790 Long Term Value 5,000 psi 10,000 -psi 550,000 psi ,�a;. �+i�'t; z ' F � . R'g, y !1� -- 0 � 0 Q C. Q ---- - O � � 0 5. Mixing and Handling: Mixing and Handling of specialty cement material and protective coating material, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to # provide appropriate protective measures to ensure that materials afe under control � at all times and are not available to unauthorized personnel or animals. All - equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling of the coating material shall perform the spray coating operations and coating installations. EXECUTION: 1 2: General: Protective coating shall not be installed until the structure is complete and in.place. ------------- - —•- - -- - Preliminary Repairs: a. All foreign materials shall be removed from the interior of the structure using high pressure water spray (3500 p�i to 4000 psi at spray tip). b. All unsealed lifting holes, unsealed step holes, and voids larger than approximately one-half (1/2) inch in thickness shall be filled with patching compound as recommended by the material supplier fo� this application. oai�siss � ASC-15 � a a _�._ . . , _ _ _ v _ _ _.`....-e-n - -:�.._wi .-r.nSu�W+-Ys =snN�u'+.w.'N' � ra.c.: hr.tit_�:_ � .�r.=x,s^as,sa�w.f-e:•a,:.ssck�r��rz�s,r..�*exF-..:a.w=�.�.svwEw�csrae�s.�:•z•w,..z..-ee.r .�aaa..kt.ss�xa��-� ,�.z�a�.r,—�,�_.�,...��.�-.. .�...�,..:...._• ___r�' ' _ PART DA - ADDITIONAL SPECIAL CONDITIONS c: Afteraii repairshave been completed, remove all loose material. 3. Protective Coating: .. a. The protective coating shall be appiied to the structure from the bottom of the frame to the bench, down to the top of the trough. The top of the structure- shall� also be coated. � �,I� � � b. The protective coating shall be installed in accordance with the � manufacturer's recommendations and the following procedure. 1) The su►#ace shall be thoroughly_ cleaned of all foreign materials and _� matter. � 2) Place covers over the invert to prevent extraneous material from '- � `-' '- � entering the'sewers: � --'- � � - - � � � - -� T 3) If required for filling or leveling, apply specialty cement product to _ p�-ovide a smooth_sutface for the coasting materiaL _ --1` - - _ , �, n � 4) 5) Spray the urethane or epoxy onto the structure wall and bench/trough to a minimum uniform thickness of 125 mils (0.125 inches). I h�cKness to be vent�able through the use ot methods acceptable to the Engineer. After the walls are coated, the wooden bench covers shall be removed. The final application shall have a. minimum of three (3) hours cure time or be set �hard to the touch, before being subjected to active° flow. � � � r� 6) No applications shall be made to frozen surFaces or if freezing is expected to occur inside the structure within .24 hours after applica�ion. Testing of Rehabititated Manholes: Testing of rehabilitated manholes for watertightness shall be performed by the ContractoF after operations are complete in accordance with the Section D-63 - VACUUM TESTING OF SANITARY SEWER MANHOLES. D. MEASUREMENT AND PAYMENT: Payment shall be based on the Contract Unit Price Bid - ------- - - --- -- peF-ue�tica�foot,�measured-fro�--the-botto�-o� the-frarxi� tath�top-o�the-be�cf�:- -The---- Contract Unit Price-shall be payment in full for performing the work and-for-fumishing all labor, supervision, materials, equipment and material testing required to complete the work. Pressure grouting, if necessary to stop active infiftration prior to application of the protective coating, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular structure, if required by the Engineer, shall be paid for separately, as specified in Section DA-8, MANHOLE REHABILITATION. 04/16/99 ASC-16 ,� .� � .� �� ,� ,� 4 _�_ __-�_,;�_�. , ,.�-- 1.� - - a � PART DA - ADDITIONAL SPECIAL CONDITIONS � DA-12 INTERIOR MANHOLE COATING--SPFiAY WALL SYSTEM: -- - A. GENERAL- - - - - - — ---- — -- --- - - - - - � � . . 1. Scope a. This section govems all woFk, materials and testing required for the application of . interior manhole coating. Manholes designated for interior coating are listed on the (� Manhole Rehabilitation Schedufe. Interior manhole coating shall meet the 1•1 requirements of this Section or of Section DA-10, DA-11, DA-13, or DA-14. p2. Description __ The Contractor shall be responsible for the furnishing of all labor, supervision, , -- 0� materials, equipment, and testing required for the co�npletion_of interior coating of =�_ manholes imaccordance with the Contracf Documents.=- — 0 3. _ Manufacturer's Recommendations � � y Materials, mixture ratios, and procedures utilized for the coating process shall, be in •-� o accordance with manufacturer's recommendations. -L, -.. �M. �. Ivldr�l��les �. . . ;<-�_. �� Manholes to be coated are of brick, block, or concrete construction. All manholes � �. _.._ �-� shall have a minimum of one-half (1/2} inch-specialty cement-based coa�ing material .-�- � Q (Quadex QM-1 s or Reliner MSP) sprayed or trowelled on coating over the original - • interior surFace. � B. -MATERIALS . . � .r � 1. Scope - , � aThis section govem's the materials required for completion of interior coating of y. � manholes. 0 2. Interior Coating " The interior coating shall be a proprietary two component, 100 percent solids, rigid Q __ _, _ polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc. 3: Specialty Cement -- 0 � The specialty cement-based coating material shall �be either Quadex .QM-1s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard DCement Materials. �_ . . . . . �_ � -- �- - - - o4i�siss ASC-17 � - - -- ----- ------ - -- -- - - PART DA - ADDITION-AL SPECI�4L CONDITIONS .4. Material •Identification � � • . The interior manhole coating material sprayed onto the surface of the manhole shall be a urethane resin system formulated for the appiication to a sanitary sewer environment. The spray system shall exhibit the physical properties as follows: Propertv Standard Tensile Strength ASTM D-638 Flexural Stress ASTM D-790 Flexural Modulus ASTM D-790 5. Mixing and.Handling Lona Term Value 5,000 psi 10,000 psi 550,000 psi a O � - - ---a_ � � Mixing and handling of specialty cemen# material and interior coating material, which _ may be toxic under certain conditions shall be in accordance with the __� - - �- � — - �- - —recommendations'of the�manufactvrer and-in such-a manner �a�-to' minimizefiazard�- �- to personnel. lt is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are 0 _ not available to unauthorized personne! or animals. All equipment shall be subject to ___ the approval-of the Engineer. Only personnel thoroughly familiar with the handling of the coating material shall perform the spray coating operations and coating installations. C. EXECUTION 1. General - Manhole coating shall not be installed until sealing of manhole frame and g�ade adjustments, or partial manhole replacement when required for the manhole per the Manhole Rehabilitation Schedule, is complete. 2. Temperature Normal interior coating operation shall� be perFormed at temperatures of 40°F or greater. No application shall be made when freezing is expected within 24 hours. 3. lnterior Manhole Coating a � The interior coating shall be applied to the manhole from the bottom of the frame to the bench, down to the top of the trough. ^The interior coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. 1) The surface shall be thoroughly cleaned of all foreign materials and matte""r`: Cleaning shall be accomplished by using high pressure water spray (minimum 3500 psi at spray tip), cleaning with muriatic acid, 04/16/99 ASC-18 � . D O _ __ � D � 0 a- ____ 0 a 1!'. Q � � � � � � PART DA - ADDITIONA� SPECIAL CONDITIONS a. Testing of rehabi(itated manholes for watertightness shall be performed by .�, � the �Contractor after operations are compiete in accordance with Section �{ DA-18. 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 bench. The Contract Unit Price shall be payment in futl for performing the work and fior fumishing all labor, supervision, materials, equipment and material testing required to complete the work. Grouting, if necessary, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower ' portion of a' particular manhole, if required by Manhole Rehabilitation Work Schedule or required to be done by the Engineer, shall be paid for separately at the Contract Ui�it Price. DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM: A. GENERAL degreaser, or other solvents as needed in order to remove any_ film or residue-on t#��sdrfaee:- - - - - 2) Place covers over the inver�• to prevent extraneous materiai from enterir��the sewers. 3) Apply a minimum of one-half (1/2) inch specialty cement product (Quadex QM-1 s or Reliner MSP) smooth surface for the urethane coating material. 4) Spray the urethane onto the manhole wall and bench/trough with a minimum thickness of 125 mils (0.125 inches). Thickness to be verifiable through the use of inethods acceptable to the Engineer. 5) Coat trough area with specialty cement product (Quadex QM-1 s or _ � _ -- - ---= =--�Reline�MSP): - _ =---------- ---_ ------_- - 1. Testing of Rehabilitated Manholes 1. Scope � This section govems all wor{c, materials and testing required for the application of -�-� --`— intenor ma�ole coating. I�lfanholes-d-esignated-for-intenor coatmg are lis�ed of tfie T-� Manhole Rehabilitation Schedule, listed in Section I. Interior manhole coating shall meet the requirements of this Section; or of Section DA-10, DA-11, DA-12, or DA-14. � 04/16/99 r�l � 9 AS�-19 PART DA - ADDITIONAL SPECIAL CONDITIONS 2. Description The Contractor shali be responsible for the fumishing of all labor, supervision, materials, equipment, and testing required for the completion of interior coating of � manholes in accordance with the Contract Documents. 3. 4. Manufacturer's Recommendations Materials, mixture ratios, and procedures utilized for the coating process shall be in "accordance with manufacturer's recommendations. Manholes a � _� D � a Manholes to be coated are of brick, block, or concrete construction. All manholes _ shail have a minimum of one-�ialf� (1/2) specialty cement-based coating materiaf _ � - --- - --� - �--(Quadex-QM=1s-orReliRerftllSP)=sprayed-ort�owelled-orr-coatmg�ovei-the-original interior surface. � B. MATERIALS _ 1. Scope i nis seciion govems ti�� rriaienais required ror c�mpietion or inierior coaiing or mannoies. � �"= 2. Interior Coating _ �� - : - -�. - Raven Ultra High-Build epoxy Coating, a two-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake -fillers, is manufactured by Raven Lining systems and designated as Raven 405.. � � Specialty Cement The specialty cement-based coating material shall be either Quadex QM-1 s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. Materiaf Identification Contractors will completely identify the types of grout, mortar, sealant, and%or root control cliemicals proposed and provide case histories of successful use or defend° - ---- �"-� ---��ie cfioice ofgrouting`matenar 6ased on cfiemica�nd-p�iysica(�properties, ease of application, and expected �performance. These grouting materials shall be compatible with Raven 405 interior coating. The contractor shall be responsible for getting approvaf from Raven Lining systems and/or the grout manufacturers for the use of these grouting materials. 