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Home My WebLink About025288 - Construction-Related - Contract - Stocker Enterprises, Inc.� :� ,� .� �, .� � � � : 7- �z- g 9 �i� ��.�;�;��sA��lf p,�.E. Fi��: . ��5 �S��i��'�'�� ' (;Q� CITY SECRETARY � C . CONTRACT NO. " SPECIFICATIONS I:�.�� STRI�CiION S CONTRACT DOCLMENTS ��.I�NT �EP�R��J1Ehl'� FOR MAIN 183 AND 333 DRAII�TAGE AREA SANiTARY SE�VER SYSTEM IMPROVEMENTS (GROUP 6, CONTd�1CT 3) PART 3, L�TITS 1, 2& 3 �8245, LN- � �� iTNIT 2: L-2995, L-3071, L-7012, L-7013, LH-8248, M-333, & L-31)'�2_ � � -63b�`'. �. D.O.E. PRUJ. NOS. UNI 1: 2093 UNIT �: �581 liNiT 3: 265Q �' ,4. SEWER P . . , �6-07Q46��10?4 � � CITY OF FO1�T WORT�I, TEXAS � 1999 � � � KENNETH BARR B�]3 'i'F,RRELL ;�1AYOR CI � Y N1ANA�LER LEE C. BRADLEY, 1R., P.E. DIRECTOR, WATER DEPARTMENT HUGO A. MALAN��A, I'.E. DIRECTOR, TRANSPORTATiON & PUBLIC WOIZKS DEPT. A. DOUGLAS Rr1llEl�fAKER, Y.E. i'�IRECTOR, DEPf`,RTMEi'dT G� ENGINEERiPdG PREPARED BY TEAGi1E NALL AND �'ERKiNS, INC, :;F;, ;�(�(('r�,��(�� i u . �.i \/ Ua._: ,_,, j�� :� .. �G1��G:�� {A� :+J�p uLfra .r � �'�'��`��F��9n}� ,�!�� e" ��1 � *�� ,� ...... � � , , .iY ;-tiL?'J�! .� � ''�': £�?p9 ,: iR's r� ��'��'�c� � �4�a..•.<.� �, !3 c,; �. .�.,TEt ��s. „ �'~�.> na s .,w �a�•. �w��R� �: � � � � 7_�z—g9 , ,� i �, ., � � n ��i�r' ��=s�,��( p.�.E. �I��' . �f,N°6R,AC1fCJ�5 �O��J��V� �� NSiRIJCi�ON'$ C�� C�.I�I�T DEP�eR��EN'� CITY SECRETARY �� CONTRACT NO. " SPECIFICATIONS AND CONTRACT DOCL MENTS FOR MAIN 183 A'�1D 333 DRAII�,TAGE AREA SANi'i'ARY SE�'VER SYSTEiY1 IMPR�JVEMENTS (GROUP 6, CONT�ACT 3) PART 3, UIVZTS l, 2& 3 _ s «A E7 -32�1�, I..��SC. �°(��f`�'�I�J�� ,-�' �t1NIT 2: L-2995, L-3071, L-7012, L-7023, L�I-8'2�68, M-333, & L-30;�2 � '; L-b3�i�' �.O.E. PROJ. NOS. UNI l: 209.s, UNIT 2: 2581 UN�T "?: 2650�, � SEWER P U�. �viJ.`%��6-07046�4102.4� - � � W � CITY OF FORT WORT�I, T'EXAS 1999 � � KENNETH BARR BC)t3 'iERRELL NIAYOR CI � Y MANAUER LEE C. BRADLE�', JR., P.E. DIRECTOR, WATER DEPARTMEtiT HUGO A. MALAN�,A, I'.E. DIRECTOR, TRANSPORTATION & P(1BLIC WORKS DEPT. A. �JOUGLAS Rr1llEI�IAKER., Y.E. T�IRECTOR, DEPR�TME� •�T GF ENGINEERING PREPARED �?Y TEAGUE NALL Ai�`D PERKINS, INC. � � ,;�;;, ^��i��;�� : �; � . �, �; ��,: , � n ;,,4_�,�� ,, ,G)� s Gi'�� '? �;''« 17�p ��.i'ao ..,;�,��;G~^� ��'�-�?•�� i �~� � 9��*,�ra � . . . , + 1' d-fiL'�O�l ' . . . � '° ��' $n2c79 :',c�: ��,�'•..'�� .•'4,�,� �_� 4,��•.QI�TE'��'- � � A ��`��l.�ilp'�'�,l. � .� .__ , City of Fort Wo�th, Texas �, - ' Mayor and Council Communication DATE REFERENCE NUMBER LOG NAME PAGE 9�7�99 C-17635 30ROUTT 1 of 2 SUBJECT AWARD OF CONTRACT TO STOCKER ENTERPRISES, INC. FOR MAINS 183 AND 333 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 3) PART 3, UNIT 2 RECOMMENDATION: • It is recommended that the City Council authorize the City Manager to execute a contract with Stocker Enterprises, Inc. in the amount of $482,412.00 for Mains 183 and 333 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 6, Contract 3) Part 3, Unit 2. DISCUSSION: On January 26, 1999 (M&C C-17230), the City Council authorized the City Manager to execute an engineering agreement with Teague Nall & Perkins, Inc. to prepare plans and specifications for the reduction of inflow/infiltration in sanitary sewer Mains 183 and 333. The project is part of the City's Integrated Wet Weather Wastewater Management Program to comply with an administrative order from the US Environmental Protection Agency to eliminate sewer overflows from the City's wastewater collection system. The project is generally bound on the north by Beaty Street, on the south by Routt Street, on the east by Mims Street, and on the wes� by Milam Street. The proposed improvements consist of the replacement of approximately 3,500 linear feet of primarily 8-inch sewer pipe. The project is located in COUNCIL DISTRICT 5, Mapsco 80F and K. The project was advertised for bid June 24 and July 1, 1999. On July 22, 1999, the following bids were received: BIDDER Stocker Enterprises Tri-Tech Construction, Inc. Burleson Utilities, Inc. B&H Utilities, Inc. Cleburne Utilities, Inc. Long Construction & Engineering, Inc. J.D. Vickers, Inc. Conaster Construction, Inc. AMOUNT $482.412.00 487,882.20 488,689.25 492,519.00 508,689.00 509,679.00 522,553.00 568,585.25 TIME OF COMPLETION 120 Calendar Days In addition to the contract cost, $34,000.00 is required for inspection and survey and $24,500.00 is provided for project contingencies. Stocker Enterprises, Inc. is in compliance with the City's M/WBE Ordinance by committing to 22% M/V1/BE participation. The City's goal on this project is 21 %. City of Fort Worth, Texas Mayor and Council Communication DATE REFERENCE NUMBER LOG NAME PAGE 9�7�99 C-17635 30ROUTT 2 of 2 SUBJECT AWARD OF CONTRACT TO STOCKER ENTERPRISES, INC. FOR MAINS 183 AND 333 DRAINAGE AREA • SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 3) PART 3, UNIT 2 FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the State Revolving Fund-Sewer. MG:j Submitted for City Manager's Offce by: I FUND I ACCOUNT I � (to) � CENTER I AMOUNT CITY SECRETARY Mike Groomer Originating Department Head: 6140 � � A. Douglas Rademaker 6157 I(from) I APPROVED 9/7/99 City of Fort Wo�th, Texas Mayor and Council Communication DATE REFERENCE NUMBER LOG NAME PAGE 9�7�99 C-17635 30ROUTT 3 of 2 SUBJECT AWARD OF CONTRACT TO STOCKER ENTERPRISES, INC. FOR MAINS 183 AND 333 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 3) PART 3, UNIT 2 � PE42 541200 070420417490 $482,412.00 Additional Information Contact: A. Douglas Rademaker 6157 SPECIFICATION5 AND CONTRACT DOCUMENTS FOR MAIN 183 AND 333 DRAINAGE AREA SANITARY SEWER SYSTEM IMPROVEMENTS (GROUP 6, CONTRACT 3) PART 3, UNITS 1, 2& 3 LTNIT 1: L-3321, LH-8244, LH-8245, LH-8251, LH-8253, & MISC. POINT REPAIRS � IJNIT 2: L-2995, L-3071, L-7012, L-7013, LH-8248, M-333, & L-3072 U1�iIT 3: L-3153, L-3171, LH-8250, L-4363 & L-6364 D.O.E. PROJ. NOS. - UNIT 1: 2093, UNIT 2: 2581, UNIT 3: 2650 - SEWER PROJ. NO. PS46-070460410240 CITY OF FORT V�ORTH, TEXAS 1999 KENNETH BARR BOB TERRELL MAYOR CITY MANAGER LEE C. BRADLEY, JR., P.E. DIRECTOR, WATER DEPARTMENT HUGO A. MALANGA, P.E. DIRECTOR, TRANSPORTATION & PUBLIC WORKS DEPT. A. DOUGLAS RADEMAKER, P.E. DIRECTOR, DEPARTMENT OF ENGINEERING 0 I PREPARED BY TEAGUE NALL AND PERKINS, INC. � � � � I � � � � II i � � � �� 1 TABLE OF CONTENTS PART A Notice to Bidders Comprehensive Notice to Bidders Special Instructions to Bidders PART B Proposal Unit 1 � Minority and Women Business Enterprise Specifications • Proposal • City Approved Product Unit 2 • Minority and Women Business Enterprise Specifications • Proposal • City Approved Product Unit 3 • Minority and Women Business Enterprise Speciiications • Proposal • City Approved Product and Method Bid Summary PART C General Conditions PART Cl Supplementary Conditions PART D Special Conditions PART DA Additional Special Conditions Details PART E Specifications PART F Certificate of InsuranGe Contractor Complianae with Worker's Compensation L,aw Bonds • Performance Bond � Payment Bond � Maintenance Bond � PART G Contract APPENDIX A SRF Requirements APPENDIX B Easement Documents � � � � � � �l � ..._ . � _� 0 NOTICE TO BIDDERS � COMPREHENSIVE NOTICE TO BIDDERS SPECIAL INSTRUCTIONS TO BIDDERS J � J D �- � � � � � L�J ��J � L�J � � ��JI !�l Notice to Bidders Sealed Proposals for the following: Unit 1: Unit 2: Main 183 and 333 Drainage Area Sanitary Sewer System Improvements (Group 6, Contract 3) Part 3- Units 1, 2 8s 3 4278 L.F. 8" Sanitary Sewer Pipe by Open Cut 183 L.F. 6" - 8" Sewer Rehab. by Pipe Enlargement 3507 L.F. 8" Sanitary Sewer Pipe by Open Cut Uait 3: 400 L.F. 8" Sanitary Sewer Pipe by Open Cut 3173 L.F. 6" - 8" Sewer Rehab. by Pipe Enlargement DOE Numbers - Unit 1: 2093, Unit 2: 2581, Unit 3: 2650 p Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas will be received at the Purchasing Office until 1:30 P.M., Thursday, Julv 22, 1999, and then publicly opened and read aloud at 2:00 P.M. in the Council aChambers. Plans for this project may be obtained at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. One set of plans and documents will be provided for aa deposit of $50.00. A pre-bid conference will not be held. � For ad�litiflnal i�£pr�a�az concerning this project, please contact 'I� Hilton, P.E., at the offices of Teague Nall and Perkins, Inc., 336-5773 or John Boyer, Project Manager, at the City of Fort Worth, 332-5474. � �� Department of Engineering A. Douglas Rademaker, Director Advertising Dates: June 24, 1999 Julv 1, 1999 � C� 0 � � l�l � u ��i L�J Comprehensive Notice to Bidders Sealed Proposals for the following: Main 183 and 333 Drainage Area Sanitary Sewer System Improvements (Group 6, Contract 3) Part 3- Units 1, 2 8s 3 DOE Numbers - Unit 1: 2093, Unit 2: 2581, Unit 3: 2650 Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas will be received at the Purchasing Office until 1:30 P.M., Thursday, Julv 22, 1999, and then publicly opened and read aloud at 2:00 P.M. Plans, Specifications and Contract Documents for this project may be obtained at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. A fifty dollar ($50.00) deposit is required for the first set of documents and additional sets may be purchased on a non-refundable basis for fifty dollars ($50.00). These documents contain additional information for prospective bidders. All bidders will be required to comply with provision 5159a of "Vernon's QAnnotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates and City Ordinance No. 7278, as amended by City a Ordinance No. 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in employment practices. Bid security is required in accordance with Paragraph 2 of the Special Instructions to Bidders. � The major work on the above project shall generally consist of the following: UNIT 1: � 4278 L.F. 183 L. F. aUNIT 2: 3507 L.F. L�J '� UNIT 3: 400 L.F. 3173 L.F. 8" Sanitary Sewer Pipe by Open Cut 6" - 8" Sewer Rehab. by Pipe Enlargement 8" Sanitary Sewer Pipe by Open Cut 8" Sanitary Sewer Pipe by Open Cut 6" - 8" Sewer Rehab. by Pipe Enlargement Included in the above will be all other items of construction as outlined in the � Plans and Specifications. I',l � u � A pre-bid conference will not be held. � The City reserves the right to reject any and/or all bids and waive any and/or all formalities. aBidders shall not separate, detach, or remove any portion, segment, or sheets from the contract document at any time. Bidders must complete the proposal asections and submit the complete specifications book or face rejection of the bid as non-responsive. � AWARD OF CONTRACT: No bid may be withdrawn until the expiration of ninety (90) days from the date bids are opened. The award of contract, if made, � will be within ninety (90) days after the opening of bids, but in no case will the awaxd be made until all the necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the contract. � Bidders are responsible for obtaining all addenda to the contract documents and acknowledging receipt of the addenda by initialing the appropriate spaces � on the Proposal form. Bids that do not acknowledge receipt of all addenda may be rejected as being non-responsive. Information regarding the status of addenda may be obtained by contacting the Department of Engineering at (817) O871-7910. � SUBMISSION OF BID(S) AND AWARD OF CONTRACT(S): This document is designed as three (3) separate contract documents and shall not be construed as being a single contract. The proposal sections are provided as three (3) � individual proposals with three (3) individual M/WBE specifications and are arranged in units to allow prospective bidders to submit bids on one unit, some of the units, or all of the units. Award of contract(s), if made, shall be to the � responsive low bidder for each individual unit. If a contractor is the responsive low bidder on two units or more, a single set of contract documents consisting � of all applicable units will be created and one single award of contract shall be made. The Contractor shall comply with the City's M/WBE Ordinance on each unit. � � Construction time on all units will run concurrently. For situations involving �� approved contracts with multiple units, the total allowable construction j"j completion time period for all the units shall be the same as the unit with the u longest construction time period. aIn acc�rdance with City of Fort Worth Ordinance No. 11923, the City of Fort Worth has goals for the participation of Disadvantaged Enterprise in City a contracts. Copies of the Ordinance can be obtained from the Office of the City Secretary. The Bidder shall submit the MBE/WBE UTILIZATION FORM, �� J LJ C PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The documentation must be received no later than 5:00 p.m. five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Any contract or contracts awarded under the Notice to Bidders are expected to � be funded in part by a loan from the Texas Water Development Board. Neither the State of Texas nor any of its departments, agencies or employees are, or will be, a party to, this Notice to Bidders or any resulting contract. The contract or � contracts are subject to regulations contained in 31 TAC, Chapter 363, in effect on the date this contract is executed. i� �,,1 �J •l � -__ I� !J �� L■� '� �,� �,�� For additional information, contact 'I� Hilton, P.E., at the offices of Teague Nall and Perkins, Inc., 336-5773 or John Boyer, Project Manager, at the City of Fort Worth, 332-5474. ' BOB TERRELL CITY MANAGER Advertising Dates: June 24. 1999 Julv 1, 1999 GLORIA PEARSON CITY SECRETARY Department of Engineering A. Douglas Rademaker, Director '�on� S �u ti � Rick Trice, P.E. Manager, Consultant Services �� ,I !J J J J � � � � � J SPECIAL INSTRUCTIONS TO BIDDERS 1. PREOUALIFICATION REOUIREMENTS: All contractors submitting bids are required to be prequali�ed by the Fort Worth Water Department prior to submitting bids. This prequalification process will establish a bid limit based on a technical evaluation and �nancial analysis of the contractor. It is the bidder's responsibility to submit the following documentation: a current financial statement, an acceptable experience record, an acceptable equipment schedule and any other documents the Department may deem necessary, to the Director of the Water Department at least seven ('� calander days prior to the date of the opening bids. a) The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate State licensing agency and shall have been so prepared as to reflect the financial status of the submitting company. This statement must be current and not more than one (1) year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. b) For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature and technical level as that of the project for which bids are to be received. c) The Director of the Water Department shall be the sole judge as the the acceptability for financial qualification to bid on any Fort Worth Water Department project. � e) � Bids received in excess of the bid limit shall be considered non-responsive and will be rejected as such. . The City, in it's sole discretion, may reject any bid for failure to demonstrate experience and/or expertise. Any proposals submitted by a non-prequalified bidder shall be returned unopened, and if inadvertantly opened, shall not be considered. g) The City will attempt to notify prospective bidders whose qualifications (financial or experience) are not deemed to be appropriate to the nature and/or magnitude of the project on which bids are to be received. Failure to notify shall not be a waiver of any necessary prequalification. 2. BID SECURITY: A cashier's check or acceptable bidder's bond payable to the City of Fort Worth in an amount of not less than five (5 %) percent of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeiture in the event the 1 � D D D U 3. U 4. D successful bidder fails to execute the Contract Documents within (10) days after the contract has been awarded. To be an acceptable surety on the bond, (1) the name of the surety shall be included on the current U.S. Treasury, or (2) the surety must have capital and surplus equal to ten times the limit of the bond. The surety must be licensed to do business in the State of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list or one-tenth (1/10) the total capital and surplus. BONDS: A performance bond,a payment bond and a maintenance bond each for one hundred (100%) percent of the contract price will be required, Reference C 3-3.7. WAGES RATES: Not less than the prevailing wage rates established by the City of Fort Worth, Texas and as set forth in the Contract Documents must be paid on this project. 5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the �Proposal the City reserves the right to adopt the most advantageous construction thereof ' to the City or to reject the Proposal. � 6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas. � � � sl � `Nonresident bidder' means a bidder whose principal place of business is not in the State of Texas but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in the State of Texas. This provision does not apply if this contract involves Federal funds. The appropriate blanks of the Proposal must be filled out by all nonresident bidders in order for the bid to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. 8. PAYMENT: If the contract amount is $25,000 or less, the contract amount shall be paid � within forty-five (45) calendar days after completion and acceptance by the City. ,J J 7. NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes the City of Fort Worth will not award this contract to a nonresident bidder unless the nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located 9. AGE: In accordance with the policy (`Policy') of the Executive Branch of the Federal Government, Contractor covenants that neither it, nor any of its officers, members, agents, employees, program participants or subcontractors, while engaged in performing this contract, shall, in connection with the employment, advancement or discharge of employees in connection with the terms, conditions or privileges of their employment, discriminate against persons because of their age except on the basis of a bona fide 7 � � � aJ � J J � � J � � � � � occupational qualification, retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers, members, agents, employees, subcontractors, program participants, or persons acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirement. Contractor warrants it will fully comply with the policy and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractors and/or its subcontractors alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. 10. DISABILITY: In accordance with the provisions of the Americans with Disabilities Act of 1990 ("ADA"), Contractor wazrants that it and any and all of its subcontractors will not unlawfully discriminate on the basis of disability in the provision of services ts� the general public, nor in the availability, terms and/or conditions of employment for applicants for employment with or employees of Contractor or any of its subcontractors. Contractor warrants it will fully comply with ADFA's provisions and any other applicable Federal, State and local laws concerning disability and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractors against City arising out of Contractor's and/or its subcontractor's alleged failure to comply with the above referenced Policy. 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accordance with City of Fort Worth Ordinance No. 11923, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The documentaxion must be received no later than 5:00 PM, five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid nonresponsive. Upon request, Contractor agrees to provide the Owner complete and accurate information � regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Women Business Enterprise (WBE) on the contract and payment thereof. Contractor further agrees to permit any audit and/or examination of any books, records or files in its � possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating � action under appropriate federal state or local laws or ordinances relating to false statements; Further, any such misrepresentation (other than a negligent misrepresentation) � 3 � and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in the City work for a period of time of not less than three (3) years. 4 � � � � � � J � � � � � � � � � � � � �� ' ' i PROPOSAL Unit 1 • Minority and Women Business Enterprise Specifications • Proposal • City Approved Product Unit 2 • Minority and Women Business Enterprise Specifications • Proposal • City Approved Product Unit 3 • Minority and Women Business Enterprise Specifications • Proposal • City Approved Product and Method Bid Summary NOTE M/WBE goals are different for Units 1 through 3. Individual M/WBE documentation must be completed with the proposal for each unit. � L! 6 ATTACHMENT �q�� pa9e 1 of 2 -;. MBE/WBE UTlLIZATION � � � DEPT 0 � S' c 4�G�� rC� l��fs� �� .I�J�, � c 9� GI COMPANY AM , yT�►.� n�/ n r- �., BID DATE .�.,�1 t�3 � 3`33 �,�u,�6 ��3 S � ¢ O 9- o Zgo ' OJECT NA^M� ` PROJECT NU E �-� � �G ^�l (` Z �� 'j$� . T1''S Ai/1�"BE PROJECT GO.aL� .�� p � I dl/��'BE PERCE\TACE ACHIEVED: Z� d�� ilure to compfete this form, in its entirety with supporting documentaCion, and received by the Managing Department or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid' �eing considered non-responsive to bid specifications. �e unders9gned bidder agrees to enter into a formal agreement with the MBE and/or WBE firms for work listed in thic-'� s .chedule, conditioned upon execution of a. contract with the City of Fort Worth. The intentional and/or knowing �srepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered n-responsive to specifications. Company Name, Contact Name, Certified Q Address, and Tetephone No. � U ~ � � 00 �2.�� (� � x� . �NS fLGfc>-. Z = ... _.�1J_.�...G= ._ � o�o c�_- . �g.�-,-� 1.�4 t F r�n ►11 �, -- x `,�''��/ � V IJ.�L.�.��1..S.��L.IY.�...1 U' ,_ / � � �1 �' (� � �7 3��_ c,��v� .� `�; (�� 6 � �� C-�i. wt.��.,_�.�.�_._..�.._ __....�._ _ _ �� V t� :��:' �c�.��-�j � �4�`1 .�!_� y �J7z 6 �. ,�r.•� z go� _�� _ .��.. �.�s.._....��--a..�.�.�� ? vG�L�.I..t, :n��`t-Y `llr�r�� .ic_� ° � `��o.�� .�_3L � � � Specify All Contracting Scope of Work (*) ( �j.,,�`�..q c� (�� r C� i T y �L�1� S2��dL lir rv� S � L—� � �� l n� SP��r��.✓ .�`. Specify All Items to be Supplied(") �(��-`s � . �;�: - Dollar Amount • a °' .f��'r� � }' �� h* .� ,�� c�' : ;�: / �� f� . i'`` ` �o ; ;_ ----._. �== �� :'�T� /� � :�.,� ., � : ��T � :.; ,'..� r ��4 �� o ��. �Q-v '� �657�C7 - ..�, ,.. �_...�., ._�... __._...___.._�,�.�_ ...___.�..�.�___.. — �a � MNVBEs must be tocated in the 9(nine) county marketplace or currently doinq business in the marketplace at the time of bid. ' Specify all areas in which MWBE's are to b� utilized and/or items to be supplied: A complete listing of items to be supplied is required in order to receive credit toward the MlWBE goal. "') Identify each Tier level. ,�ier: Means the level of subcontracting below the prime contractorlconsultant i e a direct paym� � Cit�y of Fort Worth Minority and Wom�n Business Enterprise Specifications �• from the prime contractor to a subcontractor is considered 7�' tier, a payment by a�subcontractor _ its supplier is considered 2n° tier. � � 7HIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFFER 8�� OPENING, EXCLUSIVE OF THE BID OPENING DATE — ,� �c�-<,,�� Rev. 6IZ/98 Pages 1 and 2 of Attachment 1A must be received by the Managing Department .O1_ � . �` � � City of Fort Worth Minority and Women Business Enterprise Specifications �' MBENVBE UTlLIZATION � ATTACHMENT �q Page 2 of 2 Company Name, Contact Name, , Certified Specify All Contracting Specify All Items to be Dollar Amount �ddress, and Telephone No. � Scope of Work �') Supplied(') '� L.�ouC1 �'v�%/l� /1-�t iG— cai ~' � L u�- G � � � � � o o ..�� Fr ��--- �, ,. �-- ` T�;� 2�-c. L H �i Q, �' Sc_t.� C t� �,qy- �;►-► h'�li �13� r= � � E' ��, . = n� � '� 1, y�� 3`j �} ` � � � `�/L(� C/ , G�.� S _ 1 �IA_ .al%�L�� .�`� (....[%� �.c. � T � . .�v�c� '�/' IY�+�� c� �--� ".�:�� F � �.��i _A,��:c�.�i.,c �� (.�' �.t�.� ' `�`��.. 5..�� `6�, � / _ � ' : �,�u �s� ��JI C.�'�s ��r�� d � � /1-_u_ �t�%_ � - - �- � � o � .. ._ __ �.- . 1:�.�;.c��. _F..W _ �. �. �� _ j/ � � r,(% A-g 1'� � . �LC? . _� � G'' �! 2 � ' - �\ „�L -a.: o � �� ___ �� L" x'�c 1 � c, a�., � s� C�� '� � _l-- - -� �-. r � '� .� �..4-., . �-�,Zf�- �—G � o ,v c !1 ` � �- �� ... 'S�.�s.�,� FN T� �41L`i{ �4—�--� _. -- �.�-� � ��. � � ► �.� � � � � � sP � �-1�� 'S��-� �i��1 3u�n So�v �-- �C� oo� o� So�v � o S d�� ''� The bidder furth2r agrees to provide, directly to the City upon request, complete and accurate information regarding �'�actual v�ork performed by all subcontractors, including MBE(s) andlor WBE(s) arrangements submitted with this bid. - The bidder also agrees to allow an audit andlor examination of any books, records and files held by their company that will substantiate the actuat work performed by the IV1BE(s) andlor WE3E(s) on this contract, by an authorized officer or - employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federa), State or Local laws concerning false 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 Gity work � �for a period of time not less an ane (1) year. � A�L M s nd WBEs MllST BE CERTlFlED BY THE C(TY BEFORE CON CT AWARD , � � �� 5c� � Authorized Signa ure ,� �' �-- �-/A.� R-r s6,v Printed Signature � i2 0.� L c. � �7%�I N�l Gi L`� �•�; �Title � �'o��' �v�r�'O,E't S�S Company Name I/ �� l,d s f C� �v n��' Address � ` �r l��iz-<<j �X �City/State2ip Code . � �� Contact Name and iitle (if different} �CJ� --��'�zv Telephone Number (s) Fax Number � �Y �� I� � � Date THIS FORM MUST BE RECEIVED BY 7HE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER 8tD OPENING, EXCLUSIVE OF THE BID OPENING DATE Pages 1 and 2 of Attachment 9A must be received by the Managing Department = �= ,`S�. . ;. ;� .;, '3 . Rev. 6/2195 l!1 � � � J � � � J �!J �J 0 � f�l L�l L�J L� I�J Pf�OPOSAL TO: Mr. Bob Terrell City Manager Fort Worth, Texas Main 183 and 333 Drainage Area Sanitary Sewer System Improvements (Group 6 Contract 3) Part 3 SEWER PROJ. NO. PS46-070460410240 L1NIT 2(D.O.E. No. 2581): L-2995, L-3071, L-7012, L-7013, LH-8248, M-333, & L-3072 POINT REPAIRS Pursuant to the foregoing "Notice to Bidders", the undersigned bidder has thoroughly examined the Contract Documents, including Plans, Special Contract Documents, the Gen�ral Contract Documents, and General Specifications for Water Department Projects, and the site of the project, understands the amount of work to be done, and hereby proposes to do all the work, furnish all labor, equipment and materials necessary to fully complete all the work as provided in the glans and specifications, and subject to the inspection and approval of the Engineering Department Director of the City of Fort Worth, Teas. The contractor must be pre-qualified in accordance with the Water Department of the City of Fort Worth requirements. Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish an approved Performance Bond, �Payment Bond, Maintenance Bond, and such other bonds, if any, approved by the City of Fort Worth for the performing and completing of said work within the time stated and for the foilowing sums, to wit: iJNIT 2 PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID (Furnish and install, including all appurtenant work, complete in place the following items. D-No. refers to related items in the Part D Special Conditions.) 1. 20 L. F. * 6-inch Sanitary Sewer, Al] Depths; Per Linear Foot �i ��-y �( V �' Dollars bL � � [��- Cents $ J�.c` $ � � U�• ,o � * Contractor must complete City Approved Product form on Page B2-6. B2-1 � � I 1 i I I I � 1 1 I � � � � � 1 � ' iJNIT 2 PAY APPROX. DESCRIPT,ION OF TTEMS WITH BID UNIT , TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID (Fumish and install, including all appurtenant work, complete in place the following items. � D-No. refers to related items in the Pazt D 5pecial Conditions.) 2. 2,281 L.F. * 8-inch Sanitary Sewer, All Depths; Per Linear Foot . � � f �. �i v�-e-- Dollars � � � � — V � Cents $ J�.S $ �:�J�� • 3. � 1,226 L.F. 8" D.I. Pipe, C1.51, All Depths; Per Linear Foot Sih�� i �1 � Dollars �.� �� ` v-- � Cents $ �S� $ 79, �90 , 19 EA. 5. 31 V.F. 6. 19 EA. 7. � 19 EA. Standard Sewer MH, 48" I.D., Per Figure M of the G. C. D. (D-52); Per Each 1 c.� o�icusA�c�- Fr �rQ.. �u�ti Dollars - o - Cents Ex. Depth for 48" I.D. Std. Manhole (D-52); Per Vertical Foot d'� �re�IJ Dollars �- a — Cents Watertight Manhole Insert (D-52); Pe �Each j ��U -�r �f � Dollazs -� o ~ Cents Concrete Manhole Collars Per Fig. 121 of the G.C.D. (D-S2); Per Each �� 4u�� F� �f Y Doii�s , - Cents $ �,�cv � � $ �-7 5 c� `J $ IU��G $ 3 _1co,�` � a5`�' $ `�75�a $ `f5�•`y $ �,.SS�.�� 19 Each Vacuum Test Manhole (D-63); Per Each �s�- i�-u.►�.�1- f i�if� Dollars � � e� � n � Cents $ �SO• $ �, �50° * Contractor must complete City Approved Product form on Page B2-6. B2-2 � � � � � � � � � � Q � � � � Q � � � LTNIT 2 PAY APPROX. DESCRIPTION OF ITEMS WITH BID iJ1VIT � TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID (Furnish and install, including all appurtenant work, complete in place the following items. D-No. refers to related items in the Part D Special Conditions.) 9. 16 EA. Remove Existing Sewer Manhole (D-5�); Per Each � � � e-- �u �c��-' Dollars - �'— Cents $��G $ �S,6Qa°s � 749 L. F. 4" Sewer Service Line (D-53); Per Linear Foot ^, {- r � -� Dollars � � � V � G � Cents $ � $ 3,�7�fS 10 1,161 L.F. 4" D.I.P. Sewer Service Line (D-S3); Per Linear Foot � � c�� Dollazs a � �` - � - Cents $ �• $ �.a$g• Il 71 EA. 4" Sewer Service Taps or Tees (D-53); . Per Each �r�►-�.cz �ur��'d� Dollars �� e � C � Cents $ �Q $ a�� `f� 12. 13. 3,532 L. F. Trench Safety System for Sewer Trench Depth 5' and Greater (D-51); . Per Linear Foot ��' Dollars a � � c -- � - Cents $ �� $ 353a. 14. 4,569 L.F. Permanent Asphalt Pavement o 0 Repair Per Figure 4(D-50); p o �� Per Lin� Foot �, v�� .� ✓�� f 3� a7d � � � r �b�i�s a� � � r' Cents $ �. Re ' C V il G • DA 28 - 15. 18 L.F. pair oncrete a ey utter, ( ) Per Linear Foot Q +�- �u.r�c�% Dollars � �� e-- Cents $ %G °� $ �, �00 B2-3 a 0 a a a. � � a � a a � � � � a a 0 0 LJNIT Z PAY APPROX. DESCRIPTION OF ITEMS WITH BID iTNIT . TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID (Furnish and install, including all appurtenant work, complete in place the following items. D-No. refers to related items in the Part D Special Conditions.) 