04/16/99 asc-Za � � L�! PART DA - ADDITION/�►L SPECIAL CONDITIONS L�! C � � L�J � u l�J 5. Mixing and Handling Mixing and handling of interior coating, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Coating shall be perFormed only by certified`applicators approved by the manufacturers. C. EXECUTION 1. General Manhole coating shal! not be performed until sealing of manhole from frame and � grade�� adjustments- partial mantiole- �eplacement, manhole- grouting=�orsewer-� --.-:_;= �� replacement/repairs are complete. � _ � �4 _ � � � Q ;� 2. Temperatures . _ . _ __ Normal interior coating operation shall be performed at temperatures of 40°F or' ��„ , , greater. No application shall be made when freezing is expected within 24 hours. �� , �_ � .. � .v_ 3. Interior Manhole Coating ` a. Manholes scheduled for interior coating- are- shown on the Manhofe Rehabilitation Schedule. The interior coating shall be applied to the manhole from the bottom of the manhol� frame to the bench/trough, including the bench/trough. b. The interior coating shall be insfalled in accordance with the manufacturer's recommendations and the following procedure. - 1) The su►fiace preparation shall comply with the requirements of Section DA-9, SURFACE PREPARATION FOR MANHOLE RESTORATION. .�. . 2) Apply a minimum of one-half (1/2) inch specialty cement-based' product (Quadex QM-1 s or Reliner MSP) smooth surface for the � urethane coating material. --- --�- 3j-� - Tfie surface prior to apphcation-may 6e- acTmp buf s�all no�have -~ D noticeable free water droplets seeping or running water. Material shall be spray applied per manufacturer's recommendations with a minimum thickness of 125 mils (0.125 inch). � � 04/i6/99 � 4) After the walls are coated, the wooden bench covers shall be removed and th�'bench sprayed to the same average and minimum thickness as required for the walls. ASC-21 � 5) The final application shall have a- minimum of tbree= (3)- hours- cure- time or-be set hardto-t�ie-touEh, �efor-�bei�g-subjectedtaactiue-flov�.- 6) No applications shall be made to frozen surfaces or if freszing is expected to occur in side the manhole within 24 hours after application. 4. Y5�_ _ _ � PART DA - ADDITIONAL SPECIAL CONDITIONS Testing of Rehabilitated Manholes a. After the epoxy liner has set (hard to touch), all visible pinholes shall be repaired. Repairs shall be made by lightly abrading the surFace and brushing the lining material over the area. Allrblisters and evidence of uneven cover shall be repaired according to the manufacturer's recommendations. Spot check of coating thickness may be made by Owner's Representative, and the contractor shall repair these areas as required, at no additional cost to the -_-_�—=�7wner. `- - - - ,_ r� ._ � _ —.- —_ b. Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with Section DA- 18 - VACUUM TESTING OF�REHABILII'ATED MANHOLES. D. MEASUREMENT AND.PAYMENT� � Payment st�all be based„ on the Contracfi Unit Price per vertical foot, measured from the ___ _ bottom of the frame to the top of the bench. The Contract Unit Price shall be payment iri full for perForming- the- woric� and_ for fumisfiing- all labor, supervision, materials, equipment all testing necessary to complete the work. Payment for grouting of pipe seals; bench and trough and manhole walls shall be based on the Contract Unit Price for each manhole actually grouted. • DA-21 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES: The contractor shall be responsible for locating and marking all previously exposed manholes and water valves in each street of this contract before the resurfacing process commences for a particular street. � � I� I� � � .� � � � � ,� two () wor ing ays _ e ore resu acing- egms on any s ree . ar mg - e cur s wi h paint is a- -� recommended procedure. _ The contractor shall attempt to include the Construction Engineer (if he is available) in the observation and marking activity. In any event a street shall be completely marked a minimum of 2 k' d b f rf' b' t t M k' th b 't It shalf be the contractors responsibifity to notify the utility companies that he has commenced` work on the project. As the resurfacing is completed (within same day) the contractor shall locate the covered manholes and valves and expose them for later adjustment. Upon completion of a street the contractor shall notify the utilities of this completion and indicate the start of the next one in order for the utilities to adjust facilities accordingly. The following are utility contact persons: - 04/96/99 ASG22 ,� ,� �� LJ l�!1 : PART DA - ADDITIOIVAL SPECIAL CONDITIONS 0 Ll � � Companv Telephone Number Southwestem Bell Telephone 338-6275 � � Texas Utilities 336-9411 Ext. 2121 Lone Star 336-8381 Ext. 6982 City of Fort Worth, � 871-8100 Street Light and Signal Contact Person� � ^ "Hot Line" Mr. Roy Kruger Mr. Jim Bennett Mr. Jim Bob Wakefield Of course, under the terms of this contract, the contractor shall complete adjustment of �the storm drain and Water Department facilities, one traffic lane at a time within five (5) working days after completing the laying of proposed H.M.A.C. overlay adjacent to-said facilities. Any deviation from the above procedure and allotted working days may result in the shut down of � _ _ _ _the resu�facing_operatio� b_y�the_Construction Engineer _ _ __ __^ �_ _, _ — _ ___ _ _ __, L.' C'� � � � i� �j � � __� Q � D�� D The contractor shall be responsible� for all materials, equipment and labor to perform a most accuraie job and all costs to the contractor shall be figured subsidiary to this contract. DA-22 REPLACEMENT` OF CONCRETE CURB AND GUTTER: Corttractor shall" re�pLa�e alL��g�d�xi�.ti�►g�u[b_aad�t,�t#�[�as�fes�gnat�d b�th��st�uc�ion Engineer, and replace with standard concrete curb and gutter, laydown curb and gutter, or in like� kind, as govemed by the standard City Specifications. Pay limits for laydown curb and gutter are as-shown irr Drawing-No: S-S5 of the Standard Specifications. Included, and figured subsidiary to tFiis unif price, will be the required eiccavation 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 par4Wvay such ,as water meters, sprinkler system, etc. damaged during construction shall be replaced with same or better at no cost to the City. � Backfill for curb and gutter shall be completed within fourteen (14} calendar days from the day of demolition to date of completion. if the contractor fails to complete the work within fourteen (14) calendar days, a$100 dollar liquidated damage will be assessed per block per day. The unit price bid per linear foot shall be full compensation for all materials, labor, equipment and incidentals necessary to comp(ete the work. DA�23_ REPLACEMENI.OF 6" CONCRET�DRIVEWAYS:_ This item shall include the removal and replacement of existing 'concrete driveways, due to deterioration or in situations where curb and gutter is replaced to adjust grades to eliminate ponding water with same day haul-off of the removed material to a suitable dump site. For specifications governing this item see Item No. 104 "Removing Old Concrete", Item No. 504" Concrete Sidewalk and Driveways". Pay limits for concrete driveway are as shown in Drawing No. S-S5 of the Standard Specifications. � oai�s�ss � ASC-23 w�, � PART DA - ADDITIONAL SPECIAL CONDITIONS The unit price- bid persqr�are-yard shall be full compensation-for all.labor,, material, equipment, supplies, and-incidentals-necessar�to-complete the-wori�.- - --- - DA-29 REPLACEMEiVT OF 7" CONCRETE VALLEY GUTTER: This item shall include the removal and reconstruction of existing concrete valley gutters at locations to be determined in field: Removal of existing concrete valley, asphalt pavement, concrete base, curb and gutter, and 'necessary excavation to install the concrete-valley gutters all shall be subsidiary to this pay item. Furnishing and placing of 2:27 concrete base and crushed limestone to a depth as directed by the Engineer and necessary asphalt t�'ansitions as shown• in the concrete valley gutter details, shall be subsidiary to this Pay Item. 0 a .�- o D � O See standard specification Item No. 314, "Concrete Pavement", Item 312 "Hot-Mix Asphaltic Concrete' ;-- Item- No. - 104; "Removing Old- -Concrete", -1tem— No: -106; --°Clncrassified= =S"freet= -� Excavation" I#em No. 208 "Flexible Base." Measurement for final quantities of valley gutter will be by the square yard of concrete pavement and the curb and gutter section will be included. Contractor may substitute 5" non-reinforced (2:27) Concrete Base in lieu of Crushed Stone at no additional cost. See Item �14" Concrete�Pavement". tis�lnal�se. Rrateriat= maytre-re�qaire�tti�res-a�d�re�te�byth�E�rgirr�ert��e�titerttre�vork at locations identified in tfie fie`ld. The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch. Contractor shall work on one-half of Valley Gutter at a time, and the other half shall be open to traffic. Work shall be completed on each half within seven (7) calendar days. If the contractor fails to.complete the work on each half within seven -(7) calendar days,. a. $1AOr dollars liquidated damage will b� assessed per each half of valley gutter per day. The unit price bid per square yard for Concrete Valley as shown on the proposal will be full compensation for maierials, labor, equipment, tools and incidentals necessary to complete the work. DA-33 REiNFORCED CONCRETE PAVEMENT OR BASE (UTILITY CU� The following specifications are for the fumishing and placing of reinforced concrete pavement or base as shown on detail and as directed by the Engineer. A. GENERAL: Reinforced concrete pavement or base shall conform to Specification Item No. 314 herein except for finishing and curing. 04/16/99 . ASC-24 O ,� � � �', PART DA - ADDITIONAL SPECIAL CONDITIONS � � � B. FINIShtING: The reinforced concrete shall be brought to a uniform surFace by working with a wooden float. The surface shall be flush with the adjacent pavement and shail have a finish similar to the surrounding pavement. The surface shall be even and shall provide a smooth ride. C. CURING: � � D. � U . 0 � !J �l � � � � The reinforced concrete pavement surfaces shall be sprayed uniformly with a membrane curing compound conforming to the requirements of ASTM C-309, Type 2, white-pigmented compound, which shall not produce permanent discoloration of the concrete. Concrete shall be allowed to cure for seven days or test cylinders feach 3000 psi before removal of barricades. _ EXECUTION: . - � ' , � - �,,;.. �.: :: Included in this item will be the removal of the existing reinforced concrete pavement: The ' , < :, � ex�sting pavement shall be-sawed so as to maintam an even, straight pavement-cut:� =The-`- �-` --- existing reinforcing steel at sawed line and construction joints shall be lapped 18 inches with the _,- �';_-=� '� - �. new reinforced concrete pavement. The existing steel shall be thoroughly cleaned� befor� .�� ' lapping. . , ' . F=. The following work method will be performed on each utility cut: �-� �_ __ 1--Pface-safety-signs; barricades-anct/orotherwaming-device��nrher�rrece�sarp--and-a�. �"=�::�"3 "� �'' '<=- required. � ` �� '� . � . ?: s5-g�,. �. d" • � }' , 2. Replace pavement to nearest joint. �. �-�`=�'-�'' : � '`�� . � :.�� . 3. Mark out the damaged are2 with keel, chalk line or paint being sure to .include all afeas '. �.�'�' _ requiring .repair. ' �=� `:° 4. Saw cut along marked lines a minimum of finro (2) inches deep. =' � `" ��F, � H_ s, �. , 5. Remove existing concrete. -- 6. Form joints and place reinforcing steel and Dowel Bars (as required) according to s�andard �� specifications. . 7. Place and finish concrete. 8. Clean up jdb site, removing all debris. ----`�Idlaintain�traffic control�devices to �prot�crth��area untirth� concrete f�as �ured-s�even d�ays�—�- or concrete reaches 3000 psi �ompressive strength. E. PAYMENT: Payment shall be made at the unit price per linear foot as shown on the proposal and shall be full compensation for furnishing all labor, m�terials, equipment tools and incidentals necessary to complete the work. oai�s✓ss ASC-25 •J a � lu . ��. •v�� VHJ MATERIAL STJlt+�OARD E100-4 JIWUARY 1, 1978 (ADDfD 5j13/90) �.�,� : . . : , � � , 3� �104-4.1 �ENERAL: This standard covers the �urnishing and installati,on �of Matertiyht 9asketed manhate inserts in the fort itorth sanitacy sewer collection systern. � � �.� .: : . .►� � . O a. 7ht m�nholt insert shall be of corrosion-proof high density polyeLhelene that meeis or txceeds Lht r�qui�rements of IlSilt 01248, Category 5, Type III. ab. 7he minimum thickness of the cr�nhole insert shatl bt 1/8". e. The manhole i�sert sha11 have a gasket that p�ovides positive seal ir� � vr�t or dry conditions.� T�he gasket shall be made of ctosed ce11 neoprene rubber a�d meet the requirement of ASTM D1056, or equal. � � � � ' � � � � � d. The manhole insert shall have a strap for remaving the insert. The strap sha11 be made of minimum 1" wide woven polyp�opaZene or -nylb� webbing, with the ends treated to prevent unravelling. Stainless steel hardrrare sha11 be used to securely attach strap to the �nsert. t. The manhole insert sha�l have one or more vent holts or ralves to retease gasses and allow water infiow at a rate no greater than 10 : gallons per 24 hou�s. D100-4.3 INSTALLATION: a. b. The manhole frame shall be cleaned of s�it dirt and debris before placing the manhole insert on the rim. The maehole insert stratt be fully sented ar�und the manhole frame rim Lo retard water from seeping between the cover and the ntianholt f�ame rim. E104 (i) .� a� o. 0 � � U D a . a a � a �.. � Q � D � a � �-. flNr5Hc�7 �RAD£ ��r`' �`, �� (�- � �i��'%��\�i�:/�''/� '• :'� �: . cc�Nour K,rx eox-� K�rrH t,;a �� STO Ct E.AhIlv � W?'E -� \ 2' SOJ�R�' _ � \ I 1 \�, ` �. i . .� . , �� ,� s� wFx ��FE p�uc --/ � . `' I :r.� auasEP . ' . :.1 �;�c r�o P�D= � eFcc w�r.ti conr� . rOt: AR .. . . .. .: � . . � • ••� � : ' � . �:�\ . � `� .� ..�2�.: . �, % � . . . . ' . � f ' ! V -C � .i �` ; i « A' IVEW sAIV:T.4RY S£W£R U�VF W1TH STAA;I'iARO £MB£D,:lEi�T ►�rR FlG t�+9 CROSS—SECTI:ON OF SEWER AT SERVICE CO'vNECTION � � f � ��1 . ; � � � � •�-- Tt� rITTrNG I � j / . . � . � I ! . ! .- � i � � ( . �, ; ;..f , . � . , . . '{�' ! �� - .. , f -------------- _. � .--1i.�� ii � ...._._. �_ _ :�. � , ----..^.-- _--��--�--- . ..i i - ---------- - �i � � � � � . - ' � � f - i • • i i i �� . • � i � 3 � �. ; ; �. o �� - i I i: � w � �� ' d - i PL�N viEw . � �H1M�lEY SERVICE l�t��T TU SCA�_E j � � � � �z � � F!NISHED CRADE � v��i i �l � �`�.��/<�/i f� .. ' � I _' I --- -------- --� _. ' _' � EX�ST�NG S£RV10E L/N�' �:. • . - I '` � % —SPECIFIEO ADA?TER �OUPJNc, � —' 6" N.IN a.T E�.'•?v^M ONtY . � \ `— 4S' efN,� \ �- FYPE ' � " C/.R "8 � BACiCFfLL LJ � . � EXCAVATIDN, BACKF�ILL AND PA�/EMENT D REPAIR UNDER EXISTING STREETS � aMIN, 2' HOT OR C❑LD MIX ASPHALT-, E3CIST. STREET PAVEMENT � � / l�J L� l � -TEMP�RARY PAVING REPAIR SH�WN - F�R PERMANENT PAVING REPAIR DETAILS SEE FIGURES 1-5 ❑R AS SPECIFIED IN THE PLANS ❑R SPECIFICATIDNS, � •• '"' , '� • , �LEX—BASE MATERIALJj�/. /" �/,/ j' : a • . 6 ' /./.'i,//!;:'/,//.• i /�G�• i/� :� . . . ` .. , •. � � L • -. . . , , : :.' : � • i. B�TT�M OF TEMPORARY �R � . , . � , � •. PERMANENT PAVEMENT REPAIR EXIST, BASE � SAND MATERIAL EMBEDMENT � SEE SPEC. El-2 0�� 1> SEWER - MINIMUM 12'� SAND EMBEDMENT C�VER 2) WATER - MINIMIJM 6' QSAND EMBEDMENT COVER MINIMUM 6' EMBEDMENT � L J . . .. ' t . . v t: . :.. . , ... . ; :;; .,�. :,� . . . . .. • ';. ' :.� • . " ' ' " -'�. � ; :� :�� . .,: .....;'. .i.. �' tiQ� •: ••.; :.'• Q „ • ;,..:�/ .z•. • j " .' �x:::�.. �._:•:::�;� .�: ,: , :.:: ... . �' `'n�' .:f.�l•,=�;-;LtL t .'� • 7 .t y f y �i _ � � . f'. - , j/.�� ' � • ' •' . '/ ''' .'• . •'' ' •� f' . � .a,. �`_. . .•: .a•'. , •.: .'•�• �: �TYPE C BACKFILL SEE SPEC, El-2 1'-6' MAXIMUM CRUSHED STDNE SEE SPEC. El-3 � INCLUDED IN LINEAR F�OT BID PRICE ❑F PIPE a � 0 �IGURE CSEWER� ALL 0 CWATER SIZES 16" � � a NTS ' B SIZES) & LARGER) REV� MARCH 25, 1999 � � t� " .� . . . • :t .: � � =` � '' � �� ,,.� `•� s'�`' � S/l4YED .lOINT FaCE � • • •' �'� • • ' f W V ` �.e .:ti :• • U D � � Q ' .; ,: � �� '' �: ; ;: ; 3,fg' OIA. �LOSEO CELL EXPANOEO . �, •• ;;/ POLYETHYLENE FOAM BACKER RO[ . z �'• • :' ' � ., �,,r- �- . ,: . . .. �' : � ,� .— ., •. :� . � � � • ' : � .:� . FiRST POUR �' : ,�; � . 5ECOND POUR � � ' 'COLD` JO{NT CONSTRUCTION JOINT DEiAIL N0.2 SEAL FOR LQNGITUOtNAL AND � � . TRANSYERSE � COhtSTRUGTION BUTT JOiNT � N.T.S. . � � ��,�_� SILtCONE� JOINT SEALANT JOINT DEPTH , � . (j PAYEMENT L! THICKNESS � T=5' D� T=6' T=7' a . ��8• ':, � � � l�' � l�J U � .', � SILICONE JOINT SEAIANT PO�YETHYLEti(E BONQ 6REQKER TAPE REDIK000 EXPQNSION JOINT F(LLER - � OOtKEL SUPPORT BASKET �oit� a�rai� No. � SEI��. FOR E�CPAt�S10N JOiN'i' N.T.S. SUPpLEMENT TO T&PW F{GURE 1: WHEN EXISTING CONCRETE IS CUT. SUCH CUTS SHAIl. BE MADE wIi'H a CONCRETE SAw. ALL SaWING SHALL 8E SUBSIOIQRY TO THE UNIT COST OF THE iTEM �OR WH1CH SA�fING iS RE�UIRED. JOINT OETAILS NOS. t; 2& 3 OF THE T&PW PaVING OETAtlS SH14LL 8E "" '� IIPPLICABLE. JO1NT �OEPTN ( T/4 ? 1 ��4�- t��2s ��a 2` .l, ,, . ,;. .,. .. ..r � : : � �•: �:� � f:;� . � � •; :: :•:::. .� : : � c- � :: ,::f �:::�::'�; . . . .... . � ;�� '•: _ ;:� / .:;:• �, � :. ., :._ : ,,,,,, ,,,,, ,,,,; . . :;: ;.: ;: . . :, . •:. 'siOlx� Q�iAi� K0. � sEa� �oR sAwEo ou�xr�Y N.T.S. 4�E0 JOiNT FaCE 3/$` DIQ. CLOSEO CELL EXPANDED POLYETHYLENE FOAM BACKER ROC �� 4� . �� . in . . .A, , , , . .. . .. cV ' '.' � ti:'... �' • •.' ;: . •' ::;.-: . ` ' �::: . . � . � ,.• . � � . � • ,. :: • . � r � .= . . . •;'_' �6 � SMOOTH - ; ,I�' � ;,�: ; : .. _�_ ';'ta �- -, • •. .------- � �(t,� :`':1.•- . � � � i ! i � �. i � � � � f � � #I il � � i::}r�,i•. . 'ti.`.� h ,;t� .. �G iVo.3 BARS ON 24' CENTERS BOTH WAYS WITH — � MM.2 BARS LONGITUOINAL IN O1TCN. ' �EJQ�ST�R B EXIST. CONC. �PAVEMEN71REPLACEMENTCRETE 7 PAVEMENT • SAw CUT /` SAW CUT . . --�f � . • � • . • • . � . • � —'--,J • J(IST. CURB & GUTTER 0 0 ..; f . • r. . . . � . • . i� •�� i �� •�� iv'�� • • � ' • /►� / �, �� I • � �,\'J, �' �� , � ♦ • � \' � •1 • I , a � u 1 � �� '/ . . . �.-► .• ; • 6• MIN. � : . ' . • : �' . 12' . .� `. � � ' ' � � � t2� . � • •' • • •, • • _ • • ' � �--- 2:2? COHCRE?E . . EXIST: BASE �IF AMri an��aramasE " . ..• � •.•• � �; • • .; • . � ' • � : � ' " • • • �-- ALL TRENCN BACKFII.L SHALL MEET REQU(REMENTS FOR •• �. •��•. ,. GRADATION ANO COMPACTION AS SPECIFIEO� (N ITEM �02 Qf . .. �.. TNE STANOARQ SP.ECfFICATIONS FOR CONSTRUCTiON. P[lHLIC .. � �• wORKS OEP7., CITY OF FORT WORTH TEXAS QR BACKFtLI CRUSNED LIMESTONE BEODiPlG TO EXTEND---� ; •• AS SPECIFIED IN SECTIONS �Et-2 �, .�2-2 OF 'if�iE � FROM 6' BELOW PIPE TO SPRINGLINE. ' � . '• SPECIFICATIONS FOR 1YATER DEPT. PROJECTS� FORT YYORTN '�p � �� WATER' pEPT.� dTY OF FORT WORTN, TEXAS. HOTES: 0 � � j � PROPOSED PIPE �o� o o O o 0 p+ OITCH WALL� DQ.� 1 �� 10�� 1 �` � 6' CRUSHED LIMESTON� BEDOING 1(� REINFORCEO CONCRETE PAYEMENT SNALL 8E REPLACED TO ORIGINAL OEPTH OR TO A MMiMUM DEPTH OF 5°. WHICHEVER tS GREATER. • Q IF STEEL • EXISTS iN CONCRETE BASE • TO BE Cl1T. TNE STEEL SHALL BE Ct1T AND SALVAGEO AS POSSIBLE. A MINlMUM .LAf' SPLICE OISTANCE OF 12' SHALL BE PROYiDEO. . Q REINFORCED CONCRETE PAY.EMENT W�,L BE REPLACED AS SHOWN OYER TRENCH iN THE EVENT NON-REfNFORCED CONCRETE PAVEMENT IS REMOVED. . Qq BEOOMG OP PIP� TO MATCH ADJACENT SECTIONS OR SPECIFfCAT10N q02. WNiCHEVER IS GREATER. � Q 2s27 CONCRETE MAY 8E DELETED (F HALF TNE SPEC(FIED THICKNESS OF 2s27 IS ADOED TO THE CLASS 'A' CONCRETE. � CONCRETE FlGURE 1. � . PAIiEMENT REPAIR DETAIL � NOT TO SCALE � L.=� C� C] L� Q Q L� C� C� t� C� i� C7 C� G=3 (� C:3 �� t� OfI�T. CIMI� • MI/t�11 [a�ii At►WLf �uR►�c[ [ ftiTlMi �cuR� � wttts �. � t � • �. � �---- [t��t %%�%i�%'////.� CM�C M�[ �—fY�tr w�0a� cui� �'R[wro�tt�—� � . •._ '' �—�« rer�►c� �.c■n�� sM�� rttr �—trst w� Wt ( K �M� �� COwC�Ktt NH � • . � ' �" � R[Qu��[MIMi� �O� •��DI�TW� MM ( iI •r� � . • COM�CT�OM �� ►�Crl[� NI �?tM • � � �y. �O! 0/ iMt iT�11MM N[CM�CA� . , ' • •. TrOU• /011 CON�TNYCTqQ, ►YKK ' •ti �IIR• O��T,ci�r N �OAT �TM � � � TI�A� 011 �ACIf11L� M �i0MK0 IM KCT10M� ��•t MIQ tl.t N TMi NiCN NLL • �• �• f►�CIIICA11011• I�A NT�iI KMAT • ti11T 1�0�[CT�. IIwT �TM w�T[R .• • •' K/►�CIT♦ OI IMT lMTM�fl�y. ,�i . . � • �: � �• � ' • IwOrNf• II�N�It� 1�{T�LI�TIM �' � A.. ' • '• �i�i . ��;.. • ,� , .. � • : : . • �� _ ',••�� . 'Y��•. . ,�•. r•,•;i;� �••::y �Tt� � �1•A[//Mi�:�CMTi N�t �Ill •�,S•N �1i�� ixl�i� M�MCMf[ M.�•A[N►OACi� CE11CR[T/ �A�t M��•K� [iMT ��W�1 C11Mi[ tN�1Ll R AiK�f�� 1� MNIYI �lITM �At[ TO K CY1� iNt �t[[L •IlL •[ 11t/L�C�� M•MOrN. K�RII�L�� TO TN� OAt�Ma< IA 1� A�1�� i�TM Yr �� SMkI K CYf �M� fALM�K� A• OY�R TKMCM � TIt �v[MT IIOM- K�TM. rN1111U11 1Av[YLNt OM Al� � .OMiMi�M � M/�ATtw. � ►0��1��[ A r1111rYr L�1 NLti �[�M%OAG[�CMCAiT[ �A�[ 1� M►MAIi �TR[!Tf fNAIL K ly• ��iAl�tt M It� wl�d �t lMDvOt� 11t1Nvl�. M/Nt sw�K� w�K� t�1A�. 