16. S00 L.F. Concrete Curb and Gutter Replacement (DA-21); Per Linear Foot Fi •t�'� � N Dollars d� Q � - G - Cents $ �S $ r%, ��0� 17. 145 L.F. Remove and Replace Concrete Sidewalk (D-44�.P.er Linear Foot � ��'�v'z- Dollars bfi C� .� O - Cents $ �c�' $ � , `7� • 18. 41 S. Y. Remove and Replace Concrete Driveway (D-44, DA-22); Per S �u.are Yard (- c�� Dollars � e �� . � 6 - Cents $ Jrv. $ a, �j 0 . 19. 1.0 TN Ductile Iron Fi��gs; Per Ton / (��- i (-�Jus�,x%� Dollars -- v �' Cents $ 3°�'�'�� $ 3.a°Q cu 2�. 573 L.F. Grass Solid Sodding (D-73); Per Linear�Foot �- i J"Z' Dollars � (7 — Cents $ �� " $ a,$�5 �c 21. 121 L.F. Pre-Construction TV Inspection of Sanitary Sewer Lines, All Sizes (D-62); Per Linear Foot �i �l � Dollars � o• � � - C� '" Cents $ �5 � $ G Q �S , . 22 3,597 L. F. Post-Construction TV Inspection . - of Sanitary Sewer Lines, All Sizes (D-65); Per Linear Foot � � Dollars � o � d— Cents $ f $ 3�q'7, �`' �:�, �� 'I 1 1 � � I � � ' M 1 1 � i � � � � UNIT 2 PAY APPROX. DESCRII'TION OF IT'EMS WITH BTD UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID (Furnish and install, including all appurtenant work, complete in place the following items. D-No. refers to related items in the Part D Special Conditions.) 23. 5 Each Exploratory Excavation (D-Hole), (D-79) • Per Each �N� �-�� Dollars - d -' Cents TOTAL BID - IJNIT 2 NOTE Forward Total to Bid Summary BZ-5 $ �QQ.� � $ S� aa .$ �, . I� �%fLT � ' � p0 �� l �- � � � � � � I 1 M � 1 1 � 1 � j 1 1 � 1 1 UNIT 2 CITY APPROVED METHOD AND APPROVED PRODUCT FOR * AND ** * CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED: STANDARD SPEC NO. SIZE E1-31 4" thru 30" E1-25 - 4" thru 15" E1-27 4" thru 15" E1-28 � 18" thru 27" E100-2 18" thru 48" Consult the "City of Fort Worth Standard Product List" to obtain the Generic/Trade Name and [he Manufacturer for the pipes listed above. � � Failure to provide the iuformatiou required above tnay result in rejection of bid as non-responsive. Only products or methods listed above will be allowed for use in this project. Any subsdtution shall resutt in rejection of bid as non-responsive. � :. I �J L�J IJNIT 2 � Within ten (10) days after notification by the City, the undersigned wilI execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of this Contract. The attached bid security in the amount of _ � 5 o is to become the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set forth as liquidated damages for the delay and additional work caused thereby. � The undersigned bidder certified that he has obtained at least one set of the General Contract Documents and General Specifications for Water Department Projects dated January 1, 1978, and that � he has read and thoroughly understands all the requirements and conditions of those General Documents, and the specific Contract Documents and appurtenant plans. � The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors, or employment agency in either furnishing or referring.employee � applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by the City Ordinance No. 7400. � The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to compiete the contract within 120 Calendar Days after beginning construction as set forth in the written work order to be furnished by the Owner: � Complete A or B below, as applicable: pA. The principal place of business of our company is in the State of Nonresident bidders in the State of , our principal place of business, are � required to be percent lower than resident bidders by state law. A copy of the statute is attached. allonresident bidders in the State of , our principal place of business, are not required to underbid resident bidders. OB. 'Th principal place of business of our company or our parent company or majority owner is m the State of Texas. � L� I � J B2-7 0 � � � � � � � � � i � � � � 1 � I i � IJNIT 2 Receipt is acknowledged of the following addenda: �� Addendum No. 1 Addendum No. 2 Addendum No. 3 Respectfully submitted, By ��' " ""' ��'`ov'� P��-�I Title � � � i �e N w�r� � (�r�-2� ,. �t � Wc;�.�(a ��Tx. �t�I31 Address (SEAL} If Bidder is Corporat'on Date: '� 'Z ��j 1 - END OF UNIT 2 PROPOSAL - � . � � ' t , 1 � � � � _ � � � � ' 1 1 1 1 1 PART C GENERAL CONDITIONS � �!� PART C - GENERAL CONDITIONS TABLE OF CONTENTS NOVEMBER, 1, 1987 TABLE OF CONTENTS � � � � � � , v � � � n u � Cl-1 C1-1.1 CI-1.2 C1-1.3 C1-1.4 C1-1.5 C1-1.6 C1-1.7 C1-1.8 C1-1.9 C1-1.10 C1-1.11 CI.-1.12 C1-1.13 C1-1.14 C1-1.15 C1-1.16 C1-1.17 C1-1.18 C7.-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 DEFINITZONS Definition of Terms Contract Documents Notice to Bidders Proposal Bidder General Conditions Special Cond.itions _ Specifications Bond Contract Plans City City Council Mayor City Manager City Attorney Director of Public Works Director, City Water Department Engineer Contractor Sureties The Work or Project Working Day Calendar Day Legal Holiday Abbreviations Change Order Paved Streets and Alleys Unpaved Streets and Alleys City Streets Roadway Gravel Street C2-2 INTERPRETATIO[� AND PREPARATION OF PROPOSAL C2-2.1 Proposal Form C2-2.2 Interpretation of Quantities C2-2.3 Examination of Contract Documents and Site C2-2.4 Submitting of Proposal C2-2.5 Rejection of Proposals C2-2.6 �id Security ci� 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 Cl-1 C1-1 Cl-1 C1-1 C1-1 C1-1 Cl-1 C1-1 C1-1 Cl-1 Cl-1 C1-1 C1-1 Cl-1 C1-1 C1-1 C1-1 Cl-1 C1-1 (1) (1) (2> (2) (2) (2) (2) (2) (2) (3) (3) (3) (3) (3) (3) (3) (4) (4) (4) (4) (4) (4) (4) (4) (4) (5) (6) (6) (6) (6) (6) (6) C2-2 (1) C2-2 (1) C2-2 (2) C2-2 (3) C2-2 (3) C2-2 (3) I C2-2.7 Delivery of Proposal C2-2,8 Withdrawing Proposals C2-2.9 Telegraphic Modification of Proposals C2-2.10 Public Opening of Proposal C2-2.11 Irregular Proposals C2-2.12 Disqualification of Bidders C3-3 C3-3.1 C3-3.2 C3-3.3 C3-3.4 C3-3.5 C3-3.6 C3-3.7 C3-3.8 C3-3.9 C3-3.10 C3-3.11 C3-3.12 C3-3.13 C3-3.14 C3-3.15 AWARD AND EXECUTION OF DOCUME[�TS 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 Insuranc� Contractor's Obligations Weekly Payroll Contractor's Contract Administration Venue C4-4 SCOPE OF WORK C4-4.1 Intent of Contract Documents C4-4.2 Special Provisions C4-4.3 Increased or Decreased Quantities C4-4.4 Alt�ration of Contract Documents C4-4.5 Extra Work C4-4.6 Schedule of Operations C4-4.7 Progress Schedules for Water and Sewer Plant Facilities C5-5 CONTROL OF WORK AND MATERIALS CS-5.1 Authority of Engineer C5-5.2 Conformity with Plans C5-5.3 Coordination of Contract_Documents CS-5.4 Cooperation of Contractor CS-5.5 Emergency and/or Rectification Work C5-5.6 Field Office C5-5.7 Construction Stakes C5-5.8 Authority and Duties of Inspectors CS-5.9 Inspection C5-5.10 Removal of Defective and Unauthorized CS-5.11 Substitute Materials or Equipment CS-5.12 Samples and Tests of Materials C5-5.13 Storage of Materials C5-5.14 Existing Structures and Utilities CS-5.15 �nterruption of Service C5-5.16 Mutual Responsibility of Contractors CS-5.17 Cleanup C5-5.18 Final Inspection (2) C2-2 (4) C2-2 (4) �2-2 (4) C2-2 (4) C2-2 (4) C2-2 (5) 1 ' C3-3 (1) ' C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 (1) (1) (2) (2) (2) (2) (4) (4) (4) (4) (7) (7) (7? (8) C4-4 (1) C4-4 (1) C4-4 (1) C4-4 . ( 2 ) C4-4 (2) C4-4 (3) C4-4 (4) CS-5 C5-5 C5-5 C5-5 CS-5 CS-5 C5-5 C5-5 C5-5 Work C5-5 C5-5 C5-5 CS-5 C5-5 C5-5 C5-5 C5-5 CS-5 (1) (1> (2) (2) (3) (3) (3> (4) (5) (5) (5) (6) (6) (7) (7) (8) (8) (9) �' � � � � i�ii ' � � n ' � e � � � C6-6 C6-6.1 C6-6.2 C6-6.3 C6-6.4 C6-6.5 C6-6.6 C6-6.7 C6-6.8 C6-6.9 C6-6.10 C6-6.11 C6-6.12 C6-6.13 C6-6.14 C6-6.15 C6-6.16 C6-6.17 C6-6.18 C6-6.19 C6-6.20 C6-6.21 C7-7 C7-7.1 C7-7.2 C7-7.3 C7-7.4 C7-7.5 c�-�.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 c�-�.i� C8_8 C8-8.1 C8-8.2 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY Laws to be Observed Permits and Licenses Patented D�vic�s, 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 C1aim for Damages Adjustment of Relocation of Public Utilities, etc. Temporary Sewer Drain �onnections Arrangement and Charges of Water Furnished :�y City Use of a Se^tion of Portion of the Work Contractor's Resoonsibility for Work No Waiv�r of L�gal Rights Personal Liability of Public Officials State Sales Tax PROSECUTION AND PROGRESS Subletting Assignment of Contract Prosecution of the Work � Limitations of Op�rations 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 tne Onwer Safety Methods and Practices MEASUREMENT AND PAYMENT Measurement of Quantities linit Prices (3? C6-6 C6-6 C6-6 C6-6 C6-6 (1> (1) (1) (2) (2) C6-6 (3l C6-6 (4) C6-6 (4) C6-6 (5) C6-6 (6) C6-6 (8> C6-6 (8) C6-6 (10) C6-6 (10) �C6-6 (10) C6-6 (11) C6-6 (11) C6-6 (11) C6-6 (12) C5-6 (12) C6-6 (12) C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 (1) (1) (1) (2) (2) (3) (4) (4) (4) t5) (5) (6) C7-7 (7) C7-7 (7) C7-7 (9) C7-7 (10> c7-7 (i3) 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 an� Retainage Withholding Payment Final Acceptance r^inal Payment Adquacy of Design ' General Guaranty Subsidiary Work Miscellaneous Placement of Material Record Documents C8-8 (1) C8-8 (1) C8-8 (2) C8-8 (3) C8-8 (3) C8-8 (3) C8-8 (4) C8-8 (4) C8-8 (5) C8-8 (5) C8-8 (5) 0 � Y � u � � PART C - GENERAL CONDITIONS Cl-1 DEFINITIONS SECTION C1-1 DEFINITIONS C1-l.l DEFINITIONS Or^ TERMS: Whenever in these Contract +� Documents the following terms or pronouns in place of them are used, the intent and meaning shall be understood an3 interpreted as follows: � � � M* � � 1 � � , � C1-1.2 CONTRACT DOCUMENTS: The Contract Documents are all oz the written and drawn documents, such as specifications, bonds, addenda, plans, etc., which govern the terms and performance oF the contract. These are contained in th� General Contract Documents and the Special Contract Documents. a. GENERAL CONTRACT DOCUMENTS: The General Contrac� Documents govern a11 Water Department Projects and include the following itams: PART A- NOTICE TO BIDDERS (Sample) PART B - PROPOSAL (Sample) PART C - GENERAL CONDITIONS (CITY) (Developer) PART D - SPECIAL CONDITIONS PART E - SPECIFICATIONS PERMITS/EASEMENTS PART F - BONDS PART G - CONTRACT (Sample) (Sample> White White. Canary Yellow Brown Green E1-White E2-Golden Rod E2A-White Blue White White b. SPECIAL CO[�TRACT DOCUMENTS: The Special Contract Documents are prepared for each specific project as a supplement to the General Contract Documents and include the following items: PART A- NOTICE TO BIDDERS (Advertisement) Same as above PART B - PROPOSAL (Bid) PART C - GENERAL CONDITIONS PART D - SPECIAL CONDITIONS PART E - SPECIFICATIOiJS PERMITS/EASEMENTS PART F - BONDS PART G - CONTRACT PART H - PLANS (Usually bound Cl-1 (1) separately) C1-1.3 NOTICE TO BIDDERS: All of the legal publications eith�r actually published in public advzrtising mediums or furni�hed dir�ct to interested parti�s pertaining to the work cont�rtD13t2d under the Contract Documents constitutes the notice to bidders. C1-1.4 PROPOSAL: The compl�ted written and signed off�r or tender oi a bidder to perform the work which the Owner desir�s to hav� done, together with the bid security, constitut�s the Proposal, which becomes binding upon the Bidder when it is officially r�ceived by th� Owner, has be�n publicly opened and r?a3 and not rejected by the Owner. C1-1.5 BIDDER: Any person, persons, firm, partnership, company, association, corporation, acting directly or through a duly authorized representative, submitting a proposal for pnrforming the work contemplated under th� Contract Documents, constitutes a bidd?r. C1-1.6 GENERAL CONDITIONS: The General Conditions are the usual construction and contract requir�m�nts which gov�rn the perzormance of the work so that it will be carried on in accordancs with tne customary procedur�, the 1oca1 statutes, and raquir�ments of the City of Fort Worth's charter and promulgated ordinances. Wherever there may be a conflict between the General Conditions and Special Conditians, the latter sha11 take Areced�nc� and shall govern. C1-1.7 SPECIAL CONDITIONS: Special conditions ar� the specific requirements which are necessary for the particular project covered by the Contract Documents and not specifically covered in the General Conditions. W�en consi3ered with the veneral Conditions and other ele,nents of the Contract Documents they provide the information which the Contractor and Own�r should have in order t� gain a tho.rough knowl�dge of th? project. C1-1.8 SPECIFICATIONS: The Specifications is that aection or part oL the Contract Documents which sets forth in d�tail th� requirements which must be met by all materials, construction, workmanship, equipment and services in order to render a completed and useful project. Whenever reference is made to standard specifications, regulations, requirements, statutes, etc., such referred to documents shall become a part of the Contrac` Documents just as though they w�r� embodiad therein. C1-1.9 BOND: The bond or bonds are the wri�ten guarantee or security furnished by the Contractor for the prompt and Cl-1 (2) l� � faithful performance of the contract and include the �" following: a• Performanc? Bond (s�ee paragraph C3-3.7) b- Payment Bond (see paragraph C3-3.7) � �• Maintenance Bond (see paragraph C3-3.7) d. Proposal or Bid Security (see Spzcial Instructions � to Bidders, Part A and C2-2.6) C1-1.10 CONTRACT: The Contract is the.formal signed agreement between the Ownzr and the Contractor covering the mutual � understanding of the two contracting parties about the project � to be completed under the Contract Documents. C1-1.11 PLANS,: The plans ar� the drawings or reproductions � therefrom made by thz Owner's representative showing in detail the location, dimension and position of the various elements of the project, including such profiles, typical � cross-sections, layout diagrams, working drawings, nr�liminary drawings and such supplemental drawings as the Own�r may issue to clarify other drawings or for the purpose of showing �` changes in the work h�reinafter authorized by the Owner. The y 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 corooration, authorized and chartered under the Texas State � Statutes, acting by and through its governing body or its City Mang�r, 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 y vested in the City Manager. The terms City and Owner are synonymous. � C1-1.13 CITY COUNCIL: Th� duly elected and qualified governing body of the City of Fort Worth, Texas. � C1-1.14 MAYOR: The officially elected Mayor, or in his absence, the Mayor Pro tem of the City of Fort Worth, Texas. � C1-1.15 CITY MANAGER: The officially appointed and authorized City Manager of the City of rort Worth, Texas, or his duly authorized representative. C1-1.16 CITY ATTORNEY: The officially appointed City Attorney of the City of Fort Worth, T�xas, or his duly authorized representative. ' C1-1 (3) � C1-1.17 DIRECTOR OF PUBLIC WORKS: The duly appointed official of the City oz Fort Worth, rzferred to in the Charter as the City Engineer, or his duly authorized representative. C1-1.18 DIRECTOR, CITY WATER DEPARTMENT: The duly aopoint�d Director o� the City Water Department of the City of rort Worth, Texas, or his duly authorized reorPsentative, assistant, or agents. C1-1.19 ENGIN�ER: Th� Dir�ctor of Public Works, the Dir�ctor of th� rort Worth City Water Department, or their duly authorized assistants, agents, engineers, inspectors, or superintendents, acting within the scope of the oarticular 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 tne execution of the work, acting directly or through a duly �uthorized renresentative. A sub-contractor is a person, firm, corporation, or others under contract witn the principal contractor, supplying labor and mat�rials or only labor, for work at the sit� of the project. C1-1.21 SURETI�S: The Corporat� bodies which are•bound by such bonds are required with and for the Contractor. The sureties engaged are to be fully responsible for the entire and satisfactory fulfillment of the Contract and for any and�. all requirements as set iorth in the Contract Documents and approved changes therzin. C1-1,22 THE WORK OR PROJECT: The completed work cont�mplated in and cover?d by thz Contract Documents, including but not limit�d to the furnishing of all labor, materials, tools, equipment, and incidentals necessary to produce a completed and serviceable project. C1-1.23 WORKING DAY: A working.day is defined as a calendar day, nc�t including Saturdays, Sundays, and legal holidays, in which the weather or other conditions not undPr the control of the Contractor permit the performance of the principal unit of work for a p�riod of not less than s`ven (7) hours between 7:00 a.m. and 6:00 p.m., with zxceptions 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: Lzgal holidays shall be prescribed by the City Council of the City of Fort observance by City employ�•�s as follows: observ�d as ' Worth for ' Cl-1 (4) ' � ' � � � l. 2. 3. 4. 5. 6. 7. 8. 9. New Year's Day M. L. King, Jr. Birthd3y. Memorial Day Independence Day Labor Day Thanksgiving Day Thanksgiving Fri3ay Christmas Day Such other days in lieu of holidays as the City Council may determine January 1 Third Monday in January Last Monday in May July 4 r^irst Monday in September Fourth Thursday in November Fourth Friday in November December 25 When one of the above na.med 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 £ollowing 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 ABBREVIATIONS: Wherever the abbreviations defined herein appear in Contract Documents, the intent an3 meaning shall be as follows: ' � AASHTO - American Association of MGD - Million Gallons Per Stat� Highway Transportation Day , _ Otiicials ASCE American Society of Civil CFS - Cubic Foot per Enginaers Second � LAW _ In Accordance With ASTM American Society of Min. - Minimum Testing Materials Mono.- Monolithic � AWvVA = American Wat�r Works $ - Percentum Association R - Radius ASA American Standar3s Association I.D. - Inside Diameter �iZ - Hydraulic Institute O.D. - Outside ' _ Diameter Asph. Asphalt E1Pv.- Elecation Ave. - Avenue F - Fahrenhei� � Blvd. _ Boulevard C - Czntigrade CI Cast Iron In. - Inch CL - Center Line Ft. - Foot � GI = Galvanized Iron St. = Street Lin, Linear or Lineal CY - Cubic Yard lb. Pound Yd. Yard MH - Manhole SY - Square Yar3 �'! Max. - Maximum L.F, - Linear Foot D.I. - Ductile Iron � � C1-1 (5) C1-1.27 CHANGE ORDER: A"Change Order" is a written supplemental agreement betwe?n the Owner and the Cont.ractor covering some added or deducted ite��n or featurz which may be foun3 necessary and which was not speci�ically 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 Chaage Order unl�ss the increase or decrease is more than 25� of the amount or the particular item or items in the original proposal. All "Change Orders" shall be prepar�d by the City from information as necessary furnished by the Contractor. C1-1.28 PAVED STREETS AND ALLEYS: A paved street or alley shall be defined as a stre�t or a11ey having one of the following types of wearing surfaces aeplied over the natural unimproved surface: 1. Any type of asphaltic concrete with or without separate bas� mat�rial. 2. Any type of asphalt surface treat�nen�, not including an oiled surface, with or without aeparate bas� material. 3. Brick, with or without separste base mat�rial. 4. Concrete, with or without separate basz material. 5. Any combination of the above. C1-1.29 UNPAVED STREETS OR ALLEYS: An unpaved street, all�y, roadway or other surface is any area except those defined above for "Paved Streets and A11eys." C1-1.30 CITY STREETS: A ci�y street is defined as that area between the right-of-way lines as the street is dedicated. C1-1.31 ROADWAY: parallel lines two (4'? feet back of exiats. The roadway is defined as the area betwe�n (2') feet back of the curb lines or Four the av?rag� edge oP pav�:nent where no cur'U C1-1.32 GRAVEL STREET: � gravel str�et is any unpaved str.eet to which has been added one or more applications of grav?1 or similar material other than the natural mat�rial found on the str�et surface beLore any i:n�rovement was made. . C1-1 (6) r � SECTI0�1 C - GENERAL CONDITIONS C2-2 INTERPRETATION AND PREPARATIOt� OF PROPOSAL �; SECTION C2-2 INTERPRETATION AND PREPA.RATION OF PROPOS?�L C2-2.1 PROPOSAL rORM: The Owner will furnisn bidders with � proposal form, which will contain an itemized list of the it�ms of work to be done or materials to be furnished and upon which bid prices ara requested. The Proposal form wi11 state � the 3i3der's general undersLanding of the project to be . complet�d, provide a sgace.for furnishi�ng the amount of bid security, and state th� basis for entering into a formal contract. The Own�r will furnish forms for th� Bidder's � "Experience Record," "Equipment Schedule," and "Financial Statement," all of which must be prop�rly exzcut�3�and filed 1 with th� Director of the City Water D�partment on? w��k Drior to the hour for o�eninq of bids. The rinancial stat�ment required shall have been pr�pared by � an ind�pendent certified public accountant or an ind�pendent a public accountant holding a valid permit issu�d by an appropriate state lic�nsing ag�ncy, and shall have• been so " prepar�d as to reflect the current financial status. This � statement must be current and not more than one (1) y=ar old. In th� case that a bidding date falls within th� tim� a new � statem�nt is being prepared, the previous statement shall be updat�d by proper verification. Liquid assets in the amount of ten (10�) percent of the estimated proj�ct cost will be , � , , requir�d. For an zxperience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nat�re and magnitude as that of the project for which bids ars to be receiv�d, and such experience must have been on projects completed not more than �ive '(5) years prior to the date on which are to be received. The Director of the Water department shall be sole judge as to the acceptability of experience for qualification to bid on any Fort Worth Water Department project. The prospective bidder shall schedule the equipment he has � available for the project and state that he will rent such additional equipment as may be required to complete the project on which he submits a bid. � C2-2.2 INT�RPRETATION OF QUANTITIES: The quantities of work ` and mat=rials to be furnished as may be listed in the proposal � C2-2(1) C� forms or other parts of the ConLract Documents will be considered as a�proximate only and wi11 be us�d For the gurpos� of comparing bids on a unif�rm basis. Pay.m`n� wi11 be made to the Contractor for only the actual quantities of wor'r, p�rfor��ed �r mat=rials furniahed in strict accor3ance with tne Contract Documents an3 Plans. The quantities of work to be performed and mat�rial� to be furnishe3 may be incr�ase3 or decreased as her�inafter provided, without in any way invalidating th� unit prices bid or any other requirements of the Contract Docum�nts. C2-2.3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT: Bidders are advis�d tha� the Contract Documents on file with the Owner shall constitute al1 of the information which the Owner will furnish. All additional in�`ormation and data which the owner will supply after promulgation of the formal contract documents shall be issued in the form oi written addenda and shall become part of the Contract Documents just as though such ad3?nda were actually written into the original Contract Documents. Bidders ar � r�quir=d, prior to the filing of proposal, to read and become familiar with the Contract Documents, to visit tha site of the project and examine carefully all local conditions, to inform themselves by their own independent research and investigations, tests, boring, and by such other means as may be neczssary to gain a complete knowlzdge of thz. conditions w:�ich will b� encountered during the construction of the project. Tn�y must judge for themselves the difficulties of the work and all attending circumstances affecting the cost of doing the work or th� time requi�ed for its compl�tion, and �btain all information required to mak2 aa intelligent proposal. No information given by thz Owner or any rzpresentative oF the Own?r other than that contained in the �ontract Documents and officially promulgated addenda ther�to, shall be binding upon the Own�r. Bidders shall r�ly exclusively and sol�ly .upon their own estimates, investigation, research, tasts, explorations, and other data wh.ich are necessary for full and completP informa�ion uoon which the proposal is to be bas`d. It is mutually agree3 that the submission of a proposal is prima-Faci� evidence that the bidder has mad? the investigations, examinations and tests herein required. Claims for additional compens3tion due to variations between conditions actually encountered in construction and as indicat�d in the Contract Documents will not be allowed. The logs of Soi1 Borings, if any, showing on the pla�s ar= for gEnzral information only and may not 'Qe correct. �eith�r th� C2-2(2) � � �e Owner nor the Engin�er guarante� that the data shown is representativ� of conditions which actually exist, C2-2.4 SUBMITTING Or 'rROPOSAL: The Bidder shall submit his � Proposal on the form furnished by the Owner. All blank spaces applicable to th_ project contained in th� form shall be correctly filled in and th� Bidder shall state the pric�s, � written in ink in bo�h words and numerals, for which h� proposes to do th' work contemplated or iurnish� the mat�rials required. All such pric's shall b� writt�n legibly. In case � of discrepancy between the price written in words and the , price written in numerals, the price most advantageous to the Cifiy shall govern. � � � � � If a proposal is submittzd by an individual, his or her name must be signed by him (h�r) or his (her) duly authorized agent. If a proposal is submitted by a firm, association, or partnership, the name and address of each member must be given, and the proposal must be signed by a membzr of the firm, association, or partnership, or by a person duly authorized. If a proposal is submitted by a company or corporation, the company or corporate name and business addr�ss :nust be giv:n, and the proposal signed by an official or duly authorized agent. The corporate seal must be affix�d. Power of Attorney authorizing agents or others to sign proposal must be prop�rly certified and must be in writing and�, submitted wi�h the proposal. C2-2.5 REJECTION OF PROPOSALS: Proposals may be rejected if they show any alt�ration of words or figures, additions not called for, conditional or uncalled for alternate bids, incomplet� bids, erasur�s, or irregularities of any kind, or contain unbalance value of any items. Proposal tendered or delivered after the ofricial time designated for receipt of proposal shall be returned to the Bidder unop�ned. C2-2.6 BID SECURITY: No proposal will be considered unless it � is accompanied by a�"Proposal Security" of th� character and in the amount indicat�d in the "Notice to Bidders" and the "Pr000sal." The Bid Security is required by the Owner as � evidence of good faith on the part of the Bidder, and by way of a guaranty that if awarded the contract, the Bidd�r will within the r�quired time execute a formal contract and furnish ' the required p�rformance and other bonds. The bid security of the thr�e lowest bidders will be retained until the contract is awarded or other disposition is made th�reof. Tne bid security of all other bidd�rs may be r�turn�d promptly aft�r � th� canvass o� bids. L C2-2(3) � C2-2.7 DELIVERY OF PROPOSAL: No proposal wi11 be coasi3erzd unless it is deliv�red, accomoanied by its proper Bi3 Szcurity, to th� City Manag�r or his r�orasentativ� in th? official place oi business as s?t Fortn in the "Notic? to Bidders." It is t:n� Bi3der's sole r�sponsi�ility to d?liver tha �roposal at th� prooer ti�e to the proper plac�. The mere fact that a proposal was dispatched will not be consider�d. The Bidd�r must hav� th� pr000sal actually deliv`r�d. �ach proposal sha11 be in a sealed envelope plainZy mark�d with the word "PROPOSAL," and th� name or description of the project as designate3 in thz "Notice to Bidders." Tne envelop� shall be addressed to the City Manager, City Hall, Fort i�orth, Texas. C2-2.8 WITHDRAWING PROPQSALS: Proposals actually zil�d with the City Manag�r cannot b� withdrawn prior to the time set for oneniag proQosals. A request for non-consideration of a pro�osal must be �-nad' in writing, addressed to the City Manager, and filed with him prior to th� time szt f�r thz opening of proposals. After all proposals not requ�sted for non-consideration ars opened and publicly read aloud, the proposals for which non-considzration requests have been properly filed m�, at the option of the Owner, be r�turned unopened. C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his pronosal by tel�graphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the City yanager �rior to the said proposal opening time, and provid�d further, trat the City �Ianager is satisfied that a written and duly authenticated confirmation of such telegraphic co.mmunication over the signaLure of the bidder was mailed prior to th� proposal opening �ime. If such confirmation is not received within forty-eight (48) hours after the proposal op?ning time, no further consideration will be given to the proposal. C2-2.10 PUBLIC OPENING OF-PRO�OSAL: �Proposals which hav� been pronerly file3 and For which no "Non-consid�ration Request" has been received wi11 be publicly opened and r�ad aloud by the City Manager or his authorize3 representativP at the time and olace indicated in the "Notice to Bidders." Al1 proposal� which havz b�en openzd and read will remain on file with the Owner until the contract haa been awarded. Bidders or �heir authorized representatives are invited to be present for the opening of bids. C2-2.11 IRREGULAR PROPOSALS: Proposals shall be consid�red as being "Irregular" if they show any omissions, alte.ra�ions of form, additions, or condi�ions not called for, unauthoriz�d alt�rnate bids, or irregularities oF any kind. How�ver, the C2-2(4) � � � � � e � � � ii i � Owner reserves the right to waive any and all irregularities and to makz the award of the contract to the best interest of the City. Tendering a proposal after the closing hour is an irregularity which cannot b� waived. C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be disqualified and th?ir proposals not considered for any of, but not limitzd to, the Follow�ng r�ason: a. Reasons for believing that collusion exists among bidders. b, R�asonabl� grounds for belizving that any bidder is interest?d in more than one pronosal for work contemplat�d. c. T�e bidder being interestzd in any litigation against tne Owner or wherz thz Owner may have a claim against or be engaged in litigation against tne bidder. d. The bidder being in arrears on any existing contract or having defaulted on a previous contract. e. The bidder having performed a prior contract in an unsatisfactory manner. f. Lack of competency as reveal?d 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 orompt completion of additional work if awarded. h. The bidder not filing with the Owner, one week in advance of the hour of the opening of proposals the following: 1. Financial Statement showing the financial condition of the bidder as specified in Part "A" - Speci3l Instructions. 2. A current expzrience record showing es�ecially the projects of a nature similar to the one under consideration, which have oeen successfully completed by the Bi3der. 3. An equipment schedule showing the equipment the bidder has available for use on the project. The Bid Proposal of a bi3der wno, in the judgment of the � Engineer, is disqualified under the req�lirements stated herein, shall be set aside and not opened. , � � C2-2(S) � , � � PART C - GENERAL CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS: C3-3.1 CONSIDERATION OF PROPOSALS: After pr000sals have been opened and read aloud, the proposals wi11 be tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the application of such formulas or other methods of bringing items to a common basis as may be 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 e items and such other guoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. Until the award of the contract is made by the Owner, the right will be reserved to reject any or all pronosals and waive technicalities, to re-advertise for new proposals, or to proceed with the work in any manner as maybe considered for �% the best interest of the Owner. , � � ' � � � C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner, upon request, complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and or a a Woman-owned Business Enterprise (WBE) on the contract and the payment therefor. Contractor further agrees, upon request by Owner, to allow and audit and/or an examination of any books, records, or files in the possession of Contractor that will substantiate the actual work performed by the MBE or WBE. Any material misrepresentation of any nature w:ill be grounds for termination of the contract and for initiating any action under appropriate federal, state or local laws and ordinances relating to false statements; further, any such misrepresentation may be grounds for disqualification of Contractor at Owner's discretion for bidding on future Contracts with the Owner for a period of tim� of not less than six (6) months. C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall comply with Current City Ordinance prohibiting discrimination in employment practices. C3-3 (1) The Contractor shall post the required notice to tnat �ffect on the project site, and, at his rzquest, will be providad 3ssistance by ttle City of Fort �orth's Equa1 Employm�nt Officar who wi11 r`fer any qualifi�d applican� he may :�ave on file in hi� ozfice 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) day� after the date on which the pronosals wer� opene3. C3-3.5 AWARD OF CONTRACT: The Owner reserves the right to withholdfinal action on the pr000sals for a reasonabla time, not to ZXCpA3 forty-five (45) days after the date of opening proposals, and in no event will an award be made until aft?r investigations have been made as to the r�sponsibility of the proposed awarde�... The award of the contract, if an award is made, will be to the lowest and best responsible bidder. The award of the contract sha11 not 'oecome eff�ctive until the Owner has notified the Contractor in writing of sucn award. C3-3.6 RETURN OF PROPOSAL SECURITIES: As soon as oropose3 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 consid�r�3 =or the award. All oth�r proposal securities, usually those of the three lowest bidders, will be retained b� the Owner until the required contract has been executed and bond furnished or the Owner has oth?rwise disposed of the bids, after which they will be returned by the City Secretary. C3-3.7 BONDS: With the ex�c�tion and deliver� of the Contract Documents, the Contractor shall furnish to, and file with tne Owner in the amounts herein required, the following bonds: a. PERFORMANCE BOND: A good an3 sufficient performance bond in an amount nat less than 100 percent of the amount of the contract, as evidenced by th� proposal tabulation or otn�rwise, guaranteeing the full and faithful execution of the work and parformance of the contract, and for the orotection of the Owner and a11 other oersons against damage by r�ason of negligence of thz Contractor, or improper execution of the work or the use of iaf�rior �aterials. This performance C3-3 (2) � � � � � � � � w � � � bond shall guarantee the payment for a11 labor, materials, equipment, suppl.ies, and services used in the construction of tne wor;c, and sha11 rernain in full force and efiect until provisions as above stipulated ara accomplished and final payment is made on the project by the City. b. MAINTENANCE BOND: A.good and maintenance bond, in the amount of i 100 percent of the amount of the evidenced by t'ne pr000sal tabulation � guaranteeing the prompt, full a p?rformance oz the general guaranty forth in paragraph C8-8.10. sufficient iot less than contract, as �r otherwis�, nd faithful which is set c. PAYMENT BOND: A good and sufficient payment bond, in an amount not less than 100 percent-of the amount oi the contract, as evidencPd by the proposal tabulation or otherwise, guarante�ing the prompt, full and faithful payment of all claimants as defined in Article 5160, Revised Civil Statutes of Texas, 1925, as amended by House Bill 344 Acts 56th Legislature, Regular Session, 1959, effective April 27, 1959, and/or the latest v�rsion thereof, supplying labor and materials in the pros�cution of the work provided for in the contract beinq construct�d under these specifications. Payment Bond shali remain in force until all payments a5 above stipulated are made. d. OTHER BONDS: Such other bonds as may be required by these Contract Documents shall be furnished by the Contractor. No sureties wi11 be accepted by the Owner which ar� at the time in dafault or delinquent on any bonds or which are � interested in any litigation against the own�r. Al1 bonds sha11 bz made on the forms fur_n.is.hed by the Owner and shall be , executed by an approved surety company doing business in the City of Fort Worth, Texas, and which is acceptable to the owner. In order to be acceptable, the name of the surety � shall be included on the current U.S. Treasury list of acceptable sureties, and the amount of bond written by any one acceptable company shall not exceed the amount shown on the , Treasury list for that company. Each bond shall be properly executed by both the Contractor and Su.rety Company. Should any surety on the � at any time by the Owner, to that effect and the � C contract be determined unsatisfactory notice will be give.n the Contractor Contractor shall immediately provide a C3-3 (3) new surety satisfactory to the Owner. No �ay:�er�t wi11 be made UriCl�r tl'12 COritract llrit11 �rl� ri?W surety Or' Sllr2L1AS� dS r?quired, have qualified and.have been acceoted by the Owzer. Th� contract shall not ba operative nor wi11 any payments be due or paid until approval of the bonds by the Owner. C3-3.8 EXECUTION Or CONTRACT: �'ithin ten (10) da�rs a=ter the Owner has by appropriate resolution, or oth?rwis�, awarded th� contract, the Contractor shall execut� and file with th� Owner the Contract and such bonds as nay be r?quir�3 in �he Contract Documznts. No contract shall be.bindin.g upon the owner until it nas been attested by th� City Secretary, approved as to form and legality by tize City Attorn�y, and �xecut�d for tha Own�r by either the MaYor or City Manager. C3-3.9 FAILUR� TO EXECUT� CONTR.ACT: The failure of the Awarde� to execute thz required bond or b�nds or to sign the requirzd contract within i�en (10) days aft�r the con�ract is awarded shall be considered by the Owner as an a�andonment of his proposal, and t:ze Owner may annul the Award. By r�ason of the uncertainty of the mar!cet prices oz mat�rial an3 labor, and it beiag impracticable and difficult to accurately determine the amount of damages occuring to thz �wner by reason of said awardee's failure to execute said bonds and contract within ten (10) days, the proposal security accompanying the proposal shall be the agr�e3 amount of damages which Owner will suffer by reason of such f3ilure on the part of the �,war3ee and sha11 thzr�upon i��nmediately be forfeited to the Owner. Tha filing of a proposal wi11 be consider�d as an acceptance of this provision by the �idder. C3-3.10 BEGINNING WORK: The Contractor shall not commence work until authorized in writing to do so by tn� Owner. Should the Contractor fail to commence work at the si�� of the project within 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 commencem�nt date set forth in such written authorization, co�nmence the physical �xecution of the contract. C3-3.11 INSURANCE: The Contractor shall not commen�e work under this contract until ha has obtained a11 th•_= insurancz required under the i.ontract Documents, and such izsurance has be�n anproved by the Owner. Tn� prime Contractor sha11 be responsible for delivering to the Owner th= sub-contractors' C3-3 (4) u , � � u � C C � � �f' � � ' certificate of insurance for approval. The prime contractoc shall indicate on the certificate of insuranc� included in the documents for ex�cution whAther or not his i�surance covers sub-contractors. I= is the intention of the Owner that the insurance coverag� reqnir�d herein shall include the covsrage of a11 sub-contrac_ors. a. COMPENSATION INSURANCE: The Contractor shall maintain, during the life of this contract, Workzrs' Compensation Insurance on all of his employe�s to be engaged in work on th� project under tnis contract, and for all sub-contractors. In cas� any class of employees engaged in hazardous wor;: on the pro�ject under this contract is not protected under the Workers' �ompensation Statute, the Contractor shall provide adequate employer's general liability insurance for the prot�ction of such o.E his employees not so protected. , b, COMPREHENSIVE GENERAL LIABILITY INSURANCE: The iontractor shall procure an3 shall maintain during the life of this contract Contractor's Comprehensive General Liability Insuranc?. (Public Liability and Property Damag� Insurance) in an amount not less than $500,000 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 umbr�lla policy coverage. c. ADDITIONAL LIABILITY: The Contractor shall furnish insurance as separate policies or by additional endorsement to one of the above-mentioned policies, and in the amount as set iortiz for public liability and property damage, the following insurance: l. 2. 3. 4. Contingent Liability (covers G�neral Contractor's Liability for acts of sub-contractors). �3lasting, nrior to any blasting being done. Collapse of buildings or structurzs adjacent to excavation (if excavations are to be aerformed ad-jacent to same). namage to underground utilities f_or $500,000. r_3-3 (5) � 5. s. Builder's risk (where above-qround structures are involved). . Contractual Liability (covers all indemnification r�quir�ments of Contract). d. AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY DAMAGE: The Contractor shall orocure and maintain, during the life of this Contract, Comprehensivs Automobile Liability insuranc� in an amount not less than $250,000 for injuries including accidental death to any one person and subject to the same limit for each �erson an amount not less than $500,000 on account of one accident, an3 � automobile property damaga insurance in an amount not less than $100,000. e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The insuranc� required under th� above paragraphs shall provi3e a3equate nrotection for the Contractor and his sub-contractors, respectively, against damage claims which may arise from operations under this contract, whether such operations be by the insured or by anyone directly or indirectly e�ploye3 by him, an3 also against any of the following s�ecial hazards which may be encountered in the performance of the Contract. f. PROOF OF CARRIAGE OF INSURANCE: The Contractor shall furnish the Owner with satisfactory proof oi coverage by insurance required in these Contract Documents in amounts and by carri2rs satisfactory to the Own�r. (Sample attached.) Al1 insurance requirements made upon the Contractor shall apply �o the sub-contractor, should the Prime Contractor's insurance not cover the sub-contractor's work operations. g• LOCAL AGENT FOR INSURANCE AND BONDING: The insurance and bonding companies with whom the Contractor's insurance and performance, pay�ent, maintenance and a11 such other bonds are written shall be r�presented by an agent or agents having an office located within the city limits of the C3-3 (5) � �J � City oi r^orL Wor�h, Tarr3nt County, Texas. Each suc� ag�r.t� shall be a 3�ily quali£�ad, one uoon whom service or �rocess ;nay b� had, and must have authority an3 power to act �n behalf of the � i~�surance and/or bondi:�g company to negotiate aa3 settl.e with the City of rort Worth, or ar�y other claimar.�, any r_laims that t'ne City of rort �]orth or � other claimant or any prop�rty owner who has been damag�d, may hav� against the Contractor, insurance, and/or bonding company. It the local � insurance r�pr�sentative is not so empowered by the insurance or bcnding compani?s, then such autnority ' must be vest�d in a loca� ag�n� or claims officer residing in tiZe i�i�tropl�x, the r^ort Wortn-Da11a� area. Thz 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 i:ontractor shall oay f�r all materials, labor and servic�s � when duA. ' C3-3.13 WEEKLY PAYROLL: A certified.copy of �ach payroll covaring payment of wag�s to a11 p�rson engaged in work .on the projec� at the site of the groject �hall be furnished to the � Owner's renr�sentative wit:�in �`ven (7) days after th� close of each payroll �eriow. 3�ogy or copi�s of the aoplicable ' minimum wag� rat�s as s�t ��r�h in t�� Contract �ocuments shall be kept post�d iz a conspicuous place at the si�e of the project at a11 times during the cours� of the Contract. ' Cooies of the wage rat?s wi11 be furnis'zed thA Contractor, by the Own�r; however, gos�ing and nrot��tion of the wage rat�s sh�ll be tne r�s�onsi�iiity of the Con�ractor. � C3-3.14 CONTRACTOR'S CGNTRACT ADMINISTRATION: P,ny Contractor, whether a p�rs�n, p�rsons, oartn�rshi�, company, firm, association, corporation or oth�r who is approved to do ' bu�iness with and entars into a contract with th� City For construction of watsr and/or sanitary sewer faciliti�=, wi11 have or sha11 ?stablish s fully on�ration�l busin�ss office � within the �'ort Wort'n-Dallas m�tropolitan ar�=_a. The Contractor shall charg�, ��1Ag�te, or assign this offic� (or h� ma� delegate his P�oj�ct S�p�ri�tendent> with full authority to transact al1 LuJ.LiZ�7S ac�iona required in the ' ��=_rformance of the Contr.�ct. This local authority shall be ma3` r�soonsi�l� to act ior the Contractor in all matters pertaizi�g to t'n� worA gov�rned by tha Contract whether it be �"'? admir.istrative or oth�rSaise and a� �uch shall '�� smpoware3, , tn�is d:�l�gate3 ana dir=_ct?3, to se�tl� all m�.t�rial, labor or oth�r �xpenditure�, all claims again�t the work o.r any othzr � C3-3 (7) � matter associated sucn as maintainin� adequace an3 aopropriatz insurance or security coverage for the project. Such 1oca1 authority for administration oF the work under the Cont.ract sha11 be maintained.until all business transactions executed as part of the Contract are complet�. Shou1� the Contractor's principal bas� of operations b� other than in the r^ort Worth-�allas m�tropolitan area, notification of the Contractor's a5signm�nt of local authority sha11 be made in writing to the Engineer in advance of any work on the project, all aopropriataly signed an3 seale3, as applicable, by the Cont.ractor's responsible officers with the understanding that this written assignment of authority to a local representative shall become part of the oroject Contract as though bound dir�ctly into the project documents. The intent of these rPquirements is that all matt�rs �associated with the Contractor's administration, whether it be orientzd in Furti�ering the work, or oth�r, be governed direct by 1oca1 authority. This same requir�ment is imposed on insurance aczd surety coverag?. Should the Contractor's 1oca1 representative Fail to perform to th� satisfaction of Engineer, the Engineer, at his sole discretion, may demand that such local representative be replaced and the Engineer may, at his sole discretion, stop all work until a new local a•uthority satisfactory to the Engineer is assigned. No credit of working time will be for periods in which work stoppages ar� in effect for this reason. � C3-3.15 VENUE: V�nue of any action hereinunder sha11 be exclusively in Tarrant County, T�xas. C3-3 (8) i� t PART C - GENERAL CON�I'I'I0�1S C4-4 SCOPE OF WORK tSECTION C4-4 SCOPE OF WORK � C4-4.1 INT�NT OF CONTRACT DOCUMENTS: It is ti�e definit� int�ntion of thes� Contract nocum�nts to provide for a complete, useful project which th� Contractor undertakes to � construct or furnish, all in full compliance with the r�quir=ments and int�nt of the Contract Documents. It is d�finitely understood that the Contractor sha11 do all work as nrovid�d for in the Contract Documents, sha11 do a11 �xtra or ' so�cial work as may be considered by the Owner as neczssary to complet� the project in a satisfactory and acceptabl� .ma:�n�r. Th? Contractor sha11, unless otherwise specifically stated in � these Contract Documents, furnish all labor, tools, mat?rials, 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 an3 satisractorily stipulated or covered by General or Special Conditions of these Co•ntract Documents be anticipatad, or should th�r� be any additional � proposed work which is not covered by thesz Contract Documents, then "Sp�cial Provisions" covering al1 such work ' will b� prepare3 by the Own�r previous to the time ot receiving bids or proposals for such work and furnish?d to the Bidd�r in th� form of Addenda. All such "Special Provisions" � shall be consid�red to be a part of the �ontract �ocunents just as th�ugh they were originally written therein. C4-4.3 INCREAS�'D OR DECREASED QUANTITIES: The Owner res2rves th� right to alt�r the quantities of the work to be performed � or to ext�nd or shorten the improvements at any time whan a:zd as found to be n�cessary, and the Contractor shall perform the � work as alt�red, incr�as�3 or decreaszd at the unit �ricQs. Such increased or decreased quantity shall not be more than 25 perc�nt of the contemplat�d quantity of such it�m or it�ms. � Wh?n such changes incr`ase or decrease the original quantity of any it�m or items of work to be done or materials to b� furnish�d py the 25 p�rcent or more, then either party to the contract shall upon written request to the othzr party be � entitled to a revised consideration upon that portion of the work above or Qelow the 25 percent of the original quantity stat�d in the proposal; such r'vised consi3eration to be � d=�ermin�d by special agrasme:�t or 3s h�reinafter providad for "Ex,tra Work. " �Io allowancs will be made for any changes in anticioat�d profits nor shall such changes be consider�d as � � C4-4 (1) � ' waiving or invalidating a:�y c��nditions or oroviaions of tne ' Contract Document.�. Variations in quaztitias of sani`ary se��er oipes i:� depth categcri�s, shall be intarpr��?d iiarein as 3p�lying to th� '' ov?ra11 quantitiPs or sanitary s�wer pipe in each pip� size, but not to the various depth catzgori�s. C4-4.4 ALTE�ATI0�1 OF CONTFACT DOCUMENTS: By Change Order, the Owner reserves the right to make such change.s in tne Contract Documents and in the charact�r or quaatities of the work as may be necessary or des_irable to i�isure completion in the mo�t satisfactory manner, provid�d sunc �hang?s do not materially alter the original �ontra�t Docume:�ts or chang? the general nature of the project as a w:�ol�. Such changes sha11 not bz consi3�re3 as waiving or invali3ating any con�dition or orovision of the Contract Docum�nts. C4-4.5 EXTRA WORK: Additional wor;� mad� necessary by changes and alt?ra�ions oE the Cont�act Docaments or oE quantities or for othzr reasons f�r which no prices ar� �orovided ia tha Contract Documents, shall be d�.fine3 as "Extra Work" and shall be p�rformed by the Contractor in ac�ordaizce with tizese �ontract Documents or ap��roved additions tizereto; vro�ided, howsver, that befor� any extra work is begun a"Change Order" shall be executed or written order issued by th� Owner to do the work for payments or credi�s as shall be d�termined by one or more combination of the followi�g m��:'nods: � a. � Unit bid price previousl� approved. �n agre�d Is�np sum. c. Tne actual zeas�nable cost of (1) lab�r, (2) rental of equipment used on th? ex�ra work fcr t;ze time so usad at Ass�ciated i,enaral Contraccors of Am��ica current equiy�ment rental rates; (3l materials entering per:nanently into the projec��, and (4 ) actual cost of ins�iranc?, bonds, and social security as detzrmined by the Own�r, plus a fix�d f�e to be agreed upon b�� not to �xceed 10� of the actual �ost of sucn ex:ra work. The Pixed f�e i� not to include any addit.ional pro�it to the Cont.ractor for rental of �qui�ment own�d �y him an3 used For t'ne extra work. The fe� sha11 oe fu11 and c�mpletP �ompensation to cov�r the cost �E sun=rintendenc�, overhead, otner prof_it, genersl and al1 oth�r Jx��ns� not included i:� ( 1), ( 2), (3), and (4) abov�. The Contractor �hall l:een accur3te cost r�cords on th� `or�m and i�z th� metnod C4-� (2) � , � sugg�s t=d i�y the pwner and shall giv� tize ��w:�er access to all accounts, bills, vouch�rs, an3 r?cords relating to th� Extra Work. allo "Change Order" shall become �ffectiv� until it has �een approved and signed by each of the Contracting parties. � No clai� for �xtra Work oF any kind will be allowe�3 unlass or32red in writing oy th� Owner. In case any orc��rs or instructions, either oral or written, appear to the Contractor A to involve Extra Work for w'�ich h� shouZ3 rec�iva compensation, he shall mak� written requ?st to the Engin�er For written ord�rs authorizing such Extra Work, prior to beginning such w�r;c. iW � � i�r � ShouZd a differ�nc? a�ise as to what does or �oes no� constitut� Extra Work, or as to th? paymer.t th��reof , an3 the Engineer insists upan its performance, =he Contractor sha11 oroceed with the work aft�r making writte� request f or written orders and sha11 l:�ap an accurate account of the actual reasonable cost thJreoi as provided undzr method (Item C). Claims �or extra work wi11 not b� pai3 unlass �he Contractor shall file his claim with the Owner witnin fiv� (5) days before the tim? For making the first esti.mats aft�r su•ch work is done and unl�ss the claim i.� s�sp�oorte3 by satisfactory vouchers and certified payrolls covering all labor and mat�rials expende� upon t'z� said Extra vVor�c, The Contractor sha11 furnish the �wn�r such installation records of all dac�iations from the original Contract Documents as may be necessary to enable the Owner to pr�par� for permanent record a correctzd set of �lans showing the actual installation, The compensation agraed upon For 'extra wor�' whetl1er or not � iniit.i3t�d by a'change order' sha11 be a ful1, comnl�t� and f inal. payment Eor al1 co�t� Contractor i:�cti�rs as 3 r�S11t or , rPlating to L-ne cnange or =xtra work, whether said costs are kr.own, �inknown, for?seen or unforeseen 3t that tim?, includi�g wit'�out limitation, any costs for dplay, �xt�n3ed ov�rh=a�, ' ripple or impact cost, or any ot'n�r �f.fect on chan��d or unchanged work a5 a r�S11� or th2 C•`lat1�3? or �x�.rz wor'�. � C�-4.6 SCHEDULE OF OPER?1TIONS: B=fore commenci!zg any w�r�c undnr this contract, the Contractor shall submit to �hA Own�r and re"'CP1 J� ti�� Wri�t � 3 d�j�rOV31. ther=of � 3'�SC17?C�lll? Oi Op�rations," showing by a s�raight li.ne method �he date of � commencing and finishi-:g each of the major ?lements oE r_!�P cont�act. Ti��r�� shall b� als� s�zow,� th�� estimated mont;�l�� CO3t. Of WOriC fOC vJ�l1(��7 ?3�.11T13t?S 3r� t.0 be �X��Ct.�?c�. `I'hZ�? � � :,4-4 ( 3 ) shall be oresented al an�ici�ated progr�ss of olot_�d horizontally anc vertically. Tne orog:ress 11" sneets and at least be �urnished to th� Owner. so a comL�osite granh showing the construction wit�Z th? time being tne percentage o� co�n��letion plotted cnarts shall be prepared on 8-1/2" x five �lack or b1uP line prints shall C4-4.7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT FACILITIES: Witnin ten (10) days prior to submission of fir�t :nonthly progress pay�nent, th� Con�ractor s:�all prepar� and submi� to the Owner for approval six copies of tize schedule in �ahich the Contractor pr000ses to carry on the work, the date of which he will start th� several major activities (includi:�g �rocur�ment of mat�rials, plans, and equigm?nt) and the contemplated 3atzs for completing the sa�me. The schedule shall be in the form of a tim� schedule Critical P�th Method {CPM) n�twork 3iagram. As the work progr�sses, the Contractor shall ant=r on the dia3ram the actual progress at the end of eaciz pa.rti�l payment p�riod or at such intervals as 3irected by the Engineer. The Contractor shall also revise the schedule to reflect any a3justments in contract time a�proved by the Engineer. Thre� copies of t:�e updated schedule shall �e delivered at 5uch iztervals as 3ir�cted by the Own�r. ' As a minimum, the construction schedulA shall incorporate al1 work �lements and activities indicated in th� �oroposal a�d in the technical specifications. Prior to th� final drafting of the 3etailed construction sch�dulP, the Contractor shall revi�w the draft sch�dule with the �zgineer to ensure the Contractor's understanding of tn' contract .r�quir?m�nts. The f�llowi:�g guidelizes shall be a3her�3 to in preparing the construction schedule: a. Mil�stone dates and final �roject completioa dat�s shall be d�veloped to conF�rm t� time constraizts, sequencing r�quire�nents and completion time. b. The construction oroces� shall be divided into activities with ti.me durations oi approximat�ly iourtaen (14) days and construction values not to axce�3 $50,000. Fabrication, d��livery and ssbmi;_�al activities ar� exc��tions to this gui3eline. C4-� (4) � � �i � � � LJ C c. Du�a�ions .�'za11 �� i� calan3ar 3ays an:3 normal holidays an3 w?s �n _r condi =ions over the dur �r io:� oL thz contract �ha11 b� ac:�ount�d for wit:�in the duration of each �cti��izy. d. One critical �at'� s�za11 be shown o:� the constructic�n sch�dul�. e. r^loat time is 3`�in�d a,� the amount of time Q�tween th� earli�:�� start date and th? latest start date of a ��ain of activities of the CPM constru�tion sch�3�iie. Float time is not for the exclusive use or o�n��it of either �ne Cont.ractor or tne �wn:�r. f. Thirty days s'r,a11 �� uszd for submittal r�view unless otherw�s� s��ciii?d. The construction sch�dula sha11 as a�ninimum be divided 111t0 gen'ral Cat�gorias 3S � ndicat�(3 lri t�'1� PL'ODOS�l di1t� Technical S�eci�ications an3 �ac'� geneial cat�gory s.zall be brok�n down in�o activi�i�; in �nough 3erail to achieve activities of approximat=l� =our��en (14) days duzation. For each gzneral ��ategory, �he constrliction schedule shall identify all tra3?s or subcontracts whose work is r�pr�s�nt�d 'ay activiti�s =hat follow the guidelines of this Section. For �ach of th� i.rades or s�sbcontracts, thA construction � schedul� shall indicat� �a� following �rocurenents, constructi,�n a�d pr�acceg��nc� a�tivities an3 �;r�nt� i:� � their logical sequenc� for �.7?11��C�nt and mat�rials. 1. Fr�paration and tr.ansmi��a1 of submirtals. 2. � 3. � � r� � � Subrni �tal revi�w p�rio :s . �hop ia'aric3tion and d�liv�rj. 4. Er�ction or instaltatio^. S. 6. 7. 8. Transmittal of manuf��,ir�r' � o�eration and mai�t;�;iance i�structi,�r.s. Installed equi�mE�nt an3 mat�rials t�s�ing. Own�r's op�rator instr�sc`i��n (it _pnlicabi.�). Final inspection. �_�-� ; � ) 9. Ogerational testi�g. 10. rinal ins�ection. If, in the opini��n of the Owner, work accomplished fa11s behind that scheduled, thA Contractor shall ta'�e such action as necessary t� improve hi.� �rogress. In addition, tl�e Owner ma� requir� th� Contractor to submi� a rsvised scnedule d��onstratizg his program an3 propose3 nlan to ma,�ce up lag in sc:�eduled or�gr�ss and to i�sur� com�letion oF the worK within the contract time. If the Own�r finds th� �roposed plan not accepta�l?, ti� cnay requir` the Contractor to increas� i�he work iorc�, the construction plant and equip�nent, tne numb�r of wc�rk snifts or the �ve�time o�erations ��aithout additional cost to thz Owner. Failur? of t'ne Contractor to comply �aith tiz2s� r�quir�tnents shall be con.�idered groun3s For 3�t:�rmination hy tii� Owner that the Cantractor i� failing to �rosecute t'ne work with such diligenc:: .�s will insu.re it� compl��ion wit�in the time specified. �4-� (5) � � � ��y PART C - GENERAL C5-5 CONTROL OF MATERIALS SECTION CS-5 CONTROL OF WORK AND MATERIALS CONDITIONS WORK AND C5-5.1 AUTHORITY OF ENGINEER: The work shall be performed to � the satisfaction of the Engineer and in strict compliance with the Contract Documents. He shall decide all questions which arise as to the quality and acceptability of materials furnished, work performed, rate of progress of the work, � overall sequence of the construction, interpretation of the Contract Documents, acceptablz 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 A•, means, methods, techniques, sequences or procedures of construction, or the saf�ty precaution and programs incident thereto, and he will not be responsible for Contractor's failure to perform the �aork in accordance with the, contract documents. � He shall determine the amount and quality of the work � completed and materials furnished, and his decisions and estimates shall be final. His estimates in such event shall be a condition to the right of 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. � � � � l Nl � In the event of any dispute between the Engineer and Contractor over the decision of the Engineer on any such matters, the Engineer must, within a reasonable time, upon written request of the Contractor, render and deliver to both the Owner and Contractor, a written decision on the matter in controversy.