1��- K��IN� 0/ M►[ T� YATpI �OJAC�R! •tCiW�M M l�iCMICAINN N! M1MwlYLA No s- 2d7 toNCRfTE MAr YE DELETEO IF �� MORt �TR111�R1 MALi TME �1'[CIFI[p Ta 'KNCSSOF 2�27 1! A00[0 TO TME C�ASS "A COHCRETE. , TYPICAL : SECTION TR E N C H REPAIR �PNALT �l3RFAC� � R�iNFORCEO �ONCRETE �ASE_ cirr of fo�t� �oRrN � �N_�_,_n REV.�•�� 'M. ;'"', �� TRANS�OIITATION/PUSI�C MfORKS OE�T. �Ev-ii-is ie f11�1NffAM►i �!/"""f/ON '_ T___ f/i l. � J . RfV -�' JO•�[ . .. .. . . .K" . .. .u;t. y;h�,�. , . • , • o. . . . „ -�--- MO �•��S 0�• t�� CENTl11t �OTM �A�l MtItM • � Ylp j�A11j IOMGtTY��< MI OIfCM C� � G� �3 C� C7 , C] C� �7 C� C=7 C=7 C� C7 C� C.� C� 0 G� _� '. . , � �� . � , s� �rrorE O e�.ow . �XIST. CURB EXfSi'. H.M.A.C. PROPOSEb H.M.A.C. REPLACEMENT � GUTtER '�' SURFACE t2 �N•� ExIST. H.M.A.C. EXtST. CURB � SAYV CUT SAW, CUT SURFACE & GUTTER , , . � • l•� ' '�l•� ' '�l. • •t/.� � . ��%��I�� ,�` �/��I��Ir�% -f �. �•�. �. � 8� IN. •�. l. i•�. �.. S.� � . �. .- . . . . �.t � � � 1,' .• ��•'�• ' � � • • •�• ��, t� EXISTlNG GRAVEL BASE /— �� . .. � � : �� • ,• � �.: � . . � �� . �. � . � � . . � . EXISTING BASE (1F ANY) . ...; . • .. �••� . . PR1ME COAT '� '• � " 2r2T CONCRETE . CRUSF{ED LtME5TONE BEODrNG io EXTEND '' •'� � FROM 6' BELONI P1PE TO SPRINGLINE • �� - ,. ALL TRENCH BACKFILL SNALL MEET' REQUfREMENTS FOR �• •... GRADA7fON AND COMPACT(ON AS SPECtFiEO M 17Eh1 �02 OF � 0 � . 'iN� STANOARD SPECIFICATIONS FOR C4NSTRUCTION, PUBIIC � • � .. O � WORKS OEPT.. qTY OF fORT WORTH. TEXAS OR BACKF(l.l � AS SPECtFIEO IN SECtIONS �1-2 •� E2-2 OF THE PROPOSED PIPE � � SPECIFICATlONS FOR WATER DEPT. PROJECiS. FORT WORTH �� o, Q WATER OEPT., CITY 0� FORT WORTH. TEXAS. OtTCN WALL �--� �� o Q; ��, 1 j 0 4� � � �� . t '6' CRUSHEO I.IMESTONF BEODING . • NOTES: � • • � 0 �2s27 CONCRETE SHALL BE INSTALLED A MIN. OF S' BEI.OW BO7TOM OF EXiSTiNG � H.M.A.C. PAVEMENT. . � � � ALL EXISTtNG ASPHALT SHALI.' 8E REPI.ACEO 70 THE ORiGINAL OEPTH. MINIMl1M , � PAVEMENT REPLACEMENT SHALL BE 2'OF FiNE GRADED SURFACE COURSE. ' Q� BEDOING OF PJPE TO MATCH AOJACENT SECTION OR SPECiFICATION• 402.1YMCNEVER IS MORE STRINGENT. , Q� ON MAJOR� PROJECiS,.T�iE P.ROJECT ENGiNEER OR DESIGNER MUST EVALUATE •'iHE FULL • WIDTH OF EXISTING N.M.A.C. PAVEMENT AS TO TI�CKNESS� CONDITIONS AND �16(LITY Td' '�" � WITHSTAND CONSTRUCT(ON LOAOthIG. IF APPROPORtAiE. THE FUL[. W(OTN QF St1RFACE SHAl.L 8� RFMOVFO AND REPLACEO 1Y1TH APPROPRIATE 7REATMENT TO EXISTfNG BASE ' • � OR SUBGRADE MATERIAI. � FtGURE 4 � _ ASPHALT � PAVEMENT REPAIR DETAIL � NOT TO <SCALE � � NOTE: Bearing Areas shown are based on 150 P•S.I.G test p�essure and 3000 �'� P.S.F. soil bearing value. 69�/� a �� s.. D...�. � Plug " D Tee :�'�� . a�;:: ��:,o j::= � f 1�i :: , .... 1500# Concrete �;"t';:;.'�• �'; + , ("r '�-:: �?t t; '.i. . ,:� �:�� ;.; U •. .i :r, .' ^� /'t�' =�t .�''! r' '�" �� '�,?.f .:• ..�'_. '•', '�� ' � �. .` I , s �-' : ' �.� : 2 ic o itX11 : P•�,.i +• �; .i j%/ ;� = _3 y„ ! • �•�? j � ••r .� �,: �• "E" �1500� Concrete a - �� 0 Q .. �,�- : . � Pipe ••��,.` Size � � � � � 0 a , � 4" 6" $�� 10" 12" 16" 20" 24�� 3p�� 3 6" 42�� 48" '� �4�� NOTES: /�'�� `�o- � �P s, e � .�•. '90, � �°� o�s : . -, � �' as ':. .;a :� • ;. �o� as ,i' � :�:. aS : • `� � • ' ; ... • . s %; e. � ' .• � � •• t•.��, � ti'p!'t•��.r . . �' •� • � �`' \ ` •� � : 4�: 0 HORIZONTAL 6LOCKiNG TA6LE .� �� -�Dimension "X" May Vary If Necessary To Provide Bearing Aga4nst Undisturbed Trench Wall X-�� Dim. Ft. 1�. 1•5 1.5 1.5 1.5 2 2 2 2•5 2•5 � 4.0 . . � 11° - 15' 22° - 30` 45° 90° Tee � Plug - r►in. rwx -riin•'Max. �Min. Max. �Mi�• Max. Min. Max'� "A" Are "" ArPa Vol, "C" Area Vol. "D" Area Vol. "�" arPa Vol .90 .8 .05 •95 •90 .05 •95 .�0 .05 .91 .82 .OS 1.16 .5� .05 � .90 .�8 .oS. .95 •90 .05 1.05 1.10 .OS 1.�3 1.99 .05 1.19 1..41 .OS .90 .8 .95 •95 •90 .05 1.41 2.00 .OS i. 6 3.47 .1 1.57 2.4� .i .90 .8 .05�, 1.26 1.60 .05 1.79 3.20 .i 2.18 5.62 .2 1.99 3.98 .15 1.10 1.2 .OS 1.48 2.30 .1 2.14 4.50 .2 2.83 $.00 .3 2.38 5.65 .2 1.41 2.0 �.1 2.00 4.00 .1 2.8� 8.00 .4 3.75 Y+.)0 .65 3.16 10.00 .5 1•7fi 3•10 .2 2.54 6.20 .3 3.52 12.40 .6 4.70:1.00 1.15 3•9�+15•55 •?5 2.t4 4.50 .25 3.0o q.00 .� 4.25 L��n .�5 �.6� 32.0o t.85 4.76�2.60 1.05 2. 66 7.10 . 55 3. 78 14. 20 1.0 5.�0 2.8.20 1. 75 7.OS •�3�0 3.4� 5. g 1 35. 33 2.1 3. 33 lo . oo . 75 4. So ��.40 1.4 fi. �� 4a8o 2.65 • 8. 50 72Ao 5. t �.20 51 . oa 2.95 3.�2 t3.Rot.2 s.�.�n 2.z �.4� s�.�o 4.� - q.�o��.so �.q 8.3o f�•oo475 4. 38 18. 30 1. 6 6. 00 �,,00 2. 9 8.t� {� 7.A0 4 1 1,; 14 1ffi�1 lfl. 4 �. Stl �10.03 fi. t S 4.00 '>_2.Sr,�.00 6.70 .��o0 7.00 _ g.4o 8$00 0.00 �,3.0o i62oal��„nr� to.�d>>sm1�2.o� Minimum areas shown are in square feet. Volumes shown are in�cubic yards. Vertical dimensions of all� block bearing areas shal,t be identical to the horizontal dimension shown. HORIZONTAL 6LOCKING Bend DETAIL - FI G U R E 9 E-�- 2a Material Q 1-1-78 E-2-20 Construction a � a �� D �1500# Cor a B� a Q W � . a� ; 1 ' -0' Typ. RUggER GASKET JO1NT M. J. - M. J. Bend -�\ ^��_� . � � A a � �0. . L ��1 �� ri . . � ,�i, j — • ` ��: i ;;.:`:-x � � _ �.t:.'j r1•�V• .tAS.,T:S�Y�� :• � /� i y, % •I t a`V`�§1�� '�.,aZ 1:�� 4..�� `;s � 1'_0�� 5 k. '' �:�' .�:`ic? � T yP , ��' ..- / \ Belt-Be11 � Bend / � � SpOn Concrete �� Keep a min. of 1'-0'�' clearance between � conc. and joints or bolts on C.I• Q�Pe• or i r+ excess of 1' -0" � as detailed. Q� �-�-�a . � --- . O v � � � � �.j::;:�:� .':;'r; -�j�.�.�' , •s.o' i:�:�:�:�� % , Maic► 1500� Concrete �� MECHANtCAL JOINT Main �::• • �•.v:,c; �04:r r�`! ♦j•.� �,:.,.i. 4 ;::.: .:,::�-,: '��::��:,�� {-..?67 _ 2�� TYP• 4 BELL AND SPIGOT JOINT C RADLE DETAIL Note: When cr�dle is shown or speci�� for installatio� on concrete p�Pe t}�e full ��oir►t length of the pip' or f i tt i ng shal �•-:a cradled. . �. F 1 G U R E ' O E �_2p Materials E 2_2p Construction "^'� Trench width: � 1, pipe 2b" i,d. and smailer = 24" or o.d. + 12" whichever is gre�ter. 2, pipe��larger than 24" = o.d, of Pipe � +,$ . 3. Cradle shall extend a min. of 6'' beyond each side of pipe. . `;;�; �,y Q � � LJ � � Q � � U � Q � D D Q D Q � 0 HOTES• O1 6" blind flange tapped 2" with 2" brass plug. OZ 12$# pattern btind flange drilted and tapped for 6" blind flange. 6" blind flange attached with bronze bolts. Gaskets sha11 be fu11 faced as otherwise required in E 2-4. �3 Lifting lugs shall be provided in quantities sufficient to loft and handle the ftange as a balanced load. � �4 Attach the 125# pettern blind flange with steei bolts and bronze nuts then cover with cement grout after installation. O125# pettern flange, unless required otherwise. Flanges and blind flanges to be designed to withstand pressure rating of pipe. � Wye branch to be one size iarger than, but tapered to standard run normal diameter unless otherwise specified. O7 Standard run diameter. � - .- . � �� 45° T 7 � STANDARD CLEANlNG �IYE DETAI L Material Specificatio°� E �"4 Coi�structio� Specificatio-• E 2-4 FI GURE 28 � - � -�$ . ._ �:� C� Q G:� Q C� C� C� C� C� �] . C C� C] Ci C� C1 C.� C� C� -r. - . % - � . � � PMS 167 (Copper) ,— PMS 288 (Blue) ,,� PMS 288 (Blue) ; ; $� . 0�� , , , , , , . . _ , � � � � ; , � 3�� ';, 3' -1.5" ;� 3" ;;� ;, 4, 1 5" 3�� - . ; � ,� , `�; ; � : �� . 2.25'� —I ' ' � ; � , . � � T O T� , . ,;. �_ �. ,�. `� �� . �� 2.25'� 0 � CV 4.5" %� ' � 3.75" , � , ou�, W�zte� � � : , . � , � o � s n Act�on_ .�� Frxnd 3.75" N 0 ----•r- � T 4.5" , .. . , ; /� '� % /3" Radius . , : / ;_ PMS 288 (Blue) / . / .-�-_�. PROJECT SIGN Figure 30 Scale 1 " =1' nQii �iq� r E2-1 Construction j / / / � �� , , , , , . � White Where M.H.'s are in street tnstall two or more courses of� `•�ick.or concrete grade rings �. .tween casting and top of brtck ,one, or concrete s1ab. � Use Cast Jron Pipe to First Joint �Sehi�d- Limit of Excavation 0 M 14'! f�- - 4 Where M.H.'s are buitt in streets to be paved� M.N. rim to be set to proposed pavi�g grade Use standard McKinley, � No. A24 AM. or �Equal M.H. Frame ,f—, ►,� '^� Cover 2 - 0'`' Y11lt=jUl;7u� ' � ` Set in Mortar L� �+� � i,, . � , M.J. Cas � - lron Tee � 4�� •.. , ;•.• c� -- . _ `� t �,u _ / " .,.�►-` �� Conc. Coilar W� � � L � : .: ;,� L Limit of Ex�avation � � - � Q`�.. a �I 11� -! �� ,,� lu� Il! l � llll 7hrust Block to Extend 6" In All Directions from Outside Diameter of Ptpe Ut� ` llll �� 0 tnstall M.H. SteF Same as in Stan�r M.H. _ i� � �� Push-on Piug � � � install Nuts L % �,) � Away f rom M. H. . °' � Wall on M.J. � � '� � ��-�� _ _� Fitting COR-TEM a - — '� � Bolts �, Q �-t f Requ i red �rov i de � m� � Stub Extension At � f—'— Concrete 'L :° � �aTI�°f P.E. in M.H. ��` - See Standard 4' Dia. � � /r � � M. H. Detail � � Slope ��/� � � Figure. 103 . /. � � � / �, . � � � � . ... � �, iti r �_ �. . . . : . - • . O$ 8�� ; . . � ', •.�• f �• • �, �.'• • �• . , , . :�. . • .�. � ' • •1' • • . . �. . •� . , . . ' •� , a. G�outed Inver.t� �. Use 4000# Concrete -- � TYPICAL SECTION STANDARO FOU�R FOOT DROP ACCESS MANyO��E Ft G URE I 0? .. .. 1-1-78 �Verttcai to 3/4 Point of Pipe 4' dia. for sewer pipe up ta ZI" dia. 5' dia, for sewer pipe 21" tc 39" dia. E 1-14 Mate�ial E 2-14 Construction D� � D� � � � � D r� a_ D- �� f'�';: � � �� Existing surface _ Backfiil as specified � r L r L}� Fq"�'• . � �IifJ� � , • • . ' � • �/i�((�'!lt�rr! i . � � . • • e . � . ' . . • . � � ` ' ' , • � '� ` . . � . . ' . � � . _ . , . . . , . , , _� � � , . , . , . . , O� � � � � . • , • � � `; • . � • . , . _ 1 ' � ,: �, :. • ,�„i• .. �---r�;�ry � . :. �/' 1 Y• •I't ' � %� • t'' `. � r .. � :;t.� �. . � :.x.i . �.0 _ . � = • ; '' ' � ,�! •, ; . . : [�:i .? � O ;,. • i:�f ':i:�: •'. � :� : - ,.. . � 1 •� :.�{ 77T"r ' � . . •�': �i :�� ;,. . -.;�::,,• - . � � � : �� :�:•<� = ., . , - � � . -. <i. � : . . y ,,. .�:,�;' ' ,� � t..' - � �;� ,�..,. :'�.%��.. • •;' ' ' t :(./�'° � �' '.Q� v � { - r• �• . _ �a.`,t ;. ��Q �;. ,,, �:�:: �� . O� . -.«� � - - —� •.:• �'<: 4 \' . • :; �, �Q: ,� 1 • :� : • •��' � • ♦ w• •'Y,�' •'��" . y� , • • • � � .. � :•',� ,• �:V/��'ar. . •,-.1�i't��'�j��f�' • -�.: , - (, � �,� �K:�� : �� ,- ,.' w" ` +.* .e; .r;: �a .; ; i �.%�f ;:i ; � � •� • � j. � • • • • � ��, O - ��t.�, �' t � ` ��;.. � . . ��i�..�.`Zl:.y � � .. (� • -; • � ? � .. • ; ;�• {. 1'=` � : ; . ; .• '.: '�'b'�,;; + II u ��j�l ��-_�:�� '/l�r:��; • �;N � :'y(�/j�/1<<f �'� � . I--O --0�--� n: � O 6'! min. dimension. 6" max. for pay purposes when Ubid per cubic.yard. O6" min. dimension. Max. for pay purposes ,shail be 6" �� o�� mains 24" and smaller, 9" on mains 30" and larger, when bid per cubic yard. • �3 4" mi�. dimension. 4" max. for pay pu�pos.es when � bid� per cubic� yard. QC1 ass "E" 15f10�# concrete. . i� a��- � CONCRETE ENCASEMENi' � � �-�-,s �� F I G U R E Q. � _` -- ._ ' - 113 �� a DETAt L , E 1-7 Material E 2- 7 Const ruct i on � � � � � - � .>--� � --- " .. � � '" � a ;y - _ �o� �uo� S`� �ub a�,�,��,nsul �� . � � � � O `� ,--��' � � �� _ � � � � _ � � � � � � � � _. Q � � � a � � D__ d 0 0 a � - - NOTICE - - - - The following blank spaces in the Certificate of Insurance, Performance, Payment and Maintenance Bonds, and Contract are not to be filled in by the Bidder at the time of submitting his Proposal. These forms are included herein to familiarize the Bidder with such forms which the successful Bidder will be required to execute. 0 .. t � � � ' � � ' ' ' ' � ' � I� i1 , � � � � CERTIFICATE OF INSURANCE TO: CITY OF FORT WORTH Date; NAME OF PROJECT: PROJECT NUMBER: IS TO CERTIFY THAT : is, at the date of this certificate, Insured by this Company with respect to the business operations hereinafter described, for the type of insurance and accordance with provisions of the standard policies used by this Company, and further hereinafter described. Exceptions to standard policy noted on reverse side hereof. TYPE OF INSURANCE Policy Effective Expires Limits of Liability Worker's Compensation Comprehensive General Liability Insurance (Public Liability) Blasting Collapse of Building or structures adjacent to excavations Damage to Underground Utilities Builder's Risk Comprehensive Automobile Liability Contractual Liability Bodily Injury: Ea.Occunence: $ Property Damage: Ea.Occurrence: $ Ea.Occurrence: $ Ea.Occurrence: $ Ea.Occurrence: $ Bodily Injury: Ea. Person: $ Ea. Occurrence: $ Property Damage: Ea. Occunence: $ Sodily Injury: Ea.Occurrence: $ Property Damage: Ea.Occurrence: $ Other Locations covered: Description of operations covered: 'The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or canceled by the insurer in less than five (5) days after the insured has received written notice of such change/or cancellation. Where applicable local laws or regulations require more than five (5) days actual notice of change or cancellation to be assured, the above policies contain such special requirements, either in the body thereof or by appropriate endorsement thereto attached. A¢encv Fort Worth A�ent By Address Title J � � � �I 'I J 'I '1 !1 J J ' � J r� � � ' CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A Labor Code Section 406.096, Contractor certifies that it provides workers' compensation insurance coverage for all its employees employed on city of Fort Worth Project Number PS58- 070580410060 5TOCKER ENTERPRISES, INC. ONTRA OR A "�� By: ��251 d�,m.-% Title � - �-i — ol.� Q Q Date STATE OF TEXAS COUNTY OF TARRANT � � BEFORE ME, the undersigned authority, on this day personally appeared�� t� 5-Fo c j�;' known to me be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of tpG P.i/ � ntPX� f I.r,P� .��SC • for the purpose and consideration therein expressed and in the capacity therein stated. � GIVEN iJNDER MY HAND AND SEAL OF OFFICE this "�' �� day of ��[.� .� �000. � ��lz.�-�.-c.�SZ �u.c.-- C� � Notary Public in and far the State of Texas ��•�� DENISE KINCAID � �* NOTARY PUBLIC STATE OF TEXAS +�oF+� My Comm. Exp.10-20-2003 � � � _'J � � PERFORMANCE BOND Bond No. KO-5953376 TI� STATE OF T'EXAS COUNTY OF TARRANT KNOW ALL MEN BY TI�SE PRESENTS: That we (1) STOCKER ENTERPRISES, INC. a(2) CORPORATION of TEXAS, hereinafter call Principal, and (3)INDEM1vITY INSURANCE COMPANY OF NORTH AMERICA a corporation organized and e�usting under the laws of the State and fully authorized to transact business in the State of Texas, as Swety, are held and firmly bound unto the City of Fort Worth, a municipal corporaUon arganized and existing under the laws of the State of Texas, hereinafter called Owner, in the �nal sum of: FOUR HUNDRED SEVENTY-FOUR THOUSAND EIGHT HUNDRED FIFTY-SIX AND 75/100. ($474.856.751 Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant Counry, 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. T'HE 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 JaN �� 7�� .1999 a copy of which is hereto attached and made a part hereof, for the construction of: MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 11. PART 4, UNIT 1. Designated as Project No. (s) PS58-070580410060. 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 refened to as the "work". � NOW T'HEREFORE, 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 Surery, and if he shall satisfy all claims and demands incuned 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. PROVIDED FLTRT'HER, that if any legal action filed upon this bond, venue shall lie in Tarrant County, State of Texas. 1 � �! F1 � � � � AND PROVIDED FURTI�R, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteraUon or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligaUons on this bond, and it dces hereby waive noUce of any such change, e�tension of time, alteraUon or addition to the terms of the contract ' or to the work or to the spec�caUons. IN WITNESS WHEREOF, this instnunent is executed in 10 counterparts each one of which shall be deemed an original, this the �of � , 1999. Zp hc fATTEST�� P STOCKER ENTERPRISES, INC. (Principal) Secretary (SEAL) arU�J � lJCl�1i�- � � � �! �CL:X.IX� V6'itness as to,Princi I G� i K�,��.�. ��2 . � Addres� � ST: r � �.�� E (Sur ) Secretary (SEAL) � �`�� imess as to Surety 811 Lamar, Suite 310, Fort Worth Texas 76102 (Address) CIP _.E��10�—• BY: Tide: �1'��S ( L� �/�1 � 1051 KENNEDY LANE FORT WORTH, TEXAS 76131 (Address) Indemnitv�insurance Companv of North America Sur ty BY: � (Attorney ' -fa ;t) Martin A. Prisant 811 Lamar. Suite 310, Fort Worth Texas 76102 (Address) NOTE: Date of Bond must not be prior to date of Contract (1) Conect Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct name of Surety (4) If contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attomey-in-Fact.. F2 t � L� PAYMENT BOND Bond No. KO-5953376 S TI� STATE OF TEXAS COUNTY OF TARRANT l. KNOW ALL MEN BY TF�SE PRESEN'TS: That we (1) STOCKER ENTERPRISES, INC, a (21 CORPORATION of TEXAS, hereinafter call Principal, and (3) INDEMNITY INSURANCE COMPANY '� OF NORTH AMERICA, a corporation organized and existing under the laws of the State and fully authorized to ' transact business in the State of Texas, as Surery, are held and firmly bound unto the City of Fort Worth, a � municipal corporation organized and existing under the laws of the State of Te�s, hereinafter called Owner, and � unto all person, firms, and corporations who may furnish materials, for or perform labor upon the building or improvements hereinafter referred to in the penal sum of : FOUR HUNDRED SEVENTY -FOUR THOUSAND EIGHT HUNDRED FIFTY-SIX AND 75/100. L� r� ($474.856.75) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly to these presents. TI� CONDITION OF THIS OBLIGATION is such that Wher entered into a certain contract with the Ciry of Fort Worth, the Owner, dated the day of � A.D. , 1999, a copy of which is hereto attached and made a part thereof, for the construction of:: MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABII,ITATION AND IMPROVEMENTS (GROUP 7. CONTRACT 1). PART 4. UNIT 1. Project No. (s)PS58-070580410060. a copy of which is hereto attached, referred to and made a part hereof as fully and to the same ea-tent as if copied at length herein, such project and construction being hereinafter referred to as the "work". � NOW TI�REFORE, the condition of this obligation is such that, if the Principal shall prompfly make payment to all claimants as defined in Article 5160, Revised Civil Statutes of 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. F10 � ' ' , 0 �� TF� 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 FLTRTI�R, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas, that the said Surety, for value received, hereby stipulates and agrees that no change, e�tension of time, alteration of addition to the terms of the contract or to the work to be performed thereunder or the specificarion s accompanying the same shall in any wise affect its obligarion on this bond, and it dces herebv waive notice of any such change, e�ctension of time, alteration or addition to the terms of the contract or to the work to the specifications. PROVIDED FiJRT'HER, that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder whose claim may be unsaUsfied. IN WITNESS WHEREOF, this instnunent is executed in lOcounterparts each one of which shall be deemed an original, this the t�` day of �C�,Y�IiCI�� A.D.,1991 Z�G�c lr ' ATTEST: LJ �� l� � �� (Principal) Secretary (SEAL) 7��Y1,� � �1.,,�z �%Q�.� �itness as to Principal l i; 5 i I�,vv►�� `r�� . U� �-, � ��31 �Address � � T: n � (S ) Secretary L.4 r� �sE�,� �_ 0 f� Witness � � 811 Lan � ' Surety Suite 310, Fort Worth. Texas 76102 STOCKER ENTERP SES, INC. BY: �' P -�� Title: �1��5 I � iiti��1 � 1051 KENNEDY LANE FORT WORTH, TEXAS 76131 (Address) Indemnitv dnsurance Companv of North America Surety � � , BY: (Attorney ' -fact Martin A. Prisant (Address) 811 Lamar, Suite 310, Fort Worth, Te�s 76102 (Address) NOTE: Date of Bond must not be prior to date of contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct name of Surety (4) If contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney in Fact. � � MAINTENANCE BOND No. KO-5953376 �� TI� STATE OF TEXAS § � COUNTY OF TARRANT § r KNOW ALL MEN BY T'I�SE PRESENTS: That (1) STOCKER ENTERPRISES, INC. as Principal, acting herein by and through (2) DAVID STOCKER its duly authorized PRESIDENT and (3) INDEMNITY INSURANCE COMPANY OF NORTH AMERICA a corporation organized under the laws of r� the State of Pennsylvania, as surety, do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, A Municipal Corporation, chartered by viriue of Consritution and laws of the State of Texas, at Fort Worth, in Tarrant County, Te�s the sum of � FOUR HUNDRED SEVENTY-FOUR THOUSAND EIGHT HUNDRED FIFTY-SIX AND 75/100. , (�474.856.75) 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 themseives, their heirs, executors, administrators, assigns and successors, jointly and severally. �° This obligation is conditioned, however; that, WHEREAS, the Principal has entered into a certain contract with the City of Fort Worth dated � . If3N O 4%�O� 1999, the performance of the following described public work and the construction of the following described public improvements: r^ MA.INS BR AND 279 DRAINAGE AREA SA1vITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1). PART 4. UNIT 1. � of same being refened to herein and in said contract as the Work and being designated as Project No. (s) PS58- 070580410060and said contract, including all of the specifications, conditions and written instruments referred to therein as contract documents being hereby incorporated herein by reference for all purposes and made a part hereof, the same as if set out verbatim herein; and , WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work r� that it will remain in good repair and condiUon for and during the period One (1) Year after the date of the final acceptance of the work by the City; and WI�REAS, said Contractor binds itself to maintain said work in good repair and condition for said term of One (1) Year; and, WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at any time within said period, if in the opinion of the Director of the Water Departinent of the City of Fort Worth, it be necessary; and, ' WHEREAS, said Contractor binds itself, upon receiving notice of the need therefor to repau or reconstruct said work as herein provided. 