� C5-5.2 CONFORMITY WITH PLANS: The finished project in all cases shall conform with lines, grades, cross-sections, finish, and dimensions shown on the plans or any other requirements otherwise described in the Contract Documents. Any deviation from the approved Contract Documents required by the Engineer during construction will in all cases be determined by the Engin�er and authorized by the Owner by Change Order. CS-5 (1) C5-5.3 COORDINATION OF CONT�ACT DOCUMENTS: Tne Contract Documents ar� mada up o� se��ra1 s�ctions, which, taken togeth�r, ar� intsnded to describ� and provide for a compl�t� and useL�l project, and any r�quir�ments aopearing in one of the sections is as binding as though it occurr�d in al1 sections. In case of discr�pancies, figured dimension shall govern over scal�d dimensions, plans sha11 govern over specifications, sp?cial condi�ions sha11 govern over general conditions and standar3 spsciLications, and quantities shown on the plans shall govern ov�r �hos� shown in the proposal. The Contractor shall not tak� advantag� of any appar�nt error or omission in the Contract Documents, and the Owner shall be permittad to mak� such corr�ctions or interpretations as may be 3eemed necessary for the fu1fi11m�r.L of the intent of the Contract Documents. In the ev�nt thz Contractor discovers an apparent error or discrepancy, hs sha11 imm�diataly ca11 this condition to the attzntion of the �ngin�er. In the event of a conflict in the drawings, sp�ci�ications, or other portions of the Contract Documents which w�r� not reported prior to the award of Contract, the Contractor shall be deem�d to havz quoted the most �xpznsive resolution of the conflict. C5-5.4 COOPERATION Or^ CONTR?�CTOR: The Contractor•will be furnished with three sets of th� Contract Documents and shall hav� available on t:�e site of the project at all times one set of such Contract Documents. The Contract shall giv� to th? work the constant attention necessary to facilitat� tn� progress th�reof and shall cooperate with the Enginser, his inspector, and other Contractors in every possi�le way. The Contractor shall at a11 tim�s have comp�tent personnel available to the project site for prop�r performance of the work. The Contr�ctor shall provide a:�d maiatain at all times at the �ite of the project a comaetent, English-speaking superintendent and an assistant who ara fully authorized to act as the Contractor's agent on the work. Such superintend�nt and his assisLant shall be capable of reading and understanding the Contract Documents �nd sha11 receive and fulfill instructions from the Owner, the Engin�er, or his authorized representatives. Pursuant to tnis responsibility of the Contractor, the Contractcr sha11 designats in writing to the project sup�rintend�a:, to act as the �.ontractor's agent on th� work. Such asaistant oroject superintendent shall b� a r�sident ot Tarrant County, Texas and shall be subject to call, as is the project Superintendent, at any time of the day or night on any 3ay of tiz� wez'�c on which the Engineer :�etermines that cirLumstances raquire the presence on tize project site oE a rapresentative of the Contractor to C5-5 (2) � ' � adequately provid traveling public or project extends or �" project routing. e for the saf�ty or convA:�ienc� of the the owners of property across which the the safety of property con�iguous to the Tne Contractor shall provide all facilities Engineer and his in5�ector to �xamine and v workmanshi� and materiala entering into the work. � � � � � � to enable the inspect the CS-5.5 r.MERGENCY AN�/OR RECTIrICATION WORK: When, in th� opinion of the Owner or Engin��r, a condition of �mergency exists relat�d to any �art of thA work, the Contractor, or the Contractor through his designated rznresentativ?, shall r?spond with dispatch to a v�rbal r�quest mad? by t:�e Ownsr or Engine�r to alleviat� thz em�rgency condition. Such a r�sponse shall occur day or night, wheth�r the project is scheduled on a calendar-3ay 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 requir�ments of the project specifications or plans, th� Engine�r shall give the Contractor written notics that such work or changes are to be performed. The writtsn notice sha11 direct attention to the discrepant condition and request the iontractor to take remedial action to correct th� condition. In the event ths Contr3ctor does not t3IC2 positive steps to fu1fi11 this written request, or do�s not snow just cause for not taking the proper action, within 24 hours, the City may take ssch remedial action with City forces or by contract. The City shall then deduct an amount equal to the entir� costs for such remedial action, plus 25$, from any funds due the Contractor on the project. W C5-5.6 FIELD OFFICE: The Contractor shall provide, at no extra compensation, an adequat� fi�ld office for use of the � Engi�eer, if soeciEically call�d For. The field office shall be not less than 10 by 14 feet in floor arsa, substantially constructed,, well 'neated, air conditioned, light�d, and � weatnar-proof, so tI13t �ocuments will not be damaged by the elaments. C5-5.7 CONSTRUCTION STAKES: The City, through it� Engin�er, will furnish the Contractor with all lines, gradss, and r. measur�ments necessary to the proper prosecution and control of the work contracted for undar these Cantract Docum�nts, and � lines, grades and mza7ur�m�;�t� wilt b� established by m�ans of stakes or other rusto�nary method of �r�arking as may �e fc�und consistent with good practic�. � � C5-5 (3) These stak�s or markings shall be set sufficiently in adJance of construction op�rations to avoid delay. Such stakes or markings as may b� established for the Contractor's us� or guidanc� snall be pres�rved by the Contractor until he is authoriz�d by the �ngin�er to remov� them. Whenev?r, in the opinion of the Enginezr, any stakes or mar:�ings hav� bzen careles�ly or 4aillfully d?stroyed, disturbed, or removed by th= Contractor or any of nis employees, thz full cost of replacing such stakes or marks plus 25$ will be charged against the Contracto.r, and the f ull amount wi11 be deducted from pay.�ent due th� Contractor. C5-5.8 AUTHORITY AND DUTIES OF CITY INSP�CTORS: City Inspectors wi11 bz au�'norized to inspect all work done and to be don� and all materials furnishe3. Such iZspe�ction may extend to all or any part of the work, and the preparation or manufacturing of the mat�rials to be us?3 or equipment to be installed. A City Inspector .may be stationed on t!ze work to report to th� Engin�er as to the progr:ss of the work and the manner in which it is being performed, to report any evidence that the mat�rials being furnished or the work being performad by tile Contractor £ails to fulfill ta� requirzments of the Contract Documents, and to call the attentiofl of the Contractor to any such failure or other infringements. Such inspection or lack of inspection will not relieve t'ne Contractor from any obligation to perform the work in accordance with the requirements of the Contract nocuments. In case of any dispute arising bztween 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 �quipmeat to suspen3 work until the question at issue can be referred to an3 be decided i�y the Engin�er. The City Iaspector will not, however, be authorize3 to revoke, alte.r, �nlarge, or r�lease any requirement �f these Contract Documents, nor to aoprov� or accept any portion or section of the work, nor to issue any instructions contrary to the requirements of the Contract Documents. 'rIs will in no case act as superintend�nt or foreman or,perform any other duties for the Contracto.r, or interf�re with the manag�ment or operation of_ the work. iie will not accept from the Contractor any cocnpen�ation in any form for p�rf�rming any duties. The Contractor shall regard and obey the dir�ctions and instructions of the City Inspector or Engineer when the same are consistent witii the obligations of the Contract Docurnents, nrovided, how�v�r, should tlie Contractor object to any �r3ers or instru�tions of th� �ity Inspector, the Contractor may within six days make written app�al to the Engine�r for nis dscision on the matter in controversy. C5-5 (4) � l, C5-5.9 INSPECTION: The Contractor shall furnish the Engine�r with ev�ry r�aasonabla facility for ascertaini:�g wh�ther or not tn� w�rk as oerformed is in accor3anc� wi_n the raguirements of the Contract �ocuments. If� t:�a Engine?r so requests, the Contractor shall, at any tim� b�fore accentance of the work, r�move or uncov�r such portion of th� finished work as may be 3ir:cted. Aft=r examination, ths Contrac�or shall restore said portions of the work to the standard required by the Contra�t Docum2nts. n Should the work �xposed or ?xa.�nined �rove acceptable, the uncovering or removing an3 replacing of the cov�ring or making good of the parts remov�d sha11 be pai3 for as extra wor�c, but � shoul3 bA work so axposed or examined prov� to be unacceptable, the uncov�ring or ramoving and the replacing of all adjacent d?fective or damaged parts shall be at the � Contractor's expense. No wor:{ shall be done or mat�rials us�d without suitable supervision or insp�ction. � C5-5.10 REMOVAL OF DEFECTIVE AND UNAUT�iORIZED WORK: All work, . materials, or equipment which has been r�jecte3 shall be r�medied or r�mov�d and r�plac�d in an acceptable manner by the Contractor at his own expens�. Work dona beyond t�ie lines v and grades given or as shown on the plans, except as herein specifically provided, or any Extra Work done without written � authority, will be considered as unauthorized and done at the " expense of the Contractor and will not be paid for by the Owner. v�ork so done may b� ordered remov�d at the Contractor's expense. Upon th� failure on tne part of the �" Contractor to comply with any ord�r of the Engineer made under the provisions of this paragraph, th� Engineer will have the authority to cause der�ctive work to be remedied or removed and r�placed and un�uth�.riz�d work to be remove3, and the cost � therAof �nay be de3ucted fr�m any :noney due or to become due to the Contractor. Failure to require th�a removal of any � det�ctive or uTlauthorized work shall not constitute acceptance of sucn works. C5-5.11 SUBSTITUTE MATERIALS OR EQUIPMENT: If the � Specifications, law, ordinanc?, codes or regulations permit Contractor to furnish or use a substitut= that is equal to any material or equipmsnt specified, and if Cont.ractor wishes to � furnish or use a proposed substitute, he sha11, r�rior to the preconstruction c�nference, mai�e written application to ENGINEER for appr�val of sucti substitute certifying i� writing �,, tnat the pr000sed substitute will perForm adequately the functions call�d ��r by th�� gzneral 3e�ign, b? similar an3 of equal substance to tha� soeciFie3 and be suited to the sam� use and capable of perf�rming the same Function as that specified; and identifying all vari3tions of the proposed � � . C5-5 (5) substitute from that specified and indicating availabl� maintenance service.� No substitut� shall be ordered or installed without the writt�n,approval of Engineer who will be the judge of th? equality and may requir� Con�ractor to furnish such other daLa about the proposed substitute as he considers pertinent. No substitute shall be ord�red or installed without such performance guarantee and bonds as Owner may requir� which shall be furnished at Contractor's expense. Contractor shall indemnify an3 nold harml�ss Owner and Engineer and anyone directly or indirectly employed by either of them from and against the claims, damages, losses and expenses (including attorneys fees) arising out ot the use of substituted mat�rials or equipment. C5-5.12 �AMPLES AND TESTS OR MATERIALS: Whera, in th� opinion of the Engineer, or as called for in t�a Contract Docu�ents, tests of materials or equipment are necessary, such tests will b� made at th� expense of and oaid for direct to the testing agency by the Owner unless otherwisz specifically provid�d. The failure of the Owner to make any tests of mat�rials shall be in no way relieve the Contractor of his r�s�on�ibility of furnishing materials and equipment fully conforming to th� requir�ments of the Contract Docume.nts. Test� and sampling oz materials, unless otherwise specifie�, will be madP in accordance with the latest methods prescribed by the American Society for Testing �at�rials �r sp?cific requir�m�nts of the Own�r. The Contractor shall provide such facilities as the Engineer may require for collecting and forwarding sampl�s and shall not, �ithout specific written permission of the Engineer, use the materials represented by the sam�les until tests hav� beea made and the materials approved for use. Th� Contractor will furnish adequat� samples without charg� to the Owner. In case of concrete, the aggregates, design minimum, and the mixing and transporting equip-ment shall be approv?d by the Engineer before any concr�te is place3, and th� Contactor shall be responsible for r?placing any concrete which d��s not meet the requir ements of the Contract Documents. Tests shall be made at least 9 days prior to the placing of concrete, using samples from the same aggr�gat�, cement, and mortar which arA to be us�d later in the concret�. Should thP source of supply change, n?w tests shal� be made prior to th� use of the n�w materials. C5-5.13 STORAG� OF MATERIALS: All matsrials which ar� to be uszd in the constr.uc�ion operation shall �P stor�d so as to insure the pres�rvation of the quality and fitnes� of the wor'�. When directed by the Engine�.r, th�y shall b� placed on woodz� platforms or other har3, clean durable surfaces and not on th= C5-5 (6) � ground, and shall mat�rials sha11 b. prompt inspection. � � � � ** � �� i �, be olaced under cov�r when dir�ct?d. Stored � placed and located so as to facilitate CS-5.14 EXISTING STRUCTURES AND UTILITIES: The location and dimensions shown on thz P1ans relativ� to �xisting u�ilities 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 definit� location of, existing underground utilicies. The location of many gas mains, water mains, conduits, sewer Iines 3nd service lines for all utilities, etc., is unknown to �he Own�r, and the Own=r assunes no responsibility for failure to show any or all ssch structures and utilities on th� plans or to show them in th�ir 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 quantiti�s in any manner whatsoev?r, unless an obstruction encountered is such as to nec�ssitate changes in the lines and grades of consid�rable magnitude or requires the building of special works, �rovision for which i� not made in the Contract Documents, in which cass the provision in these Contract Documents for Extra Work sha11 apply. . It shall be the Contractors r�sponsi�ility to verify locations of adjacent and/or conflicting utilities sufficiently in. a3vanc� of construction in order that he may negotiate such local adjustments as nec�ssary in the construction proc�ss to provid� adequat� clearances. The Contractor shall take all n�cessary precautions in order to protect all �xisting utilities, structures and service lines. Verification of existing utilities, structures and s�rvice lines shall include notification of all utility companizs at least forty eight (48) hours in advance of construction including explora�tory �xcavation if necessary. All verificati�n of existing utilities and their adjustment shall be considered as subsidiary work. �5-5.15 INTERRUPTION OF SERVICE: a. Normal Prosecution: In the normal prosectuion of work where the int�rruption of service is nec�ssary, the Contractor, at least 24 hours in advance, shall be r�quir�d to: l. Notify the Watar Department's Distribution Division as to location, tim?, and schedule of service interruption. C5-5 (7) 2. Notify each customer Dersonally through responsible personnel as to time and schedule of the interruption of their service, or 3. In the event that personal notification of a customer cannot be made, a prepared tag form shall be attached to the customer's entrance door knob. The tag shall be durable in composition, and in large bold tyoe shall say: "NOTICE" Due to Utility Improvement in your neighborhood, your (water} (sewer> service wi11 be inter- rupted on between the hours of and . This inconvenience will be as shor�� as possible. Thank you, Contractor Address Phon� b. Emerqency: In the event that an unforeseen service interruption occurs, notice shall b� as above,but immediate. C5-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through acts or neglect on the part oF the Contractor, any other Contractor or any sub-contractor shall suff�r loss or damage on the work, the Contractor agr�es to settle with such other Contractor or sub-contractor by agreement or arbitration. If such otner Contractor or sub-contractor shall assert any claim against the Owner on account of any damage alleged to have been sustained, the Own�r will notify the Contractor, who shall indemnify and save harmless the �wner against any such claim. C5-5.17 CLEAN-UP: Clean-up of surplus and/or wast� mat�rials accumulated on the job site during the prosecution of the work under these Contract Documents shall be accomplished in ke�ping with a daily routin� established to the the satisfaction of the Engineer. Twenty-f�urs fours after written no�ice i� given to the Contractor that the clzan-up on the job si}� is procee3ing in a manner unsatisfactory to the Engineer, ii the Contractor fails to corre�t the �5-5 (8) i� � � � � � � unsatisfactory procedur�, the City may take such direct action as the Engine�r d��ms appropriata o correct the clean-up deficiencies cit�d to the Contract�r in the written notice, and the costs of such direct action,lplus 25� of such costs, sha11 be deducted from moni�s due�or to become due to the C�ntractor. I Upon the completion of the projectlas a whole as covered by these Contract Documents, and befo�j�£inal acceptance and final payment will be madz, the Cot�tractor shall clean and remove from the site of the proje.ct all surplus and discarded materials, temporary structur�s, and debris of every kind. He shall leave the site of all worklin a neat and orderly condition equal to that which origin�lly zxisted. Surplus and waste mat=rials removed from the site of the work�shall be disposed of at locations satisfactc�ry to the Engineer. The Contractor shall thoroughly cl�an all equipment and materials installed by him and shall 3eliv�rlover such mate.rials and equipment in a bright, clean, polished and n�w appearing condition. No extra comp�nsatilon will be made to the Contractor for any clean-up requir=_d �n thA project. C5-5.18 FINAL INSPECTION: Whenevs� the work provided for in �,,, and contemplated under the Con�rq� ct 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 :na3e. Such inspection wi11 be made within IO days after su�ch notification. After �, such final inspecti�n, if the work a d mat�.rials and equipment are found satisfactory, the Contra�tor will be notified in writing of the acceptance of the same after the proper resolution has been passed by the �ity Council. No time charge will be made against the Contractor between said date �,; of notif ication of thz Enginear �n3 the date of f i nal inspection of the work. � � ' 1 � CS-S (9) � "'� � PART C - GENER�IL CONDITIONS C6-6 L:GAL R�LATIONS AND PUBLIC RESPONSIBILITY n SECTION C6-6 L�GA� R�LATIONS AND PUBLIC RESPONSI�ILITY C6-6.1 LAWS TO B� OBS�RVED: Th� Contractor shall at a11 times �, observ� and comply with all Federal and State Laws and City ordinanc�s and regulations which in any way affect th� conduct of th� work or his operations, and shall observe and comply � with all orders, laws, ordinances and xegulations which exist or whicn may bA enacted later by bodiss having jurisdiction or authorit� for such enactment. No pl�a or misunderstanding or � ignorance ther�of will be considere�.; T�e Contractor and his Sur�ti=s shall indemnify and save harm�ess the City and all oi its ofiiczrs, agents, and employees against any and all claims or Iia�ility arising from or k�ased cn the violation of any � such law, ordinance, r�gulation, or order, wheth�r it be by himsel= or his employ�es. C6-6.2 PERMITS AND _T,ICENSLS: The Con}ractor shall �rocure all permits and 1ic�nses, pay a11 chargss, costs and fees, and giv= all notices necessary and incid�nt to the due and lawful prosecution of the work. C6-6.3 PATENTED DEVICES, M?�TERIALS AND PROCESSES: If the Contrac�or is required or desires to L.se any design, device, �'�,' material, or process covered by letter, patent, or copyright, he shall provid� for such use by suitable legal agreement with �,.. the pat�ntee or owner of such pat�nt, letter, or copyrighted design. It is mutually agreed and understood that without exception the contract prices shall include a11 royalties or cost arising irom patents, trade-marks, and copy rights in any way involved in the work. The Contractor and his sureties � shall indemnify and save harmless the Owner from any and all claims for infringement by reason of the use of any such patent�d design, device, mat�rial or process, or any � trade-:nark or copy right in conn�ction with the work agre�d to be periormed und�r these Contract Documents, and shall � indemnify the Owner for any cost, exp�nse, or damage which it may be oblig�d to pay by reason of such infringement at any tim� during the prosecution of the wor;c or after completion of the work, provided, however, that th� Owner will assume the responsibility to defend any and a11 suits brought for the .W infrinq�mant oi any patent claime3 to be infring�d upon by the design, typ� of cons�ruction or material or �quipment � specifi�d in the Contrac� Docum�nts furnished th� Contractor by th� Owner, and to hold the Contra��tor harmless on account of such suits. � C6-6 (1) � C6-6.4 SANITARY PROVISIONS: The Contractor sha11 establish and enforce among his employees such regulations in regard to cleanliness and disposal of garbage and waste as wi11 tend to prevent the inception and spread of infectious or contagious diseases and to effectively pr�vent the creation of a nuisance about the work on any property either public or private, and such regulations as are required by Law shall be put into immediate force and effect b� the Contractor. The necessary sanitary conveniences for use of laborers on the work, properly sec.lud.ed.from public observation, shall be const.ructed and maintained by the Contractor and their use shall be strictly enforced by the Contractor. Al1 such facilities shall be kept in a clean and sanitary condition, free fram objectionable odors so as not to cause a�uisance. All sanitary laws and regulations of the State of Texas and the City shall be strictly complied with. C6-6.5 PUBLIC SAFETY stored about the work work sha11 at all t greater obstruction c considered to be absc Contractor is required his work in such a convenience of the pub: and convenient ingre: the work area. The Co� to render reasonable traffic, except during operations, at all dz include bridging, plac� other means of provic property served by the annrnnriat_P_ Such ot AND CONVENIENCE: Materials or equipment shall be so placed and us?d, and the .mes be so conducted, as to cause no r inconvenience to the public than is lutely necessary by the Engineer. �The to maintain at all times a11 �hases of ianner as not to impair the safety or ic, including, but not limited to, safe s and egress to property contiguous to �tractor shall make adequate provisions ingress and egress tor normal vehicular actual trenching or pipe installation iveway crossings. Such provisions may :ment of crushed stone or gravel or such ing proper ingress and egre�s for the driveway as the Engineer may approve as her means mav include the diversion of driveway traffic, with specific approval by the Engineer. It diversion of traffic is approved by the Engine`r ac any location, the Contractor shall make arrangements satisfactory to the Engineer at any location, the Contractor shall make arrangements satisfactory to the Engineer for the diversion of traffic, and shall, at his own expense, provide all materials and perform all work necessary Por the construction and maintenance of roadways and bridges for such diversion of traffic. Sidewalks must not be obstructed except by special permission of the Engineer. The materials excavated and the construction materials such as pipe used in the construction of the work sha11 be placed so as not to endanger the work or prevent free access to all fire hydrants, fire alarm boxes, police call boxes, wat�r valves, C6-6 (2) � S gas valves, or manholes in the vicinity. The Owner reserves � tne right to remedy any n�glect on the part of the Contractor as regards to public conv�nience and safety which may come to � its attention, after twenty-four hours notice in writing to � the Contractor, save in cases of eme::gency when it shall have the right to rem�3y any neglect without notice, and in either � case, the cost of such work done or materials furnished by the Own�r or by the City shall be deducte3 from monies due or to becom� due to the Contractor. The Contractor, after ap�roval of the Engineer, shall notify the Fir=_ Department Headquarters, Traffic Engineer, and Police Department, when any street or alley �.s re�uested to be closed or obstructed or any firs hydrant is to be ma3e inaccessible, � and, when so dir�cted by the Engineer, shall keep any street, streets, or highways in condition for unobstructed use by fire ' apparatus. The Contractor shall p omptly notify the Fire Department Headquarters when alI su�h obstructed streets, alleys, or hydrants ar� again placed back in service. L � Where the Contractor is required to construct temporary bridges or make other arrangements fo� crossing ovjr ditches or streams, his responsibility for accidents in conn?ction with such crossings shall include the roadway approaches as well as the structures of such crossings. The Contractor shall at all times conduct his operation and the use of construction machinery so as not to damage or destroy trees and shrubs Iocated in close proximity to or on the sit� of the work. Wherever any ssch damage may be done, the Contractor shall immediately satisfy all claims of property own�rs, and no payment will ae made by the Owner in settlement of such claims. The Contractor shall file with the Engineer a written statement showing a�.l such clai�ns adjusted. C6-6.6 PRIVILEGES OF CONTRACTOR IN STREETS, ALLEYS, AND ' RIGHT-OF-WAY: ror the performance of the contract, the Contractor will be permitted to use and occupy such portions of the public streets and alleys, or oth�r public places or � other rights-of-way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the Engineer. A � reasonable amount of tools, matArials, and equipment for construction purposes may be stored i� such space, but no more than is n�cessary to avoid delay in the construction �„� operations. Excavated and waste materials shaZl be piled or stack�d in such a way as not to int rfzre with the use of spaces that may be designated to be l�ft free and unobstructed and so as not to inconvenience occupants of adjacent property. If the street is occupied by railway tracks, the work shall be � �� C6-6 (3) carri�d on operation o contractor� contract, Contractor assistance additional be provided in such manner as not to interfere with the f trains, loading or unloading of cars, etc. Other o� th� Own�r may,,for all purposes r�quired by the ent=r upon the work and premises used by the and shall be provided all r�asonable facilities and for the completion of adjoining work. Any grounds desired by the Contractor for his us� shall 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 easament for the work. Where the railway tracks are to be crossed, the Contractor shall observe all the regulations an3 instructions of the railway company as to the methods of p�riorming the work and take all precautions for safety of property and the public. Negotiations with the railway compani`s for permits shall be don� by and through the City. Th� Contractor shall give the City notice not less than fiv� days prior to the time of his intentions to begin work on that portion oz the project which is related to the railway properties. The Contractor will not be given extra or additional compensation for such railway crossings unl�ss specifically set forth in the Contract Documents. - C6-6.8 BARRICADES, WARNINGS AND WATCHMEN: Where the work is carried on in or adjacent to any street, alley, or public place, the Contractor shall at his own expense furnish, erect, and maintain such barricades, fences, lights and danger signals, shall provide such watchmen, and shall tak? all such other precautionary measures for the protection of persons or property and of the work as are necessary. Barricades and fences shall be painted in a color that will be visible at night. From sunset to sunrise the Contractor shall furnish and maintain at least one easily visible burning light at each barricade. A sufficient number of barricades shall be erected and maintained to keep pedestrians away from, and vehicles from b�ing driven on or into, any work under construction or being maintained. The Contractor shall furnish watchmen and keep them at their respective assignments in sufficient numbers to protact the work and prev�nt 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) �il i � The Contractor will not rsmove any regulatory sign, instructional sign, street nam� sign, ar other sign which has been erected by the City. If it is determined that a sign � must be removzd to permit �requir�d construction, th� Contractor shall contact the Transoortation and Public Works department, Signs and Markings Division (phone number � 8780-8075), to remove the sign. In the case of regulatory signs, the Contractor must replac� the oermanent sign with a temporary sign m��ting th=_ requir�ments or the above �' referenc�d manual and such Lemporary sign must be installed . prior to the removal of the permanent sign. If the t�mporary sign is not installed correctly or if it does no� meet the requir�d specifications, tha perman=nt sign shall be left in � place until the temporary sign requir�m�nts are met. When construction work is compl�tzd to the extent�that the � permanent sign can ba re-installed, the Contractor shall again contact the Signs and Markings Division to re-install the perman�nt sign and shall leav� his t�mporary sign in place until such r�-installation is comol=t�d. � The Contractor