4 � FS l_ � Y � �� NQW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or reconstruct said work in accordance with all the terms and conditions of said Contract, these presents shall be null and void, and have no force or effect. Otherwise this Bond sl�all 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 presczibed 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 � e�austed. VJHEREAS, all parties covenant and agree that if any legal action be filed upon tlus bond, venue shall lie in Tarrant County, Te�s; and, IN WITNESS VVF�REOF, this instrument is executed in 10 counterparts, each one of which shall be deemed an original, dated� �, 1� i9'lg.' J la 0 D � ATTEST: �/ - • �, � � C� (Principal) Secretary (Seal) STOCKER ENTERPRISES, INC. PRINCIPAL (4) BY: . -�� Title: i 1��' S I CU�- � l. � � � �� 1 L 1051 KENNEDY LANE , , FORT WORTH, TEXAS 76131 ,(\ij�� % l�X��-' (Address) itness as to Principal �, INDEMNITY INSURANCE COMPANY OF NORTH AMERICA 1�5� i��;�41�C�-j��fl � �I��-''�'j� urety �, � 7l�(3{ (Address) BY: f�ti( L� ATTEST: (Attorney-in- act) � Martin A. Prisaut � 811 Lamar, suite 310, Fort Worth Texas 76102 � (Address) U(Surety) Secretary NOTE: Date of Bond must not be prior to date of Contract (SEAL) � Witness as to Surety 310, Fort Worth Texas 76102 F6 (1) Correct Name ofContractor (2) A Corporalion, a partnership ar an Individual, as case may be (3 ) Correc[ name of Surety (4) If Contractor is Parfnetship a11 Partners should execute Bond (5) A true copy of Power of Attarney shall be attached to Bond by Attorney-in-Fac�t. � �. � �Z a�� 1'. �. , �'�'oweY ot' Attorney �� O Q �- N � , � N a � N (a � � �. .Q C ± � � � � � �wU� � , `�-- � -QO� ;� �c�> ;II z�� n4 �� 7 v: (0 � : p N ��, � � � nW' 1 � r O .;�� i c � �;�� 3I� O C ; E'— ` � " o ca ` � >, n V (a �N O � � Z U L,: a t,BS-38449d IN WITNESS WHEREOF, the said Williazn Jungrei� , Vice-President, has hereunto subscribed his name and �xed the cocporate seal ofthe said INDEMNITY INSURANCE COMPANY OF NORTH AMERICA this 14th day o1 Jul} 1995 . �pY�'��wMyyy INDENINITY INSURANCE COMPANY OF NORTH AMERICA = �`�, rt�iv,�,yya� 3'��;v�is�.,°�� .= ��2.J •r 7`.Efi n � r1 n� . 1�. L Sl :' =L•�,,•ey�+r39 a'�' V. - � ,` c ;'��^"'T..� Ks,�A'F �� '" William Jungreis , Vice President ! COMMONWEALTH OF PENNSYLVANIA � COUNTY OF PHILADELPHIA ss. On This 14th day of July , A.D. 1999 , before me, a Notary Public of the Commonwealth of Pennsylvania in and for the County of Philadelphia came � W illiam Jungreis , Vice-President of the INDEMNITY INSURANCE COMPANY OF NORTH AMERICA to me personally known to be the individual and officer who executed the preceding instrument, and he acknowledged that he executed the same, and that the seal �xed to the preceding instrument is the cotporate seal of said Company; that the said coiporate seal and his signature were duly �xzd by the authority and direction of the said coiporation, an� that Resolution, adopted by the Board of Directors of said Company, referred to in the preceding instrument, is now in force. IN TESTIMONY WHEREOF, I have hereunto set my hand and �xed my official seal at the City of Philadelphia the day and yeaz first above written �� CIGNA .. ,,, ,, , Know all men by these presents: That INDEMIVITY INSURANCE COMPANY OF NORTH AMERICA , a coiporation of the Commonwealth of - Pennsylvania , having its principal office in the City oi Philadelphi< Pennsylvani; , pursuant to the following Resolution, adopted by the Boazd of Directors of th " said Company on December 5, 1483, to wit: "RESOL VED, That pursuant to Articles 3.18 and 5.1 of the By-Laws, the following Rules shall govem the execution for the Comparry of bonds, undertakings, recogniaances, corAracts and other wcitings in the nahue �� thereef i (1) That the President, any Senier Vice President, any Vice President, and Assistant Vice President, or any Attomey-in-Fact, may execute for and on behalf ef the Company any and all bcmds, imdertakings, recognimnces, - contracts and other writings in the nature thereof, the same to be attested when necessary by the Co`porate Secretary, or any Assistant Corperate Szeretary, and the seal of fhe Company atiuced therete; and that the = President, any Sertior Vice Presideny any Vice President or any Assistant Vice fresident may appomt and aufhonze any other Officer (elec[ed or appointe� of the Company, arrt Attomeys-In-Fact to so execute or - attes[ to the execution of all such wntings on behaif of the Ccm�pany and to affix the seal of the Campany therete. . (2) My such wnting �ewted in acccxdance with these Rules shall be as bindittg upon the Company in any case as though signed by the President and attes[ed to by the Cocpcxate Secretazy. - (3) The signature of the Presiden� or a Senicx Vice President, er a Vice President, or an Assistant Vice President and the seal of the Company may be affixed by facsimile on arry power of attnmey g�an[ed pursuant to this Resolution, and the signature of a certifying O�cer and the seal of the Comparry may be aff'ixed by facsimile to any certificate of any such power, and any such powe: or certificate beaeing such facsimile signature and - seal shall be valid and binding on the Company. , (4) Such ot}ter Ofi"icets of the Company, and Attomeys-In-Fact shall have aut}wriry to certify or verify copies of ihis ResolutierS the By-I.aws of the Company, and any affidavit or record of the Company necessary to the dischazge of their duties. _ (� The passage of this Resolution does not revoke any earGer authoiity granted by Resoluticros of the Board of Duectors adopted on 7une 9, 1953, May 28, 1975, and Mazch 23, 1977." does hereby nominate, constitute and appoint MARTIN A. PRISANT Of th0 Clty Of M1anli, State of Florida , each individually if there be more than one � named, its true and lawful attomey-in-fact, to make, execute, seal and deliver on its behalf, and as its act and deed any and all bonds, undertakings, recognizances, contracts and other writings in the nature thereof in penalties not exceedinc Five Hundred Thousand Dollars ($500,000 and the execution o� such writings in pursuance of these presents shall be as binding upon said Company, as fully and amply as if they had been duly executed and ackowledged •"= by the regulazly elected officers of the Company at its principal office. ;...mHn>rr �� F� � �1�� ,' _ � `',� 4� � t ' _ • S, � � . = :�,�•.��_�tir: � y_Y : - • V$�,r ''��'� RY � '�n,r.,uu �u,�.��` �� INDENINITY INSURANCE COMPANY OF NORTH AMERICA Bond No.: KO-5953376 NOTARIAL SEAL DEBRA M. MARANO, Notary Public City of Philadelphla, Phlla. County My Commission Expires Dec 20, 1999 ! /� ..� Notary Public I, the undersigned Secretary of INDEMNITY INSURANCE COMPANY OF NORTH AMERICA , do hereby certify that the original POWER OF ATTORNEY, of which the foregoing is a substantially true and correct copy, is in full force and effect. In witness whereof, I have hereunto subscribed my name as Secretary, and �xed the corporate seal of the Corporation, this �� day of B� � entl � e i�9 �� ,,�:';°��v �`"v> a ,��,.r- -�.. r�t s��V:cs �. � = :`�'i'J •t : ��?g' : :�r :- ' � 3g'� z �• 1,�%:a"Ia��Fc' 'i,�J � ' '� Fc : "'�.. M ,��`.r�," ��yMw �� N�. �� y� Debra H. Paziora , Secret�y THIS POWER OF ATTORNEY MAY NOT BE USED TO EXECUTE ANY BOND WITH AN INCEPTION DATE AFTE: July 14, 2001 . NOT VALID UNLESS PRINTID ON TEAL BACKGROUND 1 � PART G - CONTRACT '�l THE STATE OF TEXAS § Y � COUNTY OF TARRANT § � JAN 0 4 2000 THIS CONTRACT, made and entered into by and between the City of Fort Worth, a home-rule mtmicipal corporation located in Tarrant County, Texas, acting through its City Manager . thereunto duly authorized so to do, Party of the First Part, hereinafter termed "OWNER", and � STOCKER ENTERPRISES. INC.of the City of FORT WORTH County of TARRANT and State of TEXAS, Party of the Second Part, hereinafter termed "CONTRACTOR". � � "1 CI WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the Pariy of the First Part (Owner), said Party of the Second Part (Contractor) hereby agrees with the said party of the First Part (Owner) to commence and complete certain improvements described as follows: MAINS BR AND 279 DRAINAGE AREA SAIVITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1), PART 4, U1VIT 1 pAnd all extra work connected therewith, under the terms as stated in the Contract Documents, and at his (their) own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, � superintendent, labor, bonds, insurance, and other accessories and services necessary to complete the said construction, in accordance with all the requirements of the Contract Documents, which include all maps, plats, blueprints and other drawings and printed or written explanatory matter thereof, and the specifications thereof, as prepared by the Engineers employed by the Owner, each of which has been Oidentified by the endorsement of the Contractor and the Engineers thereon, together with the Contractor's Written Proposal and the other parts of the Contract Documents hereto attached, including the Fort � Worth Water Department General Contractor pocuments and General Specifications, all of which are made a part hereof and collectively and constitute the entire contract. �_ � � ' ' G1 ' �I i�� D D J !J � !J � '� '� ��1 'J �� J If� �i •l The Contractor hereby agrees to commence work within ten (10) days after the date written notice to do so shall have been given to him, and to substantially complete same within the time stated in the proposal. The Owner agrees to pay the contractor in current funds for the performance of the contract in accordance with the Proposal submitted therefor, subject to additions and deductions, as provided in the Contract Documents and all approved modifications thereof, and to make payment on account thereof as provided therein. IN WI"INESS 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 (Owner) Party of the First part BY: �,�� ASST. City Manager CW ATTEST: / �0 .a_��!Sm/ City Secretary (Seal) WITNESSES: STOCKER ENTERPRISE, INC. 1051 KENNEDY LANE FORT WORTH. TX 76131 Contractor By:�� Title: ��Q,S ( Q�Qi� 1 : ' �Z�II�� . �= '� . �,�.. ) :4': .. ' � A. Douglas Rademaker, P.E. Director Department of Engineering �w Approved as to Form and Legality: �J Gary Steinberger, Asst. City Attorney c � /'7'78g Contract Authorizatiori �a �-a �-- �'9 Date � ( U D a 0 0 D �- � D , ��-� D � � a Q____ D � Q 0 APPENDIX A Pe�mits/Easements � � EASEMENT DOCUMENTS � �ix 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 - Department of Engineering plans desk. Bidders shall be provided with copi�s of any right of � entry or easements upon request. The terms of all Special Provisions or Conditions far easements shall be apphcable. The responsive low bidder(s) will be fiunished with a copy of � Appendix B after awazd of contract. Bidders shall not remove any of the six copies from the plans desk. � � � �=�� D � � � �� _� _ _ D D a D Appendia A 1 �.! �- D D 0 �1 D- a 0 .D-�� 0 � � Q o- - - a a 0 0 APPENDIX B S'tate �Zevolving Fund (SRF) Requirements � C � '�.