will be held r�sponsible for all damage to the work or the public due to failure of barricades,, signs, fences, lights, or watchmen to protect them. Whenev�r � evidence is found of such damag� to the work the Engineer may order the damaged portion immediat�ly remove3 and raplaczd by � the Con�ractor at the Contractor's own expense. The Contractor's r�sponsibility fo= the �r�aint�nance of barricades, signs, fences and lignts, and for oroviding watchmen shall not cease until the project shall nave been completed and accepted *" by the Owner. No compensation, except as specifically provided in these Contract Documents, will be paid to the Contractor for the � work and materials involv�d in the constructing, providing, and maintaining of barricades, signs, rznces, and lights or � for salaries of watchmen, for th� subsequent removal and disposal of such barricades, signs, or for any other incidentals necessary for th� proper protection, saf�ty, and convenience of the public during th� contract p�riod, as this � work is consider�d to be subsidiary to the several items for which unit or lump sum prices ar� requ�st�d in tn� Pr�posal. � �6-6.9 USE OF EXPLOSIVES, DROP WEIGHT, ETC.: Should the Contractor elect to use explosives, drop weight, etc., in the prosecution of the work, the u�most car= shall be ex�rcised at � a11 times so as not to endanger lifp or prop�rty, The Contractor shall notify th� proper representativ� of any public s�rvice corporation, any company, individual, or utility, and the Own�r, not l�ss than twenty-four hours in � � C6-6 (5) advance of the usa of any activity which might damage or endanger their or his property along or adjacent to the work. Whera the use of exalosives is to be permitted on th� project, as specified in the �pecial Contract Documents, or the use of explosives is requ�st�d, the ConLractor sha11 submit notice to the Engineer in writing twenty-four hours prior to commencing and shall furnish evidence that he has insurance coverage to protect against any damages and/or injuries arising out of such use of 2XPZOSIV�S. Al1 claims arising out of the use of explosives shall be investigatzd a�d a written report made by the Contractor's insurers to the Engineer within ten (10) days after receipt of written notice of th� c�aim to tne Contractor from eitner the City or the claimant. The City shall oroceed to give notice to the Contractor of any such claim. The use of explosives may be suspended by the Engineer if any complaint is received and such use shall not be r�sumed until the cause of the complaint has been addressed. Whenever explosives ar� stored or kept, they shall be stored in a safe and secur? mann?r and all storage places shall be plainly marked "DANGEROUS EXPLOSIVES" and shall be under the care of a competent watchman at all times. All vehicle� in which explosives ara being transported shall be plainly marked as mention�d above and shall, insofar as �ossible, not use heavy traffic routes. C6-6.10 WORR WITHIN EASEMENTS: Where the work passes over, through, or into private property, the Owner will provi3e such right-of-way or easement privil�ges as the City may deem necessary for the prosecution of the work. Any additional rights-of-way or work area considere3 necessary by the Contractor sha11 be provided by him at lzis 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 �rivate property for any purpose without having previously obtained permission from the owner of such property. The Contractor will not be allowed to store equipment or material on private property unless and until the specifi�3 approval of the property owner has been secured in writing by the Contractor and a copy furnished to the Engineer. Unless soecifically provided otherwise, the Contractor shall clear all rights-of-way or easements of ob�tructions which must ba removed to make possible proper prosecution of the work as a part of the project construction operations. .The Contractor shall be responsibl� for the praservation of and shall use C6-6 (6) � � I; �i� every precaution to prevent damage to all trees, shrubbery, plants, lawns, fences, culverts, curbing, and a11 oth�r types of structures or improvemen�s, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurt�nances thereof, including the construction of temporary fences, and to all otner public or privats property along adjacent to the work. The Contractor shall notify the proper reoresentatives of � owners or occupants of public or private lands or interest in lands which might be affected 'oy the wor�c. Such notice shall be made at least 48 hours in advance of the beginning of the work. Notices shall be applicable to botiz public and private utility companies or any corporation, company, individual, or � other, either as owners or occupants, whose land or interest in land might affected by the work. Tne 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 metho3 or execution of the work, � or at any time due to defective work, material, or equipment. � � !+� � � � � � � � When and where any �3ir?ct or indir�ct or injury is done to public or private prop�rty on account of any act, amission, neglect, or misconduct in the execution of the work, or in consequence of the non-execution thereo= on the part of the Contractor, he shall restore or hav� restored at his own cost and exoense such property to a condition at least equal to that �xisting before such damage or injury was done, by repairing, rebuilding, or otherwise replacing and restoring as may bs directed by the Owner, or h� shall make good such damages or injury in a 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 cross�d, the Contractor shall set cross braced posts on either side of p�rmanent easement befor� the f ence is cut. Should additional fence cuts be necessary, the Contractor shall provide cross braced posts at point of the proposed cut in addition to the cross braced posts provid�d at the permanent easements limits, bef�r� the fence is cut. Temporary fencing shall be erect�d in placz of the f�ncing remov�d whenever the work is not in progress an3 when the site is vacated overnight, and/or at all times to pr�vent liv�stock from ent�ring the construction area. The cost for fence remo�al, temporary closures and replac�ment shall be subsidiary to the various items bid in the project C6-6 (7) proposal. TheraFor�, no separat� pa�ment shall b� allowed ior any service associat�d with tnis wor�. In case of failur� on the part of �he Contractor to r?store such prop�rty to mak� good such 3amag� or injury, th? awner may, upon 48 hour written notice und�r ordinary circumstanczs, and without notice whan a nuisanc� or hazardous condition r�sults, proce�d to repair, rebuild, or otherwise restor� such property as may be determinzd by th� Own�r to be necessary, and tne cost thPreby will be dzduct�d from any monies due or to become due to the Contractor und�r this Contract. C6-6.11 INDEPENDENT CONTRACTOR: I= is understood aad agr�ed by the narties }i�.r�to that Contractor sha11 p�rform a11 work and services hereun3er as an in3epend�nt contractor, and not as an officer, agent, s?rvant or employ�e of the Owner. Contractor shall have exclusiv� control of and the exclusive right to control the d�tails of �11 the work and services performed hereund�r, and al1 n�rsons p=rforming same, and shall be solely responsibl� tor the acts and omissions of its officers, agents, servants, em�Ioyees, contractors, subcontractors, licens�es and invitees. The doctrine of respond�at superior shall not apply as betwzen Owner and Contracto.r, its offic�rs, ag?nts, employee:s, contractors and subcontractors, and nothing her=in shall be construed as creating a partn�rship or joint ent�rprise b�tween Own�r and Contractor. C5-6.12 CONTRACTOR'S RESPONSIBILITY rOR DAMAGE CLAIMS: Contract�r covenants and a�rees to, and does hereby indemnify, hold harmless aad dafend Own�r, its officers, agents, s�rvants, and employees from and against any an a11 claims or suits for property damag= or loss and/or personal injury, including death, to any and all p�rsons, of whatso�var kind or charact�r, whether raal o.r 3ssert?d, arising out of or in connection with, directly or indirectly, the woric and ser vices to be perzorm�d hereunder by Contractor, its officers, agents, employees, contractors, subcontrac�ors, licensees or invitees, whether or not caused, in whola or in part, by all?ged n�gligence on the part of of=ic�rs, ag�nts, servants, employees, contractors, subcontractor�, licensees and invitees of tha Own�r; and said Contractor does h�reby covenant and agree to assume all liability and r�sponsi5ility of Owner, its oific�rs aqents, s�rvants and employ�es ior property 3amage or 1oss, an3/or p�r�onal injuri�s, includi�g d�ath, to any and a11 persons of whatsoev�r kind o.� charact=_r, w'nether real or asserted, arising out of or i.z connaction with, directiy or indirectly, the work and servic�s }o oe performed hereun3er b� Contractor, it:s officer�, agents employ�•as, rontractors, subcontractors, license�s and invit��s, whethar or not caused, Cb-5 (8) � , '"`' in whole or in part, by alleged negligence of officers, agents, s�rvants, employees, contractors, subcontractors, licen�ees or invitees of the Owner. Contractor lik�wise covenants and agrees to, and does h?reby, izdemnify and hold � harmless Owner from and against any and all injuries,loss or damages to property of t�? Owner during the performance of any � of ths terms and conditions of this Contract, whether arising out of or in connection wit'n or resulting from, in whole or in part, any and al1 alleged acts or omissions of ofiicers, agents, s�rvants, employees, contractors, subcontractors, � licenses, or invitees of t:�e Owner. In the event a written claim for damages against the contractor or its subcontractors remains unsettled at the time � all work on the project has been completzd to the satisfaction of the Director of the 'vlatzr Department, as evidenced by a � final inspection, final payment to the Contractor shall not be recommended by the Director of the Water Department for a period of 30 days after the date of such final inspection, unless the Contractor shall submit written evidence � satisfactory to the Dir�ctor that the claim has been s�ttled � and a r�lease has been obtained from the claimant involved. L� � !'� � � � r* � � If the claim concerned remains unsettled as of the expiration of the above 30-day period, the Contractor may be deemed to be entitlAd to a semi-final payme:�t for work completed, such semi-final payment to b� in an amount equal to the total dollar amount then du� lzss the dollar value of any written claims pending against the Contractor arising out of the performance of such wor�, and such semi-final paym�nt may then be recommended by the Director. The Director shall not r�commend final payment to a Contractor against whom such a claim for damag=s is outstanding for a period of six months following the datn of the acceptance of the work nerformed unless the Contractor submits �vidence in writing satisfactory to the Ilir.ect�r that: l. The claim has been szttled and a release has been obtained from the claimant involved, or 2. Good faith efforts hav� been made to settle such outstanding claims, ar.d such goo3 faith �fforts have failed. If condition (1) above is met at any time within the six month period, the Director shall recommend that the final payment to t'ne Contractor be made. If condition (2) above is met at any time within the six month p�riod, the Director may recommend that the final paymant to the Contractor be made. At the C6-6 (9) expiration of the six month period the Director may r�commend that final paym?nt be made if all other work has baen o�rformed and all other obligations oi the Contractor have b?en met to the satisfaction o.f the Dir�ctor. The Dir�ctor may, if he deems it appropriate, refuse to accept bids on other Watar Department Contract work from a Contractor against whom a claim for damages is outstanding as a r�sult of work p�rform�d under a City contract. C6-6.13 CONTRACTOR'S CLAI� FOR DAMAGES: Sh�u1d th� Contractor claim compensation for any alleged damage by reason oi the acts or omissions of the Owner, he shall within three days azter the actual sustaining of such alleged damage, make a written stat�ment to the Engineer, settin� out in dztail the nature of the alleg�d damage, and on or before the 25th day of the month succee3ing that in whicn any such damag� is clai�ed to have been sustained, the Contractor shall fil� with the Engineer an itemiz�d statement of th� details an3 amount of such alleg�d damage and, upon request, shall give the Engineer access to all books of account, recei�ts, vouchers, bi11s of lading, and oth�r books or �ap�rs containing any evidence as to th� amount oz such allzged 3amage. Unless such s�atem�nts shall be file3 as hereinabove required, the Contractor's claim for compensation shall be waiv�d, and he shall not be entitled to payment on account of such damages. C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIES, ETC.: In case it is n�cessary to change, move, or alt�r in any mann�r the property of a public utility or others, the said property shall not be moved or int?rfered with until orders thereupon have been issuPd by the Engineer. The right is reserv?d to the owners of puolic utilities to enter the geographical limits of the Contract for the purpose of ma�ing such changes or repairs to th�ir prop�rty that may be necessary by the performance of this contract. C6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS: Wh�n existing sewer lines hav� to be taken up or rzmov�d, the Contractor shall, �t his own axpensa and cost, provide and maintain temporary outl�ts and connections for all priva�� or public drains and sewers. The Contractor sha11 also tak� care of all sswage and drainag� which will be received from thes� drains and s�w��rs, an3 for this purpose he shall provid� aad maintain, at his own cost and zxpens?, ad?quate pumping facilities and tsmporary outlets or div�rsions. Th� Contractor, at his own cost and expense, shall construct such troughs, pipes, or other structures necessary, and be prapar�d at all times to dis�ose of drainage an3 sewage C6-6 (10) r � � � � � receive3 from th�s� t�mporary connections until such times as the permanent connections are built an3 are in service. The existing sewers and connections shall be k`pt in service and maintained under the Contract, except when specified or ordered to be abandoned by the Enginser. Al1 water, sewage, and other waste shall b� disposed of in a satisfactory manner so t'�at no nuisance is created and so that the work under construction will be adequately protect�d. C6-6.16 ARRANG�MENT AND CHARGES FOR WATER FURNISHED BY THE CITY: When the Contractor desires to use City wat�r in connection with any construction work, he shall make complete and satisfactory arrangements with the r^ort Worth City Water Depart�-nent for so doing. rCity water furnish�d to the Contractor shall be delivered to the Contractor from a con:�ection on an existing City main. � All piping r�quired beyond the point of delivery sha11 be installzd 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 wa�er, the charges, if any, for water wi11 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 ordi�ance 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 apinion of thj Engineer, any section or portion of the �,•r work or any structure is in suitable condition, it may be put into use unon the written order of the Engineer, and such � usage shall not be he13 to be in any way an acceptance of said work or structure or any part thereof or as a waiv�.r of any of the provisions of these Contract Documents. Al1 necessary � repairs and removals of any section of the work so put into use, due to defective materials or workmanship, equipment, or to deficient ooerations on the part of the Contractor, shall be performed by the Contractor at his own expensz. � C6-6.18 CONTRACTOR'S RESPONSIBILITY FOR THE WORK: Until written acc?ptance by th� Owner as provided for in these � Contract Docum�nts, the work shall be und�r the charge and care of the Contractor, an3 he shall take evsry necessary precaution to prevent injury or damag� to the work or any part e � cs-6 cii> thereof by action of the elements or from an� cause whatsoevar, wh�ther arising from the execution or nonexecution of the wor�. The Contractor.shall rebuild, r�pair, r2store, an3 make good at his own expense all injuries o.r 3amaga to any portion of the work occasioned by any of the hereinabov� causes. C6-6.19 NO WAIVER OF L�GAL RIGHTS: Inspection by the Engineer or any order by th� Owner by payment of money or any paym�nt for or acceptaace of any work, or any extension of time, or any possession taken by the City shall not ooerat� as a waiv�r of any provision of the Contract Documents. Any waiver of any breach or Contract shall not be held to be a waiver of any oth�r or subsequent breach. The Owner reserves the right to correct any error that may be discovered in any estimate that may have been paid and to adjust tne sa�e to meet the requir�ments of the Contract Documents. C6-6.20 PERSONAL LIABILITY OF PUBLIC OFFICIALS: In caLrying out the pro�isions of these Contract Documents or in exercising any power oF authority granted thereunder, ther� shall be no liability upon t�e authorized repr�sentatives of the Owner, either personally or otherwise as they are agents and repres�ntatives of the City. C6-6.21 STATE SALES TAX: �n a contract awarded by the City of rort �orth, an organization which qualifies fo.r exemption pursuant the provisions of Article 20.04 (H) of the Texas Limited Sales, excis?, and Us� Tax Act, tne Contractor may purchas�, rent or_ leas� all materials, supplies and equipment used or cons'umed in the p�rformance of this contract by issuing to his supplier an ex�mption certificate in lieu of the tax, said �xemption c�rtificate to comply with Stats Comotr�ller's Ruling .007. Any-such exemption certiFicat� issued by the Contractor in lieu of the tax shall bz subject to and shall comply with the provisions oF Stat? Comptroll�r's Ruling .011, and any oth�r applicable �tate Comptroller rulings pertaining to th� Texas Limit�d Sales, ExciS�, and 'Jse Tax Act, On a contract awar3ed �y a developer for t'ne construction of a publicly-awn�d improvement in a street right-of-way or otn�r easement which has been dedicated to the public and the City of Fort Worth, an organization which qualifies Eor exemption pursuant to the provisions of Article 20.04 (H) of the Texas limite3 Sal�s, Fxcis?, and 'Jsa Tax Act, the Contractor can probably be exe�pt�d in the samA mann�r statad a�ov�. C6-5 (12) � � � Limite3 Sale, Excise and Use Tax per�nits and information can be obtained from: � Comptroller of Public Accounts Sale Tax Division Capitol Station � Austin, TX � � � ' � � � r � r �� f , � C6-6 (13) � , PART C - GENERAL CONDITIONS C7-7 PROSECUTION AND PROGRESS � � � �. � � � , � � � � SECTION C7-7 PROSECUTION AND PROGRESS: C7-7.1 SUBLETTING: The Contractor shall perform with his own organization, and with the assis�ance of workman under his immediate superintendance, work of a value of not less than fifty (50$) p2rcent of tne value embraced in the contract. If the Contractor subl?ts any part of the work to be done und�r these Contract Documents, he will not under any circumstances be relieved of the responsibility and obligation assumed under these Contract Documents. Al1 transactions of the�Engineer will be with the Contractor. Subcontracters will be considered only in the capacity of employees or workiaen of the Contractor and shall be subject to the same requir�ments 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 repr�sented either in person or by a superintendent or other designated r�presentatives. C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not assign, transfer, sublet, convey, or otherwise dispose of the contract or his rights, title, or interest in or to the same or any part thereof without the previous consent of the Owner expressed by resolution of the City Council and concurred in by the Sureties. If the Contractor does, without such previous consent, assign, transfer, sublet, convey, br otherwise dispose of the contract or his right, title, cr 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 compietz said contract, and in the event of any such revocation or annulment, any monies due or to become due under or by virtue of said contract shall be retained by the Owner as liquidated damages for the reason that it would be impracticable and extremely difficult to fix the actual damages. C7-7.3 PROSECUTION OF THE WORK: Prior to beginning any construction operation, the Contractor shall submit to the Engineer in five or more cooies, if requested by the Engineer, a progress schedule preferably in chart or diagram form, or a brief outlining in 3etail and step by step the manner of C7-7 (1) prosecuting the work and ordering matzrials an3 equipment which ne 2xpects to follow in order to comnletz the project in the schedule3 tim�. There shall also be submitte3 a table of estirnate3 amounts to be earned by the Contractor during each monthly estimate period. The Contractor shall commence the work to be p�rformed under this contract within th� time limit stated in these Contract Documents and sha11 conduct the work in a continuous manner and with sufficient equipment, mat�rials, and labor as is necessary to insur� its completion within the time limit. The sequence request�d of all construction operations shall be at all times as specified in the Special Contract �ocuments. Any deviation from scuh sequzncing shall be submitted to the Engineer for his approval. Contractor shall not proceed with any deviation until he has r`ceived written approval from th� Engineer. Such sp�cification or approval by the Enginzer shall not r�lieve �he Contractor from the full responsiQility of the complete performance of the Contract. The contract time may be changed only as set forth in Section C7-7.8 "Extension of Time of Completion" of this Ag'reem�nt, � and a progress schedule shall not constitute a change in the contract time. � C7-7.4 LIMITATIONS OF OPERATIONS: The working operations shall at all times be conducted by the Contractor so as to create a minimum a��ount of inconvenience to the public. At any time when, in the judgment of the Engineer, the Contractor has obstructed or closed or is carrying on operations in a portion of a street or public way greater than is n�cessary for the proper execution of th� work, the Engineer may require the Contractor to finish the section on which operations are in progress befor�.the work is commenced on any additional ,section or street. C7-7.5 CHARACTER OF WORKMEN AND E�UIPNENT: Local labor s'nall be used by the Contractor is avai abl�. The Contractor may bring in from out�ide the City of Fort Worth his key men and his superintendent. A11 otilar workmen, including equipmeat operators, may be imported only after the local supply is exhaust�d. The �ontract�r shall employ only such superit�tendents, for�mar_, and wor�men wh� ar= careful, competent, and fully qualiFiea to n�rforrn tze duties or tasks assigned to them, and the Engineer may d�man3 and s�cura tne summary dismissal oL any person or persons employed by the Contractor in o.r about or on the work who, in the ooinion of thz Owner, shall misconduct himself or i�� found to b� incompetent, disr�spectful, internperata, dishon�st, or C7-7 I2) � ' � ' 1 J � � otherwise objectionable or naglect`u1 in the proper perforc�ance of his or their duti?s, or who neglects or r�fuses to comply with or carry out the directions of the Owner, and � such p�rson or persons shall not be employ�d again thereon without written cons=nt of the Engin2er. � � � 1 ' R11 workmen s�all hav� sufficient skill, ability, and experienc� to properly p�rform the work assigned to them and ooerata an� ?quipment necessary to properly carry out the performance of the assigne3 duties. The Contractor shall furnish and maintain on the work all such equipment as is considered to be necessary for prosecution of the work in an acceptabl� manner and at a satisfactory rate of Qrogress. Al1 equipment, tools, and machinery used for handling mat�rials and executing any part of the work shall be subject to the approval �f th� Engineer and shall be maintained in a satisfactory, safa an3 efficient working condition. Equipment on any portior, �F the work shall be such that no ir.jury to the work, workmen or adjacent property will result from its use. C7-7.6 WORK SCHEDULE: Elapsed working days shall � starting with the first day of work com�l�ted as C1-1.23 "'�10RKZNG DAY" or the date stipulated iz ORDER" for beginning work, whichever comes first. � � b� computed de£ined in the "WORK Nothing in these Contract Docu�nents shall be construed as prohibiting the Contractor from working on Saturday, Sunday or Legal Holidays, prov�ding that the fo]_lowing requirements are met: a. A r equest to work on a specific Lega1 Holiday must be mad? to thz than the proceeding Thursday. Saturday, Sunday or Engineer no later � b. Any work to 'oe done on the project on such a specific Saturday, Sun3ay or Legal Holiday must bP, in the opinion of the Engineer, ess�ntial to the timely completion of the project. � The Engineer's d�cision shalt be final in respons� to such a request for approval to work on a specific �aturday, Sunday or � Legal 'rIoliday, and no extra compensation shall be allowed to the Contractor for any work p�rformed on suc:z a specific Saturday, Sunday or Legal �oliday. LJ ' �L' CalAndar Days shall be dePined in C1-1.24 and th� Contr3ctor may work as h� s� 3esires. C7-7 (3) C7-7.7 TIME OF COMMENCEMENT AND CUMPLETION: The Contractor sha11 commence the working operations within th� time specified in the Contract Documents and s�t forth in the Wor� Ordzr. r^ailure to do so shall�be considered by tne Own�r as abandonment of the Contract by �he Contractor and th� Owner may proceed as he se�s fit. The Contractor shall �aintain a rate of nrogress such as will insure that the whole work will be parform�d and the premises cleaned up in accordance wit!i the Contract Documents and within the time �stablish�3 in such documents and such extension of time as may be prooerly authorizsd by the Owner. C7-7.8 EXTENSION OF TI�E COMPLETION: The Contractor'�s request for an zxtension of time of complstion sha11 be considered only when the r�quest for such extansion is submitt2d in writing to the Engineer within seven days froin and after the time a1l�ged cause of delay shall have occurr�d. Should an extension of the time of completion be requestzd such request will be for.warded to th� Ci�y Council for approval . In adjusting the contract time for completion of work, consideration will be given to unForseeable causes 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, apid�mics, qu�rantin� restrictions, strikes, freight embargoes, or 3elays of sub-contractors due to such causes. When the dat? of compl?tion is base3 on a calen3ar da� bid, a request for extension of time because of inclement weather will nat �e consider�d. A request for extension of time due to inability to obtain supplies and materials will be considered only when a r?view of the Contractor's purchas� ord?r dates and other pertinent data as requested by the Engineer indicatAs that the Contractor has made a bonafid� attempt to secure deliv�ry on schedule. This shall include efforts to obtain t'ne supplies and materials from alternate sources in case the first source cannot malce delivery. If satisfactory ex�cution and co.mpletion of the contract should require worx and materiats in greatar amounts o.r quantities than those s�t forth in the a�proved Contract Documents, then th� con�ract ti.me may be ia�r�ss�d by Change Order. C7-7.9 DELAYS: The Contr3ctor shall receiv� no com��ensation for delays or izindranc�s to the w�rk, except when direct and unavoidaple extra cost to th� Contractor is cause3 by thz failure of the City to provid� inF�rmation or material, iF C7-7 (�) � � � any, which ia to be furnish�d by the City. Whzn such extra comz�ensation is claimed a written statement th�reof shall be oresznted by the Contractor to the Engin�er and if by him � found carrect shall be aporov�d and reFerred by him to the Council for final aporoval or disaD�roval; and the action thereon by the Council shall be final and binding. If delay � is cause3 by specific orders given by thz Engineers to stoo work, or by the per�ormance ot ex�ra work, or by the failure of the City to provide mat�rial or necessary instructions for � carrying on the work, then such delay will enLitle the Contractor �o an equivalent extension of tim2, his ap�lication � for which shall, howev�r, be subject to the approval o� t`�e City Council; and no sucn ex��nsion of time shall r�leasz t'ne Contractor or the surety on his per.Eormance bond from all his iW obligations hereun3er which shall remai� iz fu1Z force until the discharge oF the contract. � ' � C7-7.10 TIME OF COMPLETION: The time of compl�tion is an essential element of the contract. Each bidder snall indicat� in the appropriat� olace on the last page oF the Proposal the number of woricing days or calendar days that he will require to f u11y complete this contract or the tim� of completion F�ill be sp�cified by the �ity in th� Proposal section of the contract docu.mants. The number of da�s in3icated shall be a rzali�tic estimate oP ' the tim� required to compl`t� the w�rk covered by th� specific contract being bid upon. The amount of time so stated by the successful bidder or the City will becom� th� time of � comp�etion speciFied in the Contract Documents. � 1 � For eac!� calenda.r day that az�y work shall remai�i uncompl�ted after the time sp�cified in the �ontract �ocuments, or the increased time grant�d by tne Owner, or as atitom�tically increased by additiozal work or materisls or3�red after th� con�ract is signed, the sum per day given in the following schedul�, unless oth�rwise specified in oth�r parts of the Contract �ocuMents, will be deducted from monies due the Contracto.r, not as a penalty, but as liqui3ated 3amages suffered by the �wner. AMOUNT OF COIVTRACT � Less than $ 5,000 $ 5,001 to $ 1�,000 � $ 15,001 to $ 25,000 $ 25,001 to $ 50,000 $ 50,001 �� $ I00,000 $ 100,001 to $ 500,000 C� incl�zsiv� $ inclusive $ inclusive $ inclusiv� $ in�l��siv� � inclusive � 35.00 4�.00 63.00 105.00 154.00 210.00 � C7-7 (5) $ 500,001 to $1,000,000 inclusiv� $ 31�.00 $1,000,001 to $2,000,000 inclusive $ 420.00 $2,000,001 an3 ovsr , $ 630.00 The parties her�to understand a�d agree that any harm to the City caused by the Contractor's delay in compl�ting tne work hereunder ia thz tima specified by the Contract Documents would be incapable or v�ry difcicult of accurate estimation, and that the "Amount of Liquidat�d Damages Per Day", as szt out above, is a r_�asonable forecast of just co�pensation due the City for har� caused by any delay. C7-7.11 SUSPENSION BY COURT ORDER: The Contractor shall suspend operations on such part or parts of the work orderzd by any court, and wi11 not be entitled to addi�ional compensation by virtue of such court ord�r. Neither wi11 he be liable to the City in the event the work is suspended by a Court Order. Neither wi11 thz Owner b� liable to the Contractor by virtue of any Court Order or action for which the Owner is not solely responsible. C7-7.12 TEMPORARY SUSPENSION: The Owner shall hays ths right to suspend the work operation wholly or in part for such period or periods of time as he may deem necessary due to unsuitable weather conditions or any other unfavorable. conditions which in th� opinion of the Owner or Engineer cause further prosecution of the work to be unsatisfactory or detrimental to the interest of the project. During temporary suspension of work covered by this contract, for any reason, the Owner wi11 mak� no extra �aym�nt ��r stand-by tim� of construction equipment and/or construcLion crews. If it should become necessary to suspend wor� for an indefinite period, the Contractor sha11 store all materials in such manaer that they will not obstruct or impede the public unnecessarily .nor become damaged in any way, and he shatl tak� every precaution to pr�vent damage or deterioration of the work performad; he shall provi3e suitable 3rainage about the work, and erect t�mpo.rary structures wher� necessary. Should th� Contractor not be 3'0l� to complete a portion of the orojzct due to causes beyond the �ontrol of and without the fault or negligence of the Contractor as s�t forth in Paragraph C7-7.8 EXTENSION OF THE 'rIME OF COMPLETION, and should i� be determined by mutual cons�nt of the Contractor and th� Engineer that a solution to allow construc�tion to proceed is not availab.lz wit�iin a r��as�nable period of time, then the Contractor may �:� reimbursed f�r the cost of moving his squipment otf the job and returning �the necessary equioment to the job w'�en it is determined by th� Engine�r C7-7 (6) � 1 � that coci� �r. ac�'tr�n �nay '�� rasume�3. Such r=imbur�ernent shall b? based on �ctaal co�t to the rontractor �f moving t:�e eq�lipment an3 ao or�Ei: ;ai11 'o� allowed. � No r�imbur:�em�nt shalt be allow�3 if. L�e e�uin�nent i.5 �nov�d to another construction pr�jecfi ior the City oF Fort �lor�%1. L �_: A The Contracto.r �hall not suspPnd work �aithout writt�n notic? tr��m the Engine�.c an3 �ha11 �roc�ed �aith �he work op�r�ti�ns �romptly when r.otiEied by t`1e ^n�ineer to so rJsume operations. �7-7.13 TERMINATION OF CONTRACT DUE TO NI-�TIONAL EMERGENCY: Whanever, because of Natio�al �.mergency, so declared 'oy the � Prasident ��E the �Jaited Stat�� or o�her �awful authority, it 'oecom�s ime�ossi�l� for the :ontr3ctor t� obtain all oi the , necAssary la'Qor, materials, and equipment for the prose�ution �E the work wit?z reasonaqle con:inuity For a n�riod ot two montha, the Ccntractor 5}iall withir seve:� days notify the City � in �ariting; giving a d�taile3 statem?nt of thz �Ff�rts w�i��h �ave ;e�n ma3�=_ an3 1i�tin3 all necessary i��ms of labor, � rnaterials, and ��ui,p�n�nt not obt3inable, If, aft=r investigati�n5, the Owner finds that such conditior.s `xisting and tnat tha inability of the Contractor to ��roceec3 is not ir� a� tributa'ole in whole or in part to tiie F�u1 :�r �zegl�ct of tne Contract, then if tlhe Owner cannot aftar rzasona'ale �ffort � assist the Contractor in procuring and making av3ilable the nec�s�ary labor, �nateriala an3 equi�ment within tliirty days, the Contractor cnayr rec�uest the Owner to �er,�inat� th� contr.3ct � and th� Own�r may comply wit'ri th�� request, and th� t�rmination ,�ha11 be condi�ionec� an3 'o3s�3 u��n a Fi:�al �ettl?ment � m�itually acc:�p�3bl� to 'ooti� th` Own?r and thP :on�racto.r an:3 z �inal �ayment �hall be ma:�e in accoc3an�A with th� t�r;ns oF t�z a3ree3 spt�l�ment, which shatl include, but not bP limit�d � !_o, Fhe �,3y;nent Eor aZl wo.r�c �xe��1L-�d Uut �l0 3C1t1Cl;�dt•�:� proFits on work �ahich has not been perf:�rma:�. � � � � � � ��7-7.14 SUSPENSION GR ABANDONMENT OF THE WORK AND ANNULMENT Or' CCNTRACT; T!�e w�rk op�racions on all �r any portion or sec :ioz of the wor?c undPr ;,ontr�cc s�zall be suspendel i�nme�3iat��ly on WrLt`e� JCc�2C �` th� Engin�er or ttze Contr3�t mal� b� d�_c13r�d ca�cP11=_3 oy tiie Ci;_y Co�inc:il F.or any go�c3 a�3 s�lf�icient ;:asse. Ti1� followi�:�, '�s� way ot ;�xamnlA, 'out not ��C li:r�itation, may be consi3�rP;i gr.�un3s E�r suso?nsi��n o.c �ancellation: �. F�i.lure oF the Cont.r3ctor to comm��nc� work oo�r3tians �ait:nin �h� time SJ�CLE1?� in the W•�r.k ��r3?r i�s1�3 bv t}1` Ow�?c. C7-7 �7) b. Substanti�l evidence that progr�ss of the work opPrations by Con�ractor is insufficient to complete the work within the sgeciFied ti�ne, c. Failure of the Contractor to provid� and maintain sufficien} labor and equipment to properly execute the working operations. d. Substantial evidence that th� Contractor has abandoned th� work. e. Substantial evidence that the Contractor has become insolvent or bankrupt, or. oth�rwise financially unable to carry on the work �atis�actorily. f. Failure on the part of the Contractor to cbserve any requir`ments of the Contract Documents or to comply with any orders given by the Engineer or Owner orovid�d for in these Contr�ct nocuments. g. Fail�ire of `h� Con�.r=_ctor prcmUtly to mak� good any defect in mat�rials or workmanship, or any def�cts of any nature the correction of which�has �een directed in writing by the Engin�e.r or th� Own�r. h. Substantial evidence of collusion for the puroose�- of illegally procuring a contract or perpetrating fraud on th� City in the construction of work under contract. i. A substantial indication that the Contractor has made an unauthorized assignment of the contract or any funds du� ther��from for the benefit of any credit�r or for any other purpose. J- k. If the Contractor shall for any cause whatsoever not carry on the working operation in an acceptable manner. If the Cont.ractor commences l�gal action agai-�st the Owner. �1 copy oi the suspension order or action of the City Council shall be s�rved on the Contractor's Sur=_ti�s. When work is suspended for any causa or causes, or when th� contr.3ct i5 cancelled, the Contractor sha11 discontinuP the wor� or such part ther�of as thz �wner shall designate, whereuoon the Sureties may, at their option, assume t%�P contract �r that portion ther�oF which the Owner has or3ered t'ne Contractor to discontinue, and may p�rForm th<� same or may, with the written �_7-7 ( 8 ) � �� CO[1SE'..Zt Of `�Ze t7'.Jil-C,.'r� SU�1�� til@ WOr��C Or ��ld� L�Or�lO[1 Oi ��1E'_ work as ta;cen ov�r, pr�vided howev?r, t'nat the �uraties sha11 ex-�rcise their ontion, if at att, within two wenks after t�le , ��r_itten n��ics zo 3iscontinue th� work has �een 5�rved upoa th� Contr3ctor_ and uDon the �ur�ti?s or tii�ir �ut�zoriz�d ag�nts. The �ureties, in such �vent shall a�sum? thn � Contr.3c�:�c' 7 plac� in all respects, 3nd s;�all be r�ai�3 by the Owner For a�l wor�c p�rFormed by them in accordance with th� terrns of the Contract Documants. All moni��s r�maining due the n ;ontractor at tha time of this default shall thereupon oPcome dus an3 n3Y3D1.P to the ��irzti�s as the work progr?ss�s, subject to all of tn� t�.r�ns of the Coatract �ocum�=_nts. In case the �ur��ti?s do not, witizin the nereinabov� s��ciEied � tim�, ex�rci5e thair ri�ht and o��io.r, to .3ssumz th� ccntract resooasiUilities, �r that portion ther�o� which t�Ye Owner ha� ' ord�r?d by thP Contracto.r to 3iscontinu?, th�n t:�� Owner shall hav� the pow�r to cornpl�te, hy concract or oth?rwis�, as it :nay determine, t�le w�rk ;�zr�in descri�ed �r such part t�i�reof � a� it nay d?zm necsssary, and the Contrac:tor her��o agr:es t'nat ti12 Own�r shall ;�ave th� right t�� take �OJJ�ssion oi an3 use any materials, plants, tools, �quipment, su�plies, and oroperty oi any kind provided by th� Contrac�or ��r th� purpose of carrying o:i the work and to �r�cur� other tools, � ?quipment, materials, labor and �orooerty For tile coinoletion of the work, an3 to c'narge to t�ze account of tt;e �ontractor ��E � said contract ex�e;�se for labor, mat�Lials, tools, equipment, and all expenses incid�ntal `herato. Tne expense so c'narged shall b� deducted by t:ia �wn�r �r�» such monies as :nay be 3ue � or may b�come due at any time th�r�a�t�r to the Contractoc and�r_ and by virt�se of tne Contracc or any ��arr t.�=_re�f . T:z? Own�.r s�lall not b� r��3uir�d to obtaiz th� lowest bid f�r t�12 w��k comnleting thP contract, bat th�� expznse t� �e dedu�ted � s�.i�ll be the actual c�st of tne own?r o� sucz wor'�c. Zn cas� suc�z exg?ns:�s s'.zall excaed th� amotint whir_h wos� d'nav� � �een �ayable und�r the Contract if_ th� sam� had been comot��ed by t;ze C�ntractor, then t�ze �orltractor and his �ur�ties s�all oay th2 amount oF suc'n exc�ss to the City on rioti::� Lro;n th= Own�r oE the excess due. Wnen any particular par� �F �}Ze w�r'�c � is ��ing cazried on by tlz� Ownar by contract c�r ot;i:rwis�. und?r tne provisions of tnis s�c?;ion, the Contractor shall contin:i? the rernai.nder of the wc��c in conEormity wi.tll th= � terms of the �,ontract Docum?nts and iz suc� a mann�r as to not ili:�der or inter�er� with perf:�rmance oE tne wor�c by th� Own�r. � �7-7.15 FULFILLMENT OF CONTRACT: Th� iontra�t will be , consid�re3 as h.3v�ng been fulfitle3, sav� as or�vici�c� i;i any bond or �ond5 or by law, zahen atl the worr an�3 �11 s�cti�n� or �o�rts c�f tne prvj�c�: c:overe�l b; cli� ;o�=ra�t �<�^:ir�ent� hav= W i,7-7 ( 9 ) � been finished and comolet�d, the final insoection made by the Engineer, and th? final acczptance and final payment made by the Owner. C7-7.16 TERMINATION FOR CONVENIENCE Or THE OWNER: A. NOTICE OF TERMINATION: The performance of the work under this contract may be terminated by the Owner in whole, or from timP to time in part, in accordancs with this section, whenever the Owner shall determine that such termination is in the best interest of the Owner. Any suc� cermination shall be effzcted by mailing a no�ice oF termination to t��e Contractor specifying the extent to which performance of work under the contract is terminated, an3 the date upon which such termination becomes eff�ctive, Receipt of the notice sha11 be deemed conclusively presum?d and established when the lettPr is placed in the Unit�d States Mail by th� Owner. Furtner, it shall be deemed conclusivnly pr2sum�d and established that such termination is madA with just cause as �thetein state3; and no prooF in any claim, demand or suit shall be required of the Owner regarding such discr�tionary action. B. CONTRACTOR ACTION: After raceipt of a notic� oF termination, and exc�pt as otherwise directed by the Enginzer, the Contractor shall: 1. Stop work under t�12 cont.ract on the data and to the extent specified in the notice of termination; 2. nlace no further orders or subcontracts for materials, services or facilities except as may be nec�ssary for completion of such portion of the work under the contract as is not ter�inat?d; 3. terminat� all or3ers and subcontr3cts to the extent that they :'elat? to the oerformanc� of work t�rminat�d by t?1� notic� of tzrmin3tion; 4. transfar title to the mann�r, at th� iF any, dir�cted by the Own�r_ and dAliv�r in ' times, and to t'n� exten�, the Engineer: � C7-7 (10) � � 1 � � � u 1 �. 3. the E.s:�ricat�3 ��r ;in`,3bric�+��d �ar��, wor'c in pr�cess, comol�t4:d �aork, suv�li-�s and ot'ner ma�?rial �roducAd as a�art of, ot acqui:_�� in connection �.aith the perforr�ance oF, the wor'�c t�rminated by the notice of �er�ni�latio.n; 3nd b. �h� compl?ted, or partially cocnplPt�3 olans, drawing;, inEorma�ion and ot:Z�r proparty which, if the contract had been completed, wou13 tiave be�n requira3 to be f�srni,�he3 to th� Own�r. conpl�t� as sha11 notice of performance o� such oar� �F t�i� work n�t �iav:� been ter;ni�.3ted by tn� termination; an3 o'. take sucll action as may be necessary, or as the c^,ngine�r may ��irect, for th� orot�ction an3 oreservation of t}i� prog�r�y ralat�d to its contract w'nich is in tne p�s�e;sion o` thp Contractor and in whi�h th� Ow��r has cr �nay a�quirP the rzst. At a t im� no t 1.ater than 3 0 days .3i �� r t�� t=rmination datz specified in thP no�ica oF t�rmination, the Contractor_ may submit to th� � Engine�r a list, cz.rtifie3 a5 t�� q��an:ity and guality, of any or all it�ms o� t�cmination inv�n�ory not pr�viously dis�o�ed of, ?xclusi��e oF it=ms th� disposition o� whic'z has b�en 3i-�c��3 or � authorized 'oy the En�ine_r. �Jo� later than 1S da�s . ttzer�aft�r, tne Own�r shall accap� titlA to S�1C�1 items �or��.ride�, t'na� the list submi�t�d shall 'o� SL1�J]2C� tJ veri Fication 'oy t?ze Engi,ze�r u�on � rarnoval of tR�� i t��:�s �r, i E the items ar� s t�r:3, withi� 45 days trom the date o£ submission of tn� � list, and any n�c�ss�ry ac3jus`ments to corrFct t::� list as su'nmitted, shall be m3d� �rior t�� Fi�al s�ttlsment. � � � W � C. 'I'ERMINP.TION CLAIM: Wi =hin 'oU da••�s af��r �zctice of ��rmination, the Con�racc.�r shalt ��1��nit �i� termina� i�n ci�im t� t}le r�zgi-�eer in tne �oc!n and with t�ie certific3tio�1 �ces�rioel by th� Engi,:e�r. TJnless one or more ext:�nsions i� wri:.in� ar= granted by �h= Own�r u�o,z reqsa5t •�E �,� � Contr�ct�r, m3d� in writing within such o0-3ay ��L"lOC� �C ��1C��7�i��3 exten�ion t;z:�reof, ani� ;�n:� all s:ic:h clairns s.�ait '�e c:,,ic1�1S.1"J�i17 deem=� wai�.��d. ��i-% �IL) D. AMOUNTS: Subject to tne provisions of Item C7-7.16(C), the Contractor and Owner may agrz� upon the whole or any part of the arnount or amounts to be paid to the Contractor by reason of the total or partial termination of work pursuant h�rato; provided, that such agreed amount or amounts shall never exceed the total contract price as r�duced by the amount of payments otherwise made and as further reduced by the contract price of work not terminated. The contract shall b� am�nded accordi�gly, and the Contractor sha11 be paid the agreed amount. No amount shall be due Eor lost or anticipated profits. Nothing in C7-7.16(E) hereafter, prescri'oing the amount to be paid to the Contractor in the event oi failure oL the Contractor by reason of the t�rmination o` woric pursu�nt to this section, sha11 be deemed to limit, restrict o.r oth�rwise 3etermine or affect the amount or 3mounts which may ba agreed upon to be paid to the �ontr�ctor pursuant to this paragrapn. E. FAILURE TO AGREE: In the evznt of the f'ailure of the Contractor and the Owner to agree as pr�vided in C7-7.10' (D) upon the whol� amount to be paid to. the iontractor by rzason of th� tzrmination of woric pursuant to this szction the Owner shall 3etsrmine, on ths basis of information available to it, the amount, if any, due to the Contrsctor by r�as�n of the termination and shall pay to the Contractor the amounts determined. No amount shall be dus for Iost or anticipated profits. F. DEDUCTIONS: In arriving at the am�unt due the contractor under this section, th�re shall be deducted (a) all unliquidatzd a3vance or otner payments on account th�retofore made to the Contrac tor, applicable to the terminated po.rtion af this co.ntract; (�> a�y claim cahich the Own�r rlay hav� against the �..ontractor in connection with thi5 contra�t; and (c) the agreed price for, or the p roc ee3s of sal� of, any materials, suopli�s or other things kept by the Contractor or so13, pursuant to the �rovisions of this clause, an3 n�t otherwise r�coverad 'oy or credited to the Own��. �, ADJUSTMENT: If the termination 'n��reunder �e oartial, prior to the szt�lement of the terminated porti�n oF this contract, the Contr•�rtor may file with the Engine�r 3 request in writing F�r an C7-7 (12) � � � � � equita�le adjustment of the pricz or prices specified in tne contract relating to the continued portion of �he �ontract (the portion not terminatAd by the notice o� termination), such equitable adjustment as may be �greed upon shall be ma3� in such price or price�; nothing contained herein, how�ver, snall limit the right oi the Owner and the Contractor to agreP upon the amount or amounts to be paid to the Contractor for the completion of the continued portion �f the contract when said contract doas not contain an established contract price for such continued portion. � H. NO LIMITATION OF RIGHTS: Nothing contained in this section sha11 limit or altzr th= rigiits -which tha , Owner may hav� for termination of this contract under C7-7.14 hereof entitled "Suspension of Abandonmen� of the work and Amendm�nt of Contract" or any other right w�zich Own�r may tzave for default � or breach or �ontract by Contractor. C7-7.17 SAFETY METHODS AND PRACTICES: The Contractor shall be responsible for initiating, maintaining, and supervi'sing all ` saf ety precautions and progrsms in connection with the work at all times and sha11 assume all responsibilities for their � enforcement. The Con.tractor shall comply with federal, state, and local laws, ordinances, an3 re�ulations so as to protect �erson and � property f rom injury, including death, or damage in connection . with the work. � � � ' , � � C7-7 (13) � � PART C - GENERAL CONDITIONS C8-3 MEASUREMENT Ai�D PAYMENT �� SECTION C8-8 MEASUREMENT AND PAYMENT C8-8.1 MEASUREMENT OF QUANTITIES: The determination of quantities of work performed by the Contractor and authorized by the Contract Documents acceptably completzd under the terms of the Contract Documents sha11 be made by the Engineer, based on measur�ments made by th� Engineer. These measurements will be made according to the United States Standard Measurements used in common practice, and will be the actual length, area, solid contents, numbers, and weights o£ the materials and items installed. � C8-8.2 UNIT PRICES: When in the Proposal a"Unit Price" is set forth, the said "Unit Price" shall include the furnishing � by the Contractor of all Iaaor, tools, materials, machinery, , equipment, appliances and ap�urtenances necessary for the construction of and the completion in a manner acceptable to the Engineer of a11 work to be done under these Contract � Documents. The "Unit Price" shall include all permanent and temporary � protection of overhead, suriace, and underground structures, cleanup, finished, overhead expense, bond, insurance, patent fees, royalties, risk due to the elements and other causes, A delays, profits, injuries, damages claims, taxes, and all , other items not specifically mentioned that may be required to fully construct each it�m of the work complete in place and in a satisfactory conditior, for operation. �"� C8-8.3 LUMP SUM: When in the Proposal a"Lump Sum" is set forth, the said "Lump Sum" shall re�resent the total cost for � the Contractor to furnish all labor, tools, materials, machinery, eguipment, appurtenances, and all subsidary work necessary f or the construction and completion of all the work � to provide a compl�te and functional item as detail�d in the Special Contract Documents and/or Plans. � C8-8.4 SCOPE OF PAYMENT: The c:ontractor shall receive and accept the compensation, as herein provided, in full payment Eor furr.ishing all lanor, tools, mat�rials, and incidentals for performi�g all work contemplated and �mbraced under these � Contract Doc uments, for all loss and damage arising out of the a nature of the work or from the action of the elements, for any unforesee�z defects or obstructions which may arise or be encountered during the prosecution of the work at any time � e�8_8 «� befor� its final acceptanc� by the Owner, (�xcept as provided in paragraph CS-5.14) ior all risks of whatever description connected with the proaecu�ion of the work, for all expense incu.rred by or in consequence oF suspension or discontinuanc� of such prosecution of tn� working operations as herein soecified, or any and a11 infringements of patents, trademar'�s, copyrights, or other legal reservations, and for completeing the work in an acc�ptaAle manner according to the terms of the Contract Documents. The payment of any currant or nartial estimate prior to final acceptance of the work by th� Owner shall in no way constitute an acknowledgment of tn� acceptance of the work, materials, �r equipment, nor in any way prejudice or affect the obligations of the Contractor to r��air, correct, renew, or replace at his own and proper expense any deFects or imperfections in th�a construction or in th? strsngth or quality of the material used or equipment or machiaary furnished in or about the construction of the wor'� under contract and i�s appurt�nances, or any damag� due or attributed to such defects, which defects, imperfection, or damage sha11 hav� been discovered on or before the final inso�ction and acceptarice of work or during the one y�ar guaranty period after final acceptance. The Owner sha11 be the sole judge of sucn defects, imperfzctions, or damage, and the Contractor shall be liable _.. _ to the Owner for failur� to correct the same as provided herein. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Betw?en the lat and 5th day of each month Lh� Contracter shall submit to the Engineer a statement showing an estimate of the value of the work done during the pr�vious month, or estimate p�riod under the Contract Documents. No�t lat�r than th� lOth day of the month the Engineer shall v�rify such estimatA, and if it is found to be acc�ptabl� an3 the value of work performed since the last partial payment was made exceeds one hundred dollars ($1�70.00) i�z amount, 90� of such estimated sum will be paid to the Contractor if the total contract amount is less than $400,000, or 95� of such estimate3 sum will be paid t� the Contractor if the total contra�t amount is $400,000 ar greater within tw�nty-fiv� (25) days aFt�r the regular �stimate period. The �ity will have the option of prez�aring estimates on Forms furnishe3 'oy the City. The partial estimate may include acceptabl� nonp=r1S�13i�2? mat=_rials dzliv�red to t�e work which are t� be incornorata�3 into tne work as a permanent part thereof, but which at th� th� time of the estimate iiave not been ins�all�3. (such pay��nt will �e allow�d on a basis of 85� oF the n�=t invoice value thereof.) T!.ze Contr3ccor sha11 furnish the Engineer such information as he may r��uest to aid ,�8-8 ( 2 ) � � � � l� him as a guid� in the verification or the pr�par�tion of �artial esti�r�at�s. It is und�rstood that the partial estimate from month to month will be approximatz only, and all oartial monthly estimates and payment will be subject to correction in the estimate rendered following the discov�ry of an erro.r in any pr�vious estimate,and such estimate shall not, in any rsspect, be tak�n as an admission of tn� Owner of tne amount of work 3on� or of its quality of suffici�ncy, or as an accentance of the work done or tha release of the Contractor of any of his responsibilities under the Contract Documents. The City raserv�s �he right to withhold the p3yment oE any monthly estimate if the contractor fails to perzor�� the work strictly in accordance with the specifications or provisions of this contract. C8-8.6 WITHHOLDING PAYMENT: Payment on any zstimate or �, estimates may be held in abeyance if the performance of the con5truction operations is not in accordance with the requirements of the Contract Documents. � � � � C8-8.7 FINAL ACCEPTANCE: Whenevsr the improvements provided for by the Contract Documents shall have been completed and all requir�ments of the Contract Document� shall have been fulfilled on the part of the Contractor, the Contractor sha11 notify the Engineer in writing that the improvem�nts ar? rzady for the final inspection. The Engineer sha11 notify the appropriate officials of the Owne.r, will within a rzasonable time make such final inspection, and if the worlc is satisfactory, in an accepta'ole condition, and has been completed in accordance with the terms of the Contract Documents and a11 app.roved modifications ther�of, the Engineer will initiat� tne processing ot th= final estimate and recommend fin31 acceptanc� of the project and final paym�nt thereFor as outlined in �8-8.8 below, C8-8.8 FINAL PAYMENT: Whenev�r all the impr�vements providpd ' for by the Contract Documents and all approved modifications thereof shall hav� been compl?ted and all requir�ments of the Contract Documents have been fulfilled on the part of the ' Contractor, a final estimate showing the valu� of the work will be prepared by the Engineer as soon as the necessary measuraments, comoutations, and checks can be mada. � Al1 prior subject to payment. � TJ � estimatas upon which payment has been made are necessary corrections or r�visions in th� final C8-8 (3> The amount of the final Pstimate, less previous payments and any sum that hav� been deducted or retained under the provisions of the Contract Documents, will be pai3 to t'na �ontractor within 60 days aft�r final acceptance by the Owner on a prooer resolution of the City Council, provided the Contractor has furnished to the Owner satisfactory �vid�nce of payment as follows: Prior to submission of ths final estimate for payment, the Cont�-actor shatl execute an affidavit, as Furnished by the City, czrtifying that a11 persons, firms, associations, corporations, or oth�r organiaations furnishing labor and/or materials have been paid in full, that the wage scale �stablished by the City Council in th? City of r^ort Worth has be�n paid, and that there ara no claims pending for personal injury and/or property damages. . The acceptance by the Contractor of the last or final payment as aforesaid shall op�rate as and shall r�leasz the Owner from all claims or liabilities under the Contract .for anything done or Lurnishe� or relating to the work under Contract Documents or any act or neglect of �aid City relating to or connect�d with the Contract. The making of the final payment by the Owner shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which speciEically continue ther�aftar. C8-8.9 ADEQUACY OF DESIGN: It is understood tha� the Owner believes it has employ�d competent Engine�rs and design=_rs to pr�pare the Contract Documents and a11 modifications of the a�proved Contract Documents. It is, th�refore, agreed that thz Owner sha11 be r�sponsible for the adequacy of its own design featurAs, sufficiency of the Contra�t Documents, the saF�ty of the structure, and th� practicability of the op�rations of the completed project, provid�d the Contractor has compliA3 with the requi.rements of the said Contract Docum�nts, all aoprov�d modifications thereof, and additions and alterations ther�to apnroved in writing by the Owner. The burden of proof of such complianc� shall bs upon the Contractor to show that he has complied with the sai3 requirements of t�ie Contract Documents, approved modifications thereof, and all approved additions and alterati�ns thereto. C8-8.10 GENERAL GUARANTY: Neither the final certificat� of paym��it n��r any orovision in tne Con=ract �ocume:�ts nor partial or entire occunancy or use �f the pre�nis�s by th� Own�r shall constitut�a an acce��tance of work not done in accordanc� witn th� Contr.�ct Documents or r�li?vz tize Contractor of li3bility in respect to any express warranties or r�sponsibility for faulty mat�=_rials or workmanship. Tne Contractor shal.l remedy any 3zfects or dac�ag?s in t�e work and C8-8 (4) � ' ' pay for any damag� to other work resulting therefrom which shall appear within a period of one year from the dat� of final acceptancs of the work unless a longer period is � specified andshall furnish a good and sufficient maintenance bond in the amount of 100 percent of the amount of the contract which sha11 assur� the perFormance of the g�neral � guaranty as abov= outline. Th� Owner will give notice of observe3 defects with reasonable promptness. C8-8.11 SUBSIDIARY WORK: Any and all work specifically � governed by docum�ntary requirements for the project, such as conditions imposed by the Plans, the General Contract Documents or thesa So�cial Contract Docum�nts, in which no � specific it�m for bid has be�n provided for in the Proposal, shall bP consid�r�d as a subsidiary item of work, the cost of whicn shall be includ�d in the price bid in the Proposal, for each bid item. Surface restoration, roc;c excavation and � cleanup ar� general it�ms of work which fa11 in the category of subsidiary work. � C8-8.12 MISCELLANEOUS PLACEMENT OF MATERIAL: Material may be - allocated under various bid items in th� Pr000sal to establish unit prices for miscellaneous placement of materia•l. These mat�rials sha11 be used only when directed by the Engineer, � depending on field conditions. Payment for miscellaneous placement of matarial wi11 oe made for only that amount of � material used, m�asured to the nearest one-tenth unit. Payment for misc�llaneous placement of mat�rial shall be in accordance with th� General Contract Document,s regardless of � the actual amount usPd for the project. C8-8.13 RECORD DOCUMENTS: Contractor shall keep on record a copy of a11 specifications, plans, addenda, modifications, shop dra�aings and samples at the site, in good order and �,r annotate3 to sl�ow all changes madz during the construction process. These s�all be delivered to Engineer upon completion � of the work. ' 1 ' 1 C8-8 (5) � � 1 ' 1 1 1 1 1 PART C 1 � ' 1 1 � 1 1 1 1 1 SUPPLEMENTARY CONDITIONS TO PART C r � � A. ' B. � SECTION C1: SUPPLEMENTARY CONDITIONS TO PART C- GENERAL CONDITIONS General These Supplementary Conditions amend or supplement the General Conditions of the Contract and other provisions of the Contract Documents as indicated below. Provisions which are not so amended or supplemented remain in full force and affect. C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS. ENTERPRISE COMPLIANCE: Page C3-3 (1), should be deleted in its entirety and replaced with the following: � Upon request, Contractor agrees to provide to Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Woman Business Enterprise (WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will � substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of �fraud by the � Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation (other than a negligent misrepresentation) and/or commission offraud �" will result in the Contractor being determined to be irresponsible and barred from - participating in City work for a period of time of not less than three (3) years. C. �' � � � ' D , �' � � 1 C3-3.7 BONDS: Page C3-3 (3), the paragraph after subparagraph d. Change the paragraph to read as follows: "No sureties will be accepted by the owner which are at the time in default or delinquent on any bonds or which are interested in any litigation against the Owner. All bonds shall be made on the forms furnished by the Owner and the surety shall be acceptable to the owner. In order for a surety to be acceptable to the City, (1) the name of the surety shall be included on the current U. S. Treasury List of Acceptable Sureties { Circular 870 }, or (2) the surety must have capital and surplus equal to ten times the amount of the bond. The surety must be licensed to business in the state of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list or one-tenth (1/10) of the total capital and surplus. If reinsurance is required, the company writing the reinsurance must be authorized, accredited or trusteed to do business in Texas." 