� u � PRIVITY OF CONTRACT. TWDB CONTRACT CONDITIONS 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 departments, agencies or employees is, or will be, a party to this contract or any lower tier contract. This contract is subject to regulations contained in 31 TAC Chapter 363 in effect on the date this contract is executed. DEFINITION. The term "TWDB° means the Executive Administrator of the Texas Water Development �. _ Board, or other person who_ may be at the time_ acting in the capacity or authorized to _ _ -- -----= - perform t�ie functions of such Administrato�, o� the auttiorized representative thereof. � � J FINAL PAYMENT. The retainage and its interest eamings, if any, shall not be paid to the Contractor until the 7WDB has authorized a reduction in, or release of, retainage on the contract work. REW�VIF-�Y-41E1FP1�� "�":�-'FV1FB8:- �� _:.�' a � L�J �I� � I�� (a) The Owner, authorized representatives and agents of the Owner, and the TWDB shall, at all times have access to and be permitted to observe and review all work, materials, equipment, payrolls, personnel records, employment conditions, material .invoices, and other relevant data and records pertaining to this Contract, provided, however that all instructions and approval with respect to the work will be given to the Contractor only by the Owner through authorized representatives or agents. (b) Any such inspection or review by the TWDB shall not subject the state of Texas to any action for damages. FLOOD HAZARD INSURANCE This provision applies to any contract which will construct structures that are insurable under the Nationa! Flood Insurance Program of the Federal Emergency Management Agency. The Contractor shall apply for flood insurance on all insurable structures that will 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 shall obtain -- ---the-flood hazard-insuFance-as-soon-as-possibl�and-submi�-a-copy-of-the-policy-to-the- Owner. - ARCHEOLOGICAL DISCOVERIES. , Q No activity which may affect a State Archeological Landmark is authorized until the Owner has complied with the provisions of the Antiquities Code of Texas. The Owner has previously coordinated with the appropriate agencies and impacts to known cultural D, or archeological deposits have been avoided or mitigated. However, the Contractor may encounter unanticipated cultural or archeological deposits during construction. � A1-1 � � l�J C� l�l u If archeological sites or historic structures are discovered- after construction operations are begun, the Contractor shail immediately cease operations in that particular area and notify the Owner, the TWDB, and the Texas Historical Commission, (512-463-6096). The Contractor shall take reasonable steps to protect and preserve- the discoveries until they have been inspected by the Owner's representative and the TWDB. The Owner will promptly coordinate with the Texas Historica( 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 activity is authorized that is likely to jeopardize the continued �existence of a threatened or endangered species as listed or proposed for listing under the Federal �___ -- _- --�ndangered Species Act=(ESA), and/or-the-State of-TexasParks and-Wildlife=Code=or�=== Endangered Species, or to destroy or adversely modify the habitat of such species. l■� � � � ' � ' � � 1 � � If a threatened or endangered species is encountered during construction, the Contractor shall immediately cease work in the area of �the encounter and notify the Owner, who will immediately implement actions in accordance with the ESA and applicable State statutes. These actions shall include reporting the encounter to the T�"VBB�t�c- U.C. Fisf�aFld--�IVildli#e—Se�riee; ar�d--#tie—�exas-�'arl�s--and—WildlifE Department, obtaining any necessary approvals or permits to enable the work to continue, or implement other mitigative actions. The Contractor shall not resume construction in the area of the encounter until authorized to do so by the Owner. LAWS TO BE OBSERVED. 1n the execution of the Contract, the Contractor must comply with all applicable Local, State and FederaNav�s; i�cluding but not limited to laws concemed with labor, safety, minimum wages, and the environment. The Contractor shall make himself familiar with and at all times shall observe and comply with all Federal, State and Local laws, ordinances and regulations which in any manner affect the conduct of the work, and shall indemnify and save harmless the Owner, the TVVDB, and their representatives against any claim arising from violation of any such law, ordinance or regulation by himself or by his subcontractor or his employees. HAZARDOUS MATERIALS. Materials utilized in the project shalt be free of any hazardous materials, except as may --b�specifically provided-for-in-thespecifications. -- -- � �-- If the Contractor encounters existing material on sites owned or controlled by the Owner or in material sources that are suspected by visual observation or smell 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. TF�e Owner may suspend the work, wholly or in part during the testing, removal or disposition of hazardous materials on sites owned or controlled by the Owner. A1-2 1 � � '� J � � �� EQUAL EMPLOYMENT OPPORTUNITY During t�ie performance of this contract, the Contractor agrees as follows: (1) The Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, age, handicap, or national origin. The Contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, age, handicap, or national origin. Such action shall include, but not be limited to the following: Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The _- - -Contractor- agrees to- pos� irr-conspicuous= places,: available-ta- employees-and= _ applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. (2) The Contractor will, in al�solicitations or advertisements for employees placed by or D on behalf of the Contractor, state that all qualified applicants will receive considerations for employment without regard to race, color, religion, sex, age, ha�diEa�r-t�a�io�al--oH�in. ��. �J D ti �'� (3) The Contractor will send to each �abor union or representative of workers with which he has a collective bargaining_ agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the Contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employees. (4) The Contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, the Age Discrimination in Employment Act of 1967,29 U.S. C.A. 621 (1985), Executive Order 12250 of November 2, 1980, the Rehabilitation Act of 1973, 29 U.S.C.A. 701 et seq. (1985), and of the rules, regulations, and relevant orders of the Secretary of Labor. D(5) The Contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary D of Labor, or pursuant thereto, and will permit access to his baoks, records, and accounts by the administering agency and the Secretary of Labor for purposes of - - - - - — investigatiomto-ascertaimcompliance-with-suctrrates� regt�lations; and orders: � � � ' � (6) In the event of the Contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invested as provided in Executive Order 11246 of September 24, 1965, or A1-3 �� I O � L■J L�!' l�. � l!' � U`- :_ ;,- � � � � � u i C �� C'�� by rule, reguiation, or order of the Secretary of Labor, or as otherwise provided by Law. - - - - - - - - - - - {7) The Contractor will include the portion of the sentence immediately preceding paragraph 1, and the provisions of paragraph 1 through 7, in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance: PROVIDED, HOWEVER, That in the event a Contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency the Contractor may request the United States to enter into such litigation to protect the _ interest of the United States_ _ ___ _ _ _ _ __ _ __ _ ____ _ _ (8) The Contractor will comply with Executive Order 11246 based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the Standard Federal Equal Employment Opportunity- Construction Contract- Specifications, as set forth in 41 CFR Part 60-4 and its efforts to meet the goals established for the geographical area where the Contract is to be performed. The hours of minority and female employment and training must be substantially uniform throughout the length of the Contract, and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of ineeting the Contractor's goals shall be a violation of the Contract, the Executive Order, and the regulations in 41 CFR Part 60-4. The goals are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Goals are published periodically in the Federal Reqister in notice form, and such notices may be obtained from any office of federal contract compliance's programs office or from federal procurement contracting officers (512) 229-5835. The Contractor is expected to make substantially uniform progress toward its goal in each craft during the period specified. Whenever the Contractor, or any subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in __ excess of $10,000 the_ p[ovisions of these_ specifcations and the_ notice whici�contains _ __ __ the applicable goals set for minority and female participation and which is set forth in the solicitations from which this contract resulted. A1-4 0 D - S.R.F. D__ ______ __ _ __ 1. The Contractor shall complete the two attached Texas Water Development Board n forms at time of contract execution. u 2. The Contractor shall submit along with the by-monthly payroll certification the � attached form SRF-74, Certification By Contractor for Labor Standard Compliance. U o=- _--__- - 0 a �. _f 0 o � D D � Q D 0. a � � CONTRACTOR'S ACT OF ASSURANCE STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, DENISE KINCAID , a Notary Public duly commissioned and qualified in and for the County of TARRANT in the State of Texas came and appeared STOCKER ENTERPRISES, INC.. as represented by DAVID STOCKER , the corparation's PRESIDENT , who declares he/she is authorized to represent STOCKER ENTERPRISES, INC. pursuant to provisions of a resolution adopted by said corporation on the 19� day of MAY , 1995 (a duly certified copy of such resolution is attached to arid is hereby made a part of this document). � DAVID STOCKER . as representative of STOCKER ENTERPRISES, INC. declares that he/she assures the Texas Water Development Board that it will construct MAIN BR AND MAIN 279 GROUP 7. CONTRACT 1, PART 4 project at Fort Worth . Texas, in accordance with sound construction practice, all laws of the State of Texas, and the rules of the Texas Water Development Board. G�VEN iTNDER MY HAND and seai of office this 4�' day of JANUARY � 2000 A.D. �.J�-u-� u;+�-c �- c.� � Notary of Public in Tarrant County, Texas `�r��.SE / I inC�Q, � Printed Name 9 .�1es� _ ,�*Y'� DENISE KINCAID �: * � � NOTARY PUBLIC . STATE OF TEXAS ��''g�F'� My Comm. Exp.10-20-2003 , � A3-1 � � _ a , CONTRACTOR � ACT OFASSURANCE aSTATE OF TEXAS •- � COUNTY OF BEFORE ME, , a Notary Public duly commissioned aand qualified in and for the County of in the State of Texas � came and appeared , as represented by • , the corporation's , who = _ � _ _ _ declares he/she is_authorizecLto represent_ � _ �_ — � pursuant to provisions of a resolution adopted by said corporation on the day of , 19 (a duly certified copy of such resolution is attached to and 0 is hereby made a part of this document). ; as the representative of "� declares tha# assures the Texas Water Development Board that Qit will construct project at . Texas, in accordance with sound construction practice, all laws of the State of Texas, and the 0 rules of the Texas Water Development Board. � G1VEN UNDER MY HAND and seal of office this day of 199 AD O a___ _ � _ ___ _ _____ - aPrinted Name � My Commission expires D� a A3_, .- :. ` , CONTRACTOR'S ACT OF ASSURANCE RESOLUTION VIRGINIA STOCKER � NAME I hereby certify that it was RESOLVED by a quorum of the directors of the STOCKER ENTERPRISES. INC. . meeting on the 19�' day of Mav , 1995. Name of Corporation that DAVID STOCKER , be, and hereby is authorized to act on behalf of STOCKER ENTERPRISES. INC. as its representative, in all business transactions Name of Corporation conducted in the State of Texas, and; That ail above resolution was unanimously ratified by the Board of Directors at said �neeting and that the resolution has not been rescinded or amended and is no�° in full forces and effect; and; In authentication of the adoption of this resolution, I subscribe my name and affix the seal of the corporation this 4�' day of January , 2000 . Secretary (Seai) A4-1 � � D O � a 0 -__-- -_- D � U_� � Q � � 0 � � a a� 0 � �- .�, ' i CONTRACTOR'S ACT OF ASSURANCE RESOLUTION- Name I hereby certify that it was RESOLVED by a quorum of the directors of the Name of Corporation meeting on the day of , 19 , that , be, and hereby is authorized to act on behaif of , � Name of Corporation as its representative, in all business transactions conducted in the State of Texas, and; That all above resolution was unanimousiy ratified by the Board of Directors at said meeting and that the resolution has not been rescinded or amended and is now in ft�lf-forees--a�d-e�feet; at�d; � In authentication of the adoption of this resolution, 1 subscribe my name and affix the seal of the corporation this day of , 199 . Secretary (seal) A4-1 ,� ' . � R ". s . � .i _� 1` � � � �� SECRETAR Y OF ST�4 TE � CERTIFICATE OF Il1iCORPORATI01�' UF STOCKER ENTERPRISES, INC. � CHARTER N�JMBER 1356961-00 � The undersigned, as Secretary of State of Te�as, hereby e�rtifies that the attached Articies of Lncorporation for the above named corporation have been recei�ed in this office and are found to conform to law. ACCORDINGLY, the undersigired;-as Sec�re�a� �iate, and b3� virtue of the authority vested in the Secretary b3� lav��, hereby issues this Certificate of Incorporation. Issuance of this Certificate of Incorparation does not autharize the use of a corporate name in this state in violation of the rights of another under the federa117rademark Act of 1946, the Texas trademark law, the Assumed Business or Professional Name Act, or the common lav��. � Dated: May 19, 1995 Effective May 19, 1995 � LO��- . A�1�r+in I1 f;�►*-�n Tr . ��.• .� • ' . . ❑ ARTICLES OFINCORPORATION OF STOCKER E�rTERPRISES, INC. .. -�._ fx�U """'_`_'_----�� r� � o�:� o; thE SC:l+. _ �� J�r r+. �a: (1� fG.:t J � MAY 19 1995 � � r' , — �l.j�'r'�,?^ir.;; (:.i�+e:: ��:: i E,'.�t i - t -- t a ARTICLE O�E The name of the Corporation is STOCKER ENTERPRISES, INC. ARTICLE TV�'O The period of its duration is perpetual. ARTICLE THREE The purpose for which the Corporation is organized is the transaction of any and all lawful business for which a corporadon may be incorporated under the Texas Business Corporation Act. ARTIC�.E FOUR The aggregate number of shares which the Cvrporation shatl have authority to issue is One Hundred Thousand (100,00U). The shares shall have no par value. ARTiCLE FIVE The Corporation will not commence business until it has received for the issuance oi its shares consideration of the value of �1,000.00, consisting of money, labor done or property actually received. ' 0 ARTICi.ES OF INCORPORATION OF �T(N'KFR FN i'FRPRTSFS.1�'�:.. PArF 1 . -�, - '� - ' . � � ARTICLE SIX � The street address of its initial Registered Office, and the name of its initia] Registered Agent at this address, is as follows: � David Stocker 3000 Sho� �Streets � Fort Worth, Texas 76107 ARTICLE SEVEN The number of initial D'uectors is two. The names and addresses of the initial directors are: � David Stocker � 3000 Sho� Streets � ' Fort Vvorth, Texas 76107 Virginia Stocker 3000 Shots Streets Fort Worth, Texas 76107 ARTICLE EI G H T The name and address of the Incorporator is: Marilyn S. Hershman 408 W.17th Street, Suite 101 Avstin, Texas 78701-1207 � (512) 474-2002 IN WITNESS WHEREOF: I have hereunto set my hand this 19th day of May,1995. � : . �� s ��. � Marilyn S. Hershman, Incorporator � ARTICLES OF INCORPORATTON OF �Tnr'KF,R F,T�'T"FRPRTSF4 TNr'.. PArP ? � � � - CERT{FiCATION BY CONiRACTOR U-- - : -- - - - of - - - - - - - LABOR S7ANDARDS COMPLIANCE OIn accord�nce with Title 29, Subtitle A, Part 5, Section 5.6(A)(1), each monthly � engineering estimate must be accompanied by the following certificate executed by a each prime contractor employing mechanics and laborers at the work site in which the federal government is to participate: � Date Estimate Number: for period to � � __ _ �__ _ _ Name of Project -_ _- _ Location _ _ __ _ _ - � Contract Number Date of Contract Awarded State Revolving Fund Loan Number - - - - aI hereby cer�ify that all of the contract requirements as specified under fhe labor st�iar_ds h�P hPPn com__nliPci witl�hy� �, as principal contractor and by each subcontractor (Name of Contractor) � employing mechanics or laborers at the site of the work, or there is a substantial dispute - Dwith respect to the required provisions. � 0 Name of Contractor/Subcontractor " � Signature and Title Notes: a1. This certification may be placed on the estimate or on a separate sheet attached to the estimate. Q___ ___ ____ 2. The Texas Water DevelopmentBoard_shall�prior_to_appro�cin��coucher�—_ satisfy itself that copies of these certificates_ are on file with the owner. _ _ � � � L � A5-1 City of Fort Worth, Texas n✓�Ayar And Caunc�l C,ammun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 12/21/99 **C_17788 � 30PROSPECT I 1 of 2 SUBJECT AWARD OF CONTRACT TO STOCKER ENTERPRISES, INC. FOR MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1) PART 4, UNIT 1 RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Stocker Enterprises, Inc. in the amount of $474,856.75 for Main BR and 279 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 7, Contract 1) Part 4, Unit 1. DISCUSSION: On August 12, 1997 (M&C C-16214), the City Council authorized the City Manager to execute an engineering agreement with Turner Collie & Braden, Inc. to prepare plans and speci�cations for the reduction of inflow/infiltration in sanitary sewer Main BR and 279 drainage areas. The project is part of the City's Integrated Wet Weather Wastewater Management Program to comply with an administrative order from the U.S. Environmental Protection Agency to eliminate sewer overflows from the City's wastewater collection system. The project consists primarily of the replacement of the following sanitary sewer laterals: 1) L-732; located in the alley between Gould Avenue and Lincoln Avenue between 25th Street and 23rd Street 2) L-734/L-735; beginning from the middle of the alley located between Prospect Avenue and Lee Avenue (21 st Street and 22nd Street), southerly 180 feet, then easterly 100 feet along 21 st Street, then southerly 150 feet along Lee Avenue 3) L-745/L-746/L-747; located in an area generally bound on the north by 25th Street, on the south by Exchange Avenue, on the west by Clinton Avenue and on the east by Ellis Avenue. The neighborhood streets to be impacted by construction consist of 25th Street and Houston Street 4) L-761; located in the alley between Refugio Avenue and Prospect Avenue from 24th Street to 25th Street The project consists of the replacement of approximately 4,800 feet of 8-inch diameter sewer pipe. The project is located in COUNCIL DISTRICT 2, Mapsco 62B, 62F and 62K. City vf Fort Wor�th, Texas �1✓i�Ay�r And Caunc�lr C,an�mun��At�an DATE REFERENCE NUMBER LOG NAME PAGE 12/21/99 **C_17788 30PROSPECT 2 of 2 SUBJECT AWARD OF CONTRACT TO STOCKER ENTERPRISES, INC. FOR MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1) PART 4, UNIT 1 The project was advertised for bid September 16 and 23, 1999. On October 14, 1999, the following bids were received: BIDDER Stocker Enterprises. Inc. William J. Schultz, Inc. d/b/a Circle "C" Construction Company B&H Utilities, Inc. Hall-Albert Construction, Company Jackson Construction, Inc. Long Construction and Engineering, Inc. Conatser Construction, Inc. Cleburne Utility Construction Company Texas-Sterling Construction, Inc. Kebo Services, Inc. AMOUNT $474.856.75 TIME OF COMPLETION 130 Calendar Days 481,468.00 497,407.00 517,567.25 534,037.80 541,861.40 547,199.50 562,763.05 585,541.60 609,205.00 In addition to the contract cost, $34,000.00 is required for inspection and survey and $24,000.00 is provided for project contingencies. Stocker Enterprises, Inc. is in compliance with the City's M/V1/BE Ordinance by committing to 16% M/V1/BE participation. The City's goal on this project is 15%. . FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the State Revolving Loan Fund-Sewer. MG:j Submitted for City Manager's Office by: Mike Groomer Originating Department Head: A. Douglas Rademaker Additional Information Contact: I FUND I ACCOUNT ' � �t0) � G140 I � 6157 � (from) I PE42 541200 A. Douglas Rademaker 6157 � C�NTER I AMOUNT CITY SECRETARY 07042041762 I $474,856.75 � APPROVED �lTY COUNC[L DEC 2I 1999 �L �'� City Secretarp o€ the City of Fort Woat➢�, �'oxas