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 ZOth day of each month that the work is in progress. The estimate shall be proceeded by the City on the l Oth day and 25th day respectively. Estimates will be paid witlun 25 days following the end of the estimate period, less the appropriate retainage as set out below. Partial pay estimates may include acceptable nonperishable materials delivered to the work place which are to be incorporated into the work as a permanent part thereof, but which at the time of the pay estimate have not been so installed. If such materials are included within a pay estimate, payment shall be based upon 85% of the net voice value thereof. The t�evvi�ct _ ; �g 1: �f�tifg� ...... ...... Contractor will furnish the Engineer such information as may be reasonably requested to aid in the veritication or the preparation of the pay estimate. For contracts of less than $400,000 at the time of execution, retainage shall be ten per cent (10%). For contracts of $400,000 or more at the time of execution, retainage shall be five percent (5%). Contractor shall pay subcontractors in accord with the subcontract agreement within five (5) business days 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 approxirnate only, and all partial pay estimates and payment of same will be subject to correction in the estimate rendered following the discovery of the mistake in any previous estimate. Partial payment by Owner for the amount of work done or of its quality or sufficiency or acceptance of the work done; shall not release the Contractor of any of its responsibilities under the Contract Documents. The City reserves the right to withhold the payment of any partial estimate if tlie Contractor fails to perform the work in strict accordance with the specifications or other provisions of this contract. E. F C3-3.11 INSURANCE: Pa�e C3-3 (5): Delete subparagraph "a. CONIPENSATION INSURANCE" C3-3.11 INSiJRANCE: 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: 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 a11 claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not anv such iniurv, dama�e or death is c�rused, in inhnle or in aart. hv the neQligence or alleged ne�ligence of Owner. its officers, servn.nts, nr emp/nvees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property ofthe Owner arising from the performance of any of the terms and conditions of this Contract, whether or not anv such irzjury or dar�ia�je is cclused in whole or in part bv the negligence or alleged ne�li�Tence of Dtivner, its nfficers, servants or emnlovees.. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release Revised _ P� � �/t}�/99 � ' from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been refened to the insurance carrier. A � 1 ' � ' 1 � ' ' � t ' ' ' 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. ' �d _ ��.3. i�1t��4f9!� � _ r �� 1� SPECIAL CONDITIONS � � � � � I] !J � � , � � � J � � � � � � � `I � Q��fi � - s��r�� o��o�s D-1 AWARD OF CONTRACT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-3; D-2 SUBMISSION OF CONTRACT DOCUMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . SC-3� D-3 GENERAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC—� D-4 TAX EXEMPTIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC— D-5 PROJECT DESIGNATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-6; D-6 EQUAL EMPLOYMENT PROVISIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC— ' D-7 PRE—CONSTRUCTION CONFERENCE . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . SC— D-8 COORDINATION MEETINGS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC— D-9 PROJECT ABANDONMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC—C D-10 BREAKDOWN OF BID PROPOSAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-6 D-11 INDEMNIFICATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-6,� D-12 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW ... SC—� D-13 MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE)COMPLIANCE...SC-9 D-14 CAL�NDAR DAY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-1Q D-15 SUBSIDIARY WORK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-1'I D-16 WAGE RATES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-1� D-17 EASEMENTS AND PERMITS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-1 D-18 COORDINATION WITH FQRT WORTH WATER DEPARTMENT ..... ... SC-1 D-19 DAMAGE TO PRIVATE PR�PERTY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-1 D-20 SHOP DRAWINGS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-1 D-21 CROSSING OF EXISTING UTILITIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-1 D-22 EXISTING UTILITIES AND IMPROVEMENTS . . . . . . . . . . . . . . . . . . . . . . . . . SC-1 D-23 CONSTRUCTION TRAFFIC OVER PIPELINES . . . . . . . . . . . . . . . . . . . . . . . . SC-1� D-24 TRAFFIC CONTROL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-1 D-25 PAYMENT ..................................................... SC-1 D-26 DELAYS ...................................................... SC-1 D-27 DETOURS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-16 D-28 BARRICADES AND WARNING�SIGNS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-1� D-29 EXAMINATION OF SITE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-15 D-30 ZONING COMPLIANCE . . .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-1� D-31 WATER FOR CONSTRUCTI�N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-1� D-32 WASTE MATERIAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-1 D-33 CLEANUP FOR FINAL ACCEPTANCE . . . . . . . .� . . . . . . . . . . . . . . . . . . . . . . . SC-1� D-34 PROPERTY ACCESS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-1�6 D-35 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK . . . . . . . . . . . SC-17 D-36 SAFETY RESTRICTIONS — WORK NEAR HIGH VOLTAGE LINES ......... SC-1.7 D-37 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS . . . . . . . . . . . . . SC-1�8 D-38 SANITARY FACILITIES FOF� WORKERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-1o9 D-39 LEGAL RELATIONS AND R�SPONSIBILITIES TO THE PUBLIC .......... SC-1;9 D-40 RIGHT TO AUDIT . . . . . ! . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-19 D-41 �NCREASE OR DECREASE IN QUANTITIES . . . . . . . . . . . . . . . . . . . . . . . . . . SC-19 D-42 CUTTING OF CONCRETE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC—�0 D-43 PROJECT DESIGNATION SIGN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-20 D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT . . . . . . . . . . . . . . SC-20 D-45 MISCELLANEOUS PLACEMENT OF MATERIAL . . . . . . . . . . . . . . . . . . . . . . . SC-21 D-46 TYPE «C�, BACKFILL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC—�1 D-47 CRUSHED LIMESTONE BACKFILL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC—�1 D-48 2:27 CONCRETE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC—L1 D-49 TRENCH EXCAVATION, BACKFILL AN�D COMPACTION . . . . . . . . . . . . . . . . SC—�1 D-50 PAVEMENT REPAIR (E2-19) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC—' 3 05/1 �J9 �C rr SC-1 P�Rfi � - SP��M�A� �OI��IfiIONS D-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY' SC-23 D-52 SANITARY SEWER MANHOLES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-24 D-53 SANITARY SEWER SERVICES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-27 D-54 NOT USED .................................................... SC-28 D-55 REMOVAL,,.SALVAGE AND ABANDONMENT OF EXISTING FACILITIES ... SC-28 D-56 DETECTABLE WARNING TAPES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-30 D-57 PIPE CLEANING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-30 D-58 BARRICADES, WARNINGS AND FLAGMEN . . . . . . . . . . . . . . . . . . . . . . . . . . SC-30 D-59 DISPOSAL OF SPOIUFILL MATERIAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-30 D-60 MECHANICS AND MATERIALMEN'S LIEN . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-31 D-61 SUBSTITUTIONS ........ .................................. ..... SC-31 D-62 PRECONSTRUCTION TELEVISION INSPECTION/SANITARY SEWER LINES SC-31 D-63 VACUUM TESTING OF SANITARY SEWER MANHOLES . . . . . . . . . . . . . . . . SC-34 D-64 BYPASS PUMPING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-35 D-65 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS SC-35 D-66 SAMPLES AND QUALITY CONTROL TESTING . . . . . . . . . . . . . . . . . . . . . . . SC-37 D-67 TEMPORARY EROSION SEDIMENTS AND WATER POLLUTION CONTROL SC-38 D-68 INGRESS AND EGRESS/ ACCESS TO DRI�/ES . . . . . . . . . . . . . . . . . . ... . . . SC-39 D-69 PROTECTION OF TREES, PLANTS AND SOIL . . . . . . . . . . . . . . . . .�. . . . . . . SC-39 D-70 SITE RESTORATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-39 D-71' STANDARD "PRODUCT LIST . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-39 D-72 STATE REVOLVING FUND (SRF) REQUIREMENTS . . . . . . . . . . . . . . . . . . . . SC-39 D-73 TOPSOIL, SODDING AND SEEDING . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . SC-39 D-74 CONFINED SPACE ENTRY PROGRAM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-45 D-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL, INSPECTION . . , . . . . . . SC-45 D-76 EXCAVATION NEAR TREES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . SC-45 D-77 CONCRETE ENCASEMENT OF SEWER PIPE . . . . . . . . . . . . . . . . . . . . . . . . SC-46 D-78 CLAY DAM .................................................... SC-46 D-79 EXPLORATORY EXCAVATION (D-HOLE) . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-46 D-80 INSTALLATION OF WATER FACILITIES . . . . . . . . . . ... . . . . . . . . . . . . . . . . . SC-47 80.1 POLYVINYAL (CHLORIDE PVC) WATER PIPE . . . . . . . . . . . . . . . . . . . . . . . . SC-47 80.2 BLOCKING .. .. ..... . .. ..... ............. ..... .s..�:.'�r��;;�..... .. .... SC-47 • ,; n 80.3 TYPE OF CASING PIPE . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . SC-47 80.4 TIE-INS ....................................................... SC-48 80.5 CONNECTION OF EXISTING MAINS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .•. �SC-48 80.6 VALVE CUT-INS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-48 80.7 WATER SERVICES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-48 80.8 2-INCH TEMPORARY SERVICE LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-50 80.9 AD'JUST MANHOLES AND VAULTS (UTILITY CUT) . . . . . . . . . . . . . . . . . . . . SC-51 80.10 ADJUST WATER VALVE BOXES . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . SC-5"'I 80.11 PURGING AND STERILIZATION OF WATER LINES . . . . . . . . . . . . . . . . . . . . SC-51 80.12 WORK NEAR PRESSURE PLANE BOUNDARIES . . . . . . . . . . . . . . . . . . . . . . SC-52 , 80.13 WATER SAMPLE STATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-52 80.14 DUCTILE IRON AND GRAY IRON FITTINGS . . . . . . . . . . . . . . . . . . . . . . . . . . SC-52 D-81 SPRINKLING FOR DUST CONTROL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-53 D-82 DEWATERING .......... ....................................... SC=53 D-83 TRENCH EXCAVATION FOR DEEP TRENCHES . . . . . . . . . . . . . . . . . . . . . . SC-53 D-84 TREE PRUNING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-53 D=85 TREE REMOVAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-54 D-86 TEST HOLES .................................................. SC-54 o��s�ss ' SC-2 � � P.ART D.- SPE��. ��OI�DIfiIONS D FOR: MAIN 183 AND 333 DRAINAGE AREAS SANITARY SEWER SYSTEM IMPROVEMENTS, PART 3, UNITS 1, 2& 3 FORT WORTH, TEXAS D DOE PROJECT NUMBERS - UNIT 1: 2093, UNIT 2: 2581, UNIT 3: 2650 SEWER PROJECT NO. PS46-070460410240 � D-1 AWARD OF CONTF�ACT: 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 ttae City. Award, if made, shall be to the responsive low bidder.� � The following shall apply for contract documents with multiple units of work. Each unit represents a separate project, each with an individual M/WBE specification and proposal section. The proposa� sections are arranged to allow prospective bidders to submit bids on one unit, some of the units, or � all of the units. Award of contract(s), if made, shall be to the responsive low bidder for eac� individual unit. If a contractor is the responsive low bidder on two units or more, a single set o contract documents consisting of all applicable units will be created and one single award of contrac � shall be made. Th''��Contractor shall comply with the City's M/WBE Ordinance on each unit. Bidder shall submit individual and separate monthly M/WBE reports for each Unit included in the Contract � Construction time on all units will run concurrently. For situations involving approved contracts wit multiple units, the total allowable construction completion time period for all the units shall be th same as the unit with the longest construction time period. � D-2 SUBMISSION OF CONTRACT DOCUMENTS, CONSTRUCTION START TIME AN PRE-CONSTRUCTION SUBMITTALS: The contractor(s) shall execute and return the contra � 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. Th�a 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) calend�r � 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. � Per City -ordinance 11923, the contractor(s) shall submit the letters of intent- or a copy of tf�e agreements with the approved M/WBE subcontractor(s) at or before the pre-construction conference. To expedite M/WBE compliance contractors are strongly encouraged to'submit tfie � executed letters of intent (with M/WBE subcontractors) at the time of submittal of the UTILIZATIO�N FORM or GOOD FAITH EFFORT FORM. The letter(s) must be signed by both parties. If tlle 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 stipulat i d above. � Additional submittals at time of pre-construction meeting shall include (but not limited to): Contractors Work Plan and Schedule j`j Disposal Site for Waste M�terial Information �.� Sub-Contractor ldentification Trench Safety Design (if required) � o��a�s SC-3 � 7 �7 \� � ~ �I7 �� O7 '7��07 -� Confined Space Entry Program Name and number of a responsible person for off hour emergencies Project schedule which must reflect a project completion date to be determined by the completion time period stipulated in the proposal section. The pre-construction conference is intended as a forum between the contractor and the appropriate City staff to�go over the project in detail and�to afford the contractor the opportunity to submit all the required documents listed above. If the contractor fails to submit any of the required documents, the contractor will not be allowed to begin work and time on the project will start to accumulate. D-3 GENERAL: The order or precedence in case of conflicts or discrepancies befinreen various parts of the Contract Documents subject to the ruling of the Engineer shall generally, but not necessarily, follow the guidelines listed belov�r: Plans Contract Documents Special Conditions The following Special Conditions shall be applicable to this project and shall govern over any conflicts with the General Contract Documents under the provisions stated above. The Contractor shall be re�ponsible for defects in this project due to faulty materials and workmanship, or both, for a period of one (1) year from date of final acceptance of this project by the City Council of the City of Fort Worth and will be required to reptace 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 ContracY' above. Subject to modifications as herein contained, the Fort Worth Water Department's General Contract Documents and General Specifications, with latest revisions, are made a part of the 'General Contract Documents for this project. The Plans, these �pecial Contract Documents and the rules, regulations, requirements, instructions, drawings or details referred to by manufacturers name, or identification include therein as specifying, referring or implying product control, performance, quality, or other shall be binding upon the contractor. The specifications and drawings shall be considered cooperative; therefore, work or material called for by one and not shown or mentioned in the other shall be accomplished or furnished in a faithful manner as though required by all. Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre- qualified with the Water Department to perform such work in accordance with procedures described in the current Fort Worth Water Department General Specifications, which general specifications shall govem pertormance of all such work. This contract and project, where applicable, may also be govemed by the finro following published specifications, except as modified by these Special Provisions: STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY o��a�s SC-4 �i � P�4Rfi � � sQ��M�� o��r�rNon�s OF FORT WORTH 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 Street, 2nd Floor, Municipal Building, Fort Worth, Texas D 76102. The specifications applicable to each pay 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 documents D 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 North Central Texas document. � � � � � J � � � J � � � J J Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Failure to bid or fully execute contract without retainin contract documents intact may be grounds for designating bids as "non-responsive" ari rejecting bids or voiding contract as appropriate as determined by the City Engineer. INTERPRETATION AND PREPARATION OF PROPOSAL: DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the Purchasing Manager or his representative at the official locatior� and stated time set forth in the "Notice to Bidders". It is the Bidder's sole responsibility to delive the proposal at the proper time to the proper place. The mere fact that a proposal wa, dispatc�ed will not be considered. The Bidders must have the propos�l actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL", and th name or description of the project as designated in the "Notice to Bidders". The envelope sha I be �addressed to the Purchasing Manager, City of Fort Worth Purchasing Division, PO Bo 17027, Fort Worth, Texas 76102. WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot b� withdrawn prior to the time set for opening proposals. A request for non-consideration of a proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non-consideratio� are opened and publicly read aloud, the proposals for which non-consideration requests hav been properly filed mav, at the option of the Owner be returned unopened. I TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal t�y telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the Purchasing Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and du�y authenticated confirmation of such telegraphic communication over the signature of the bidd�r was mailed prior to the proposal opening time. If such confirmation is not received within fort�- eight (48) hours after the proposal opening time, no further consideration will be given to tl�e proposal. I D-4 TAX EXEMPTIONS: This contract is issued by an organization which qualifies for exemption pursuant of the provisions of Article 20.04(F) of the Texas Limited Sales, Excise and Use Tax A�t. All equipment and materials not consumed by or incorporated into the project construction, a�e subject to State sales tax under House Bill 11, enacted August 15, 1991. All such taxes shall be included in the various amounts on #�he Proposal Form. The successful Bidder shall be required,to 0�,�9 sc-5 � P�ARfi � = SPE�IAL �ONDM�MOI�S submit a breakdown between labor and material costs prior to execution of the contract. D-5 PROJECT DESIGNATION: Construction under these Special Documents. shall be performed under the Project Designation: Project No. PS46-07046410260 D-6 EQUAL EMPLOYMENT PROVISIONS: Contractor shall comply with City Ordinance Number 7278 as amended by City Ordinance Number 7400 (Fort Worth City Code Sections 13-A-21 through 12-A-29) prohibiting discrimination in employment practices. 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 CONFERENCE: Before the project work order is issued, a pre- construction conference shall be held with representatives of the following agencies present: City Engineering Department, City Water Department, City Public Works Department, other interested City Departments (such as Traffic), interested utility companies (such as gas, telephone, and electric), Design Engineer and the successful Contractor. Contractor shall submit a schedule of operations at the pre-construction conference. D-8 COORDINATION MEETINGS: 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 BREAKDOWN O� BID PROPOSAL: When requested by the Engineer, the Contractor shall furnish a cost breakdown of those bid items shown in the Proposal as lump su�n items. Thi�s information is for use in the preparation of a recommendation to the City for award of contract. D-11 INDEMNIFICATION: The Contractor agrees to fully indemnify and save whole and harmless the City, Owner and Engineer from all costs or damages arising out of any real or asserted claim or cause of action against it of any kind or character and in addition from any and all costs or damages arising out of any wrongs, injuries, demands or suits for damages, either real or asserted, claimed against it that may be occasioned by any act, omission, neglect or misconduct of the said Contractor, his agents, servants and employees. The Contractor further agrees to comply with all applicable laws, regulations, ordinances, building and construction codes of the City of Fort Worth and State of Texas and with any regulations for the protection of workers whicli may be promulgated by the Government and shall protect such work with all necessary lights, barriers,"safeguards and warnings as are p�ovided for in said specifications and in the ordinances of said City. D-12 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: Definitions: Certification of coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance o��s�ss SC-6 � P.ARfi D - SPE�1�4L �ON�ITIONS � coverage for the person's or entity's employees providing services on a project, for th duration of the project. D Duration of the project - includes the time from the beginning of the work on the project until th contractor's/person's work on the project has been completed and accepted by th governmental entity. I� �� D Persons providing services on the project ("subcontractor" in §406.096)- includes all persons a'r entities performing all or part of the services the contractor has undertaken to perform on thg project, regardless of whether that person contracted directly with the contractor an� regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owneir operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing,�haulin� or delivering equipment or materials, or providing labor, transportation, or other service, related to a project. "Services" does, not include activities unrelated to the project, such a� food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The Contractor shall provide coverage, based on proper reporting of classification codes and D payroll amounts and filing of any coverage agreements, which meets the statutory requirement�s of Texas Labor Code, Section 401.011(44) or all employees of the Contractor providing service5 on the project, for the duration of the project. i� �� J J ■] C. The Contractor must provide a certificate of coverage to the governmental entity prior to bein� awarded the contract. i D. If the coverage period shown on the contractor's current certificate of coverage ends during th�e duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. E. The Contractor shall obtain from each person providing services on a project, and provide th�e governmental entity: � 1. A certificate of coverage, prior to that person beginning work 'on the project, so thle governmental entity will have on file certificates of coverage showing coverage for II pe�sons providing services on the project; and 2. No later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of cov,�r�age ends during the duration of the project. 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 governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known„ of any change that materially affects the provision of coverage of any person providing services on the projeit. D H. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage � o��a�s SC-7 � P�ART � - SP��IAL �ONDMfiIONS and report lack of coverage. I. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: 1. Provide coverage, based on proper.reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; 2. Provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; 3. Provide the Contractor, prior to the end of the,;coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of�the project; 4. Obtain from each other person with whom it contracts, and provide to the Contractor: a.) A certificate of coverage, prior to the other person beginning work on the project; and b.) A new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 5. Retain all required certificates of coverage on file f�r the duration of the project an�! for one year thereafter. Notify the gover�nmental 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 paragraphs (1)-(7), with the certificates of coverage to be provided to th� person for whom they are providing services. 8. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractorwho will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self-insured, with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject �the contractor to administrative, criminal, civil penalties or other,civil actions. 9. The contractor's failure to comply with any of these provisions is a breach of contract by the contractorwhich entitles the governmental entity to declare the contract void if the contractor does not remedy the breach wifhin ten days after receipt of notice of breach from the governmental entity. � o��a�s . SC-8 � �� I� L a !J �� P,ARfi � - SPE�M�L CON�IfiIONS The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with a title in"at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following� text, without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE The law requires that each person working on this site or providing services related to thisl construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor o� transportation or other service related to the project, regardless of the identity of their employer or status as an employee." Call the Texas Worker's Compensation Commission at (512)440-3789 to receive information on � the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage". J � � � J � � � � I'� D-13 MINORITY i�ND WOMENS BUSINESS ENTERPRISE (M/WBE) COMPLIANCE: Ir accordance with City of Fort Worth Ordinance No. 11923, the City of Fort Worth has goals for th� participation of minority business� enterprises and v�iomen business enterprises 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 � material breach of Gontract. I The M/WBE UTILIZATION FORM, M/WBE GOALS WAIVER FORM AND GOOD FAITH EFFOR� FORM, as applicable, must be submitted within five (5) city business days after bid opening. Failure to comply shall render the bid non-responsive. "Y"''"�"`�'� "`� Upon request, contractor agrees to provide the City complete and accurate information regardin � actual work perFormed by a Minority or Women Business Enterprise (M/WBE) on the contract an� payment thereof. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/a�r WBE. The misrepresentation of 'acts (other than a negligent misrepresentation) and/or th� commi5sion of fraud by the Contractor will be grounds for termination of the contract and/or initiatin� action under appropriate federal, state, or local laws or ordinances relating to false statemen� Further, any such misrepresentation (other than a negligent misrepresentation) and/or commissio of fraud will result in the Contractor being determined to be irrespons�ble and barred frorr participating in City work for a period of time of not less than three years. i The City will consider the contractor's perFormance regarding its M/WBE program in the evaluation of bids. Failure to comply with the City's M/WBE Ordinance, or to demonstrate "good faith effo�t", 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/VUBE subcontractors prior to issuance of the Notice to Proceed. Contractor shall also provide month�y reports on utilization of the subcontraciors to the City's M/WBE office. o��a�s SC-9 � PAR�` � - SPE�M.A� �0��lT"MO�S The Contractor may count first and second tier subcontractors and/or suppliers toward meeting the goals. The Contractor may count toward its goal a portion of the total dollar amount of the contract with a joint venture equal to the percentage of the M/WBE participation in the joint venture for a clearly defined portion of the work to be performed. All M/WBE contractors used in meeting the goals must be certified prior to the award of the Contract. The M/WBE contractor(s) must be certified by either the North Central Texas Regional Certification Agency (NCTRCA) or Texas Department of Transportation (TxDOT), Highway Division and must be located in the nine (9) county marketplace at time of bid. The Contractor shall contact,all such M/WBE subcontractors or suppliers prior to listing them on the M/WBE utilization or good faith effort forms as applicable. Failure to contact the listed M/WBE subcontractor or supplier prior to bid opening may" result in the rejection of bid as non-responsive. Whenever a change order affects the work of an M/WBE subcontractor or supplier, the,M/WBE shall be given an opportunity to perform the work. Whenever a change order exceeds 10% of the original contract, the M/WBE coordinator shall determine the goals applicable to the work to be perFormed under the change order. During the term of the contract the contract shall: Make no unjustified changes or deletions in it's M/WBE participation commitments submitted with or subsequent to the bid, and, If substantial subcontracting and/or substantial supplier opportunities arise during the term of the contract which the contractor had represented he would perform with his forces, the contractbr shall notify the City before subcontracts or purchase orders are let, and s,hall•be required to comply with modifications to goals as deterr►iined by the City, and , Submit a REQUEST FOR APPROVAL OF CHANGE FORM, if the contractor desires to change or delete any of the M/WBE subcontractors or suppliers. Justification •for change may be granted for the following: Failure of Subcont�"�ctor to provide evidence of coverage by Worker's Compensation Insurance. Failure of Subcontractor to provide required general liability of other insurance. Failure of Subcontractor to execute a standard subcontract form in the amount of the proposal used by the Contractor in preparing his M/WBE Participation plan. . Default by the M/WBE subcontractor or supplier in the performance of,the subcontractor Within ten (10) days after final payment from the City, the contractor shall provide the M/WBE Office with documentation to reflect final participation of each subcontractor and supplier usecl 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 Contractor will not be allowed to work on Sundays or any holidays observed by the City of Fort Worth. o��a�ss SC-10 I� �� J IJ �� I� � J � ■J �� J � P�Rfi D - SPE�I�L �ON�IT�O�IS D-15 SUBS4DIARY WORK: Any and all work specifically governed by documentary requirement for the project, such as conditions imposed by the Plans, the General Contract Doc�ments or thes� Special Contract Documents, in which no specific item for bid has been provided for in the Proposal! shall be considered as a subsidiary item of work, the cost of which shall be included in the price bi� in the Proposal for each bid item. Surface restoration, removal and replacement of fencing, and cleanup are general items of work which fall in the category of subsidiary work. 1 D-16 WAGE RATES: The labor classifications and minimum wage rates set forth herein have been predetermined by the City CounciC of the City of Fort Worth, Texas, in accordance witfi statutory requirements, as being the prevailing classifications and rates that shall govern on all wor�C performed by the Contractor or any Subcontractor on the site of the project covered by these Contract Documents. In no event shall less than the following rates of wages be paid. (Attachec'i CLASSIFICATION Air Tool O�erator Asphali Raker Asphalt Shoveler Batching Plant Weigher Batterboard Setter Carpenter Concrete Finisher (PAV) Concrete Finisher (STRS) Concrete Rubber Electrician Flagger Form Builder (STRS) � � � � � � 05/18/99 � CI�1( OF �ORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATE FOR 1995 RATE CLASSIFICATION RATE $7.554 $8.565 $8.255 $9.371 $8.920 $9.447 $9.345 $9.058 •$7.733 $12.761 $5.598 $8.717 SC-11 Form Liner Form Setter (Pav & Curb) Form Setter (Structures) Laborer, Common Laborer, Utility Mechanic Oiler Servicer Piledriver Pipelayer Blaster $8.913 $8.686 $8.427 $6.402 $7.461 $10.658 $8.698 $8.104 $7.500 � $8.509 $11.333 Q�� Q�VM�1�. Vo��7 CLASSIFICATION RATE CLASSIFICATION � RATE � POWER EQUIPMENT OPERATORS Asphalt Distributor $8.404 Asphalt Paving Machine $9.Q53 Broom or Sweeper Operator $7.908 Bulldozer, 150 HP or Le�s $8.703 Bulldozer, Over 150 HP' $9.160 Concrete Paving Curing Mach$8.213 Concrete Pav Finishing Mach. $9.453 Concrete Paving Form Grader$8.500 Concrete Paving Joint Mach. $9.042 Concrete Paving Joint Sealer$7.350 Concrete Paving Float $7.875 Concrete Paving Saw $9290 Concrete Paving Spreader $9.750 Slipform Machine $9.000 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (Less than 1 '/z cy) $9.513 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (1 '/2 cy & Over) $10.517 Crushing or Scrng Plt Opr. $9.500 Elevating Grader Foundation Drill Oper. (Crawler Mounted) $10.000 Foundation Drill Operator (Truck Mounted) $11.138 Foundation Drill Opr Helper Front Ent Loader (2 '/2 CY or Less) $8.823 Front Ent Loader (Over 2 %z CY) $9.311 Hoist (Double Drum & Less) $8.917 Milling Machine Operator $6.650 Mixer (Over 16 CF) $9.000 Mixer (16` CF & Less) $7.913 Mixer - Concrete Paving $9.500 Motor Grader Operator� (Fine Grade) $10.346 Motor Grader Operator $9.891 Pavement Marking Machine $6.402 Posthole Driller Operator $9.000 Roller, Steel Wheel (Plant-Mix �Pavements) $8.339 Roller, Steel Wheel (Flafinrheel or Tamping) $7.963 Roller, Pneumatic Self-Pro $7.403 Scraper - 17 CY & Less $8.138 Scraper - Over 17 CY $8.205 Side Boom $7.793 Tractor - Crawler Type (150 HP & Less) $8.448 Tractor - Crawler Type (Over 150 HP) $8.873 Tractor - Pneumatic $7.735 Traveling Mixer $7.615 Trenching Machine - Light $8.188 Trenching Machine - Heavy $12.498 Wagon-Drill, Boring Machine $9.000 Reinforcing Steel Setter (Paving) $9r218 Reinforcing Steel Setter (Structural) '$11.548 Steel Worker - Structural $16.300 Sign Erector $11.436 Spreader Box Operator $6.988 Barricade Servicer Zone Wk. $6.402 Mounted Sign Installer (Permanent Ground) $6...402 Truck Driver - Single Axle (Light) $7.465 Truck Driver - Single Axle (Heavy) $8.067 Truck Driver - Tandem Axle (Semi-Trailer) $7.816 Truck Driver - Lowboy/Float $9.653 Truck Driver - Transit Mix $7.507 Truck Driver - Winch $8.200 Vibrator Operator $7.000 Welder $10.459 D-17 EASEMENTS AND PERMITS: The performance of this contract requires certain temporary construction, right-of-entry agreements, and/or permits to perform wor�C on private property. The City has attempted to obtain the temporary construction and/or right-of-entry: agreements for properties where construction activity is necessary on City owned facilities, such as sewer lines or manholes. For locations where the City was unable to obtain the easement or right-of-entry, it shall o��a�ss SC-12 � P�ARfi D = SP��M�L �ONDM�'IOI�S � be the Contractor's responsibility to obtain the 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 review by contacting the plans desk at the Department of D Engineering, City of Fort Worth. Also, it shall be the responsibility of the Contractor to obtain written permission from property owners to perform such work as cleanout repair and sewer service replacement on private property. Contractor shall adhere to all requirements of Paragraph C6-6.10 D 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 dn these agreements, by the property owners. � �±�J �! J ■I � sJ � � � #1 J � � J �] The easements and/or private property shall be cleaned up after use and restored to its original condition or better. In event additional work room is required by the Contractor, it shall be the Contractor's responsibility to obtain written permission from the property owners involved for the use of additional property required. No additional payment will be allowed for this 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 shall pay any and all costs associated with the permit(s). It is the� Contractor's responsibilitywto provide the required flagmen and/or provide paymentto the appropriat railroad/agency for all fl�gmen during construction in railroad/agency right-of-way. Any and all cost associated with compliance with permits(s) including payment forflagmen shall be subsidiary to th project price. No additional payment will be allowed for this item. D-18 COORDINATION WITH FORT WORTH WATER DEPARTMENT: During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times fo deactivating and activating those, lines. D-19 DAMAGE TO PRIVATE PROPERTY: The Contractor shall immediately repair or replace an�i �amage to private property, including but not limited to fences, walls, pavement and water and sewer services, at no cost fio the 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 Constructior� Engineer, for all equipment and materials for this project. Contractor shall submit seven (� copies of shop drawings, layouts, manufacturer's data and material schedules as may be required by the Engineer for his review. Such review by the Engineer shall include checking for general conformance with the design concept of the project and general compliance with information given in the General Contract Documents. Indicated action by the Engineer, which may result from hi ` review, shall not constitute concurrence with any deviation from the plans and specifications unles such deviations are specifically identified by the method described below, and further shall n� relieve the Contractor of responsibility for errors or omissions in the submitted data. Processe� shop drawing submittal are not change orders. The, purpose of submittals, by the Contractor, is t� demonstrate that the Contractor understands the design concept, and that he demonstrates his understanding by indicating which equipment and materials he intends to furnish and install, and by detailing the fabrication and installation methods he intends to use. If deviations, discrepancies or conflicts between submittals and the design drawings and/or specifications are discovered, eith�r prior to or after submittals are processed, the design drawings and specifications shall govern. Th� Contractor shall be responsible for all dimensions which are to be confirmed and correlated at th� job site, fabrication processes and techniques of construction, coordination of his work with that of o��a�s SC-13 � P�A�fi .� - SPE�I�AL. �O�I�MfiIONS 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 �lans and specifications and dimensions suitable for the application. Any deviation from �the specified criteria shall be expressly stated in writing in the submittal. Shop drawings shall be submitted for the following items prior to installation: All pipe Reinforced steel fabrication for structures Cast Iron structural appurtenances Shop drawings must be approved by the Engineer prior to the start of work. D-21 CROSSING OF EXISTING UTILITIES: Where a proposed 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 vertical distance is less than 9 feet barrel to barrel, the sanitary sewer�or sanitary sewer service line shall be made wat�r tight or be constructed of ductile iron pipe. The required length of replacement shall be determined by the Engineer. The material for sanitary sewer mains and sanitary sewer laterals shall be Class 51 Ductile Iron Pipe with polyethylene wrapping. The material for sanitary sewer service lines shall be extra strength cast iron soil pipe with polyethylene wrapping. Adapter fittings shall be a urethane or neoprene coupling ASTM C-425 with series 300 stainless steel compression straps. Payment for work such as backfill, fittings, tie-ins and all other associated appurtenances required, shall be included in the linear foot price of the appropriate bid item. D-22 EXISTING UTILITIES AND IMPROVEMENTS: The plans show the locations of all known surface and subsurface structures. However, the Owner assumes no responsibility for failure to show any or all of these�� structures on the Plans, or to show them in their exact location. It is mutually agreed that such failure shall not be considered sufficient basis for claims for additional compensation for extra work or for increasing the pay quantities in any manner whatsoever. The Contractor shall be responsible for verifying the Iocations of and protecting all existing utilities, service lines, or other property exposed by his construction operations. Contractor shall make all necessary provisions for the support, protection, relocation, and/or temporary relocation of all utility poles, gas lines, telephone cables, utility services, water mains, sanitary sewer lines, electrical cables, drainage pipes, and all other utilities and"structures both above and below ground during construction. The Contractor is liable for all damages done to such existing facilities as a result of his operations and any and all �cost incurred for the protecti'on and/or temporary relocation of such facilities shall be included in the cost bid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION WILL BE ALLOWED. Where existing utilities or service lines are cut, broken or damaged the Contractor shall replace or repair the utilities or service lines with the same type of original material and construction, or better, unless otherwise shown or noted on the plans, at his own cost and expense. The Contractor shall immediately notify the Owner of the damaged utility or service line. He shall 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. o��a�s � SC-14 � Q�ARfi D - SP��AL �ONDI'�IONS D In case it is necessary to change or rS�o've 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 reservec to the owner of public utilities to enter upon the limits of the project for the purpose of making sucr D changes or repairs of their property that may be made necessary by performance of this contract; ' i The utility lines and conduits shown on the plans are for information only and �re not guarantee � by the City of the Engineer to be accurate as to extent, location, and depth; they are shown on th plans as the best information available at the time of design, from the owners of the utilities involve and from evidences found on the ground. � � J � J �J �J J � � �] � �J D-23 CONSTRUCTION TRAFFIC OVER PIPELINES: It is apparent that certain constructior� vehicles could exceed the load bearing capacity of the pipe under shallow bury conditions. It will be the responsibility of the Contractor to protect both the new line and the existing lines from these possibly excessive loads. The Contractor shall not, at any time, cross the existing or new pipe with a truck delivering new�pipe to-�+ie site. Anv damaae'to the existing or new�pipe will be repaired or replaced by the Contractor, at the Contractor's expense, to the satisfaction of the City. In locations where it is not permissible to cross the existing or proposed pipes without addition 1 protection the Contractor may elect to provide additional protection'of the pipes so that mo� 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, af the damage results from'any phase of hi� construction operation,. D-24 TRAFFIC CONTROL: The Contractor shall be responsible for providing traffic control dUrin� the construction of this project consistent with the provision set forth in the "1980 Texas Manual o Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "Stat� of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701d Vernon's Civ I Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. In addition, the Contractor sha�l comply with City of Fort Worth, Texas, February 1979, Traffic Control Handbook for Construction and Maintenance Work Areas. 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 perm`t required construction, the Contractor shall contact the Transportation/Public Works Departmen , Signs and Markings Division, (Phone Number 871-8100) to remove the sign. In the case f 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 the temporary sign requirerraents are met. When construction work is completed to the extent that the permanent sign can be reinstalled, the Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place until'such reinstallation is completed. r The Contractor shall furnish barricades, flares, etc., for the protection of the public and the work. The cost of the traffic control shall be included in the price bid for pipe complete in place as bid in the Proposal, and no other compensation will be allowed. The Contractor shall fumish a traffic control p►an to the City at the pre-construction meeting. Tlie � • o��a�ss J SC-15 P�ARfi C� s SQE�I�AI. �Ot��MfiIONS cost for traffic control shall be subsidiary to the unit prices for this pr.oject. D-25 PAYMENT: Payment for all work and material involved in salvaging, abandoning, and/or removing of existing facilities shall be included in the linear foot bid price of the pipe except as follows: Separate payment will be made for removal. of all fire hydrants, gate valves 16-inch and larger, and sanitary sewer. manholes regardless �of location. Payment will be made for salvaging, abandoning, and/or removing of all other existing facilities when said facility is not being replacetl in the same trench, i.e., when removal requires �a separate trenching operation. D-26 DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. When such extra compensation is claimed, a written statement thereof shall be presented by the Contractor to the Engineer, and if by him found correct, shall be approved and referred by him to tlie Council for final approval or disapproval; and the action thereon by the Council shall be final and binding. If delay is caused by specific orders given by the Engineers to stop work, or by the performance of extra work, or by the failure ofWthe City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City Council; and no such extension of time shall release the Contractor or the surety on his performance bond from all hi� obligations hereunder which shall remain in full force until the discharge of the contract. D-27 DETOURS: The Contractor shall prosecute his work in su�h a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. D-28 BARRICADES AND.WARNING SIGNS: Barricades, waming and detour signs shall conform to the Standard �Specifications "'Barriers and Warning and/or Detour Signs," Item 524, and/or as shown on the plans. Constructibn signing and b�rricades shall conform with "1980 Texas Manual on Uniform Traffic Control Devices, Vol. No. 1" or latest edition there of. V D-29 EXAMINATION OF SITE: It shall be the responsibility of th� prospective bidder to visit the project site and make such examinations and explorations as may be necessary to determine all conditions which may affect cohstruction of this project. Particular attention should be given to methods of providing ingress and egress to adjacent private and public properties, procedures for protecting existing improvements and disposition of all materials to be removed. Proper consideration should be given to �hese details during the preparation of the Prop�sal and all unusual conditiorls which may gi�e rise to later contingencies should be brought to the attention of the Owner prior to the submission of the P�oposal. D-30 ZONING COMPLIANCEs During the construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. D-31 WATER FOR"CONSTRI�CTION: Water for construction will be furnished by the Contractor at his own expense. o��a�s SC-16 � J 7 Tl7 \� � ~ �7 �V�7�1� VO�7��O�V D-32 WASTE MATERIAL: All waste material� shall become the property of the Contractor anc� shall be disposed of by the Contractc)r at locations approved by the Engineer. All material shall b disposed of in such a manner as to present a neat appearance and to not obstruct proper drainag� or to cause injury to street improvements or to abutting property. �` D-33 CLEANUP FOR FINAL ACCEPTANCE: Final cleanup work shall be done for this project a I soon as all construction has been completed. No more than seven days shall elapse afte� completion of construction before the roadway, right-of-way, or easement is cleaned up to th� satisfaction of the Engineer. The Contractor shall make a final cleanup of all parts of the worl� � before acceptance by the City of Fort Worth or its representative. This cleanup shall includ� removal of all objectionable rocks, pieces of asphalt or concrete and other construction materials1' and in generaE� preparing the site of the work in an orderly manner and appearance. Final � acceptance of the completed project work shall be giv�'n by the City of Fort Worth Department o Engineering. � � � J � � � � � � D-34 PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. - D-3� CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK: Prior to executing thg Contract, it shall be the responsibility of the Contractor to fumish a schedule outlining the anticipated time for each phase of construction with starting and completion dates, including sufficient tim� being allowed for cleanup. � D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES: The followin procedures will be followed regardin�:the subject item on this contract: A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall b� placed inside and outside vehicles such as cranes�, derricks, power shovels, drilling ri s, pile drivers, hoisting equipment or similar apparatus. The �warning sign shall read as fo lows: "WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET C�F HIGH VOLTAGE LINES." � Equipment that may be operated wittiin 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 o i the lift hook connections. When necessary to work within six feet of high voltage electric lines, notification shall be give � the power 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 not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to Texas Utility Electric, and shall record� action taken in each case. The Contractor is required to make arrangements with the Te�as Electric Service company fc�r the temporary relocation or rai'sing of high voltage lines at the Contractors sole cost an� expense. No person shall work within six feet of a high voltage tine without protection having been take'n as outlined in Paragraph (3). , � 05/18�39 3 SC-1�7 7 �7 \� � ~ �7 ��/�� 07 \7��7 \� D-37 CONTRACTOR'S RESPONSIBILI'�Y 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 character, whether real or `asserted, arising out of or incident to the services relating to the project to be performed by said Contractor, its officers, agents, servants or employees, under the terms and conditions of this Contract, whether or not caused by negligence on the part of the City, or their officers, agents, servants or employees; and said Contractor does hereby covenant and agree to assume all liability and responsibility of City for injuries, claims or suits for damages to any and all persons or property, of whatsoever kind or character, occurring during the term of this agreement and arising out of or by reason of service, covenants or agreements performed by said Contractor, its officers, agents, servants or employees. Contractor likewise covenants and agrees to, and d�es hereby, indemnify and hold harmless the 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 this Contract, whether arising out of or in connection with or resulting from any and all acts or omissions of the City, their o"Fficers, agents, servants, or employees, or caused by negligence on the part of City, or their officers, agents; servants employees and/or owners of the units and lots abutting the units in this contract. In the event a written claim for damages against the Contractor remains unsettled at the time all work on the project has been completed to the satisfaction of the Director for the Department of Engineering;� as evidenced by a final inspection, final payment to the Contractor shall not be recommended�by the Director of Department of Engineering for a period of 30 days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Director that the claim has been settled and a release has been obtained from the claimant involved. Although the claim concerned remains unsettled as of the expiration of the above 30-day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi-final payment to be in an amount equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of the performance of such work, and such semi-final payment may then be 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 for the work performed unless the Contractor �ubmits evidence in writing satisfactory to the Director that: 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 class, and s�ach good faith efforts 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 made. If condition (2) above is met at any time within the six-montFi' period, the Director may� recommend that the final payment to the Contractor be made. At the expiration of the six-month period, the Director may recommend that final payment be made if all other work has been performed and all other obligation of the Contractor have been met to the satisfaction of the Director. The Director may, if he deems it appropriate, refuse to accept bids on other Department of Engineering contract work from a Contractor against whom a claim for damages is outstanding as o��a�s SC-18 � 0 IJ [�1 �� P�4RT � s SPE�M�4L �ON�N1`MO�IS a result of work perFormed under a City contract or under a developer-let contract for City of For. Worth street and/or storm drainage facilities. D-38 SANITARY FACILITIES FOR WORKERS: The Contractor shall provide all necessary sanitary conveniences for the use of workers at the project site. Specific attention is directed to thi$ requirement. D-39 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC: The Contractor' particular attention is directed to the requirements of Item C-6-6, "Legal Relations anc� Responsibilities to the Public" of the Fort Worth General Conditions. � D-40 RIGHT TO AUDIT: Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this contract have access to and the right to examine and photocopy any directly pertine t books, documents, papers and records of the Contractor involving transactions relating to thi contract. Contractor agrees that tF�e City shall have access during normal working fiours to a I 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 giv� Contractor reasonable advance notice of intended audits. ; � Contractor further agrees to include in all its subcontracts hereunder a provision to the effect th�t �he 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 ar��y directly pertinent books, documents, papers and records of such subcontractor, involving � transactions to the subcontract, and further, that City shall have access during normal workin�g hours to all subcontractor facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with the provisions of this article together wi,th � subsection (c) hereof. City shall give subcontra�tor reasonable advance notice of intend�d audits. °� Contractor and subcontractor agree to photocopy such documents as may be requested by the City. � The City agrees io re�mburse Contractor for the cost of copies as follows: ` �� copies and under - 10 cents per page � more than 50-copies - 85 cents for the first page„plus fifteen cents for each page thereafter� � ;—f D-4'I INCREASE OR DECREASE. IN QUANTITIES: � approximate. It is the Contractor's sole responsibility submitting a bid. � � J � The quantities shown in the proposal are to verify all pay item quantities prior to When the quantity of the work to be done or materials to be furnished under any pay item of the contract is more than 125% of the quantity stated in the cantract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revis�d consideration on the portion of work above 125% o�tlthe quantity in the contract. � � W�fen the quantity of the work to be d� ne or materials to be furnished under any pay item of the contract is less than 75% of the quan �ity stated in the contract, whether stated by Owner or by Contractor, then either party to the cont�ract, upon demand, shall be entitled to negotiate for revis�d consideration on the portion of work � below 75% of the quantity stated in the contract. This i o��a�ss S C-� 9 � P�ARfi � - SP��N�AL �OI��MfiMONS paragraph shall not apply in the event Owner deletes a pay item in its entirety from this contract. In the event Owner and Contractor are unable to agree on a�negotiated price, Owner and Contractor agree that the consideration will b� the actual field cost of the work plus 15% as described herein below, agreed upon in writing by the Contractor and Director of Department of Engineering and Contractor and Director of Department of Engineering and approved by the City Council after said work is completed, subject to all other conditions of the contract. As used herein, field cost of the work will include the cost of all workmen, foremen, time keepers, rnechanics and laborers; all materials, supplies, trucks, equipment rental for such time as actually used on such work only, plus all power, fuel, lubricants, water and similar operating expenses; and a ratable portion of premiums on performance and payment bonds, public liability, Workers Compensation and all other insurance required by law or by ordinance. The Director of Department of Engineering will direct the form in which the accounts of actual field cost will be kept and will recommend in writing the method of doing the work and the type and-.kind of equipment to be used, but such work will be performed by the Contractor as an independent Contractor and not as an agent or employee of the City. The 15% of the actual field cost to be paid to the Contractor shall cover and compensate him for profit, overhead, general supervision and field office expense, and all other elements of cost and expense not embraced within the actual field cost as herein specified. Upon request, the Co�tractor shall provide the Director of Department of Engineering access to all accounts, bills and vouchers relating thereto. D-42 CUTTING OF CONCRETE: When existing concrete is cut, such cuts shall be made with a concrete saw. All sawing shall be subsidiary to the unit cost of the respective item. D-43 PROJECT DESIGNATION SIGN: Project signs are required at all locations. It shall be in accordance with the attached Figure 30 (dated 9-18-96). The signs may be mounted on skids or posts. The exact locations and methods of mounting shall be approved by the Engineer. In 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 the barricades. Barricade signs shall be in accordance with Figure 30, except that they shall be 1'-0" by 2'-0" in size. The information box shall have the following information: For Questions on this P'roject Call: (817)871-8306 M-F 7:30 am to 4:30 p.m. or � (817)871-8300 Nights and Weekends Any and all cost for the required materials, labor, and equipment necessary for the furnishing of Project Signs shall be considered as a subsidiary cost of the project and no additional compensation will be allowed. D-44 CONCRETE SIDEWAL• K AND DRIVEWAY REPLACEMENT: At locations in the project where mains are required to be placed under existing sidewalks and/or driveways, such sidewalks and/or driveways shall be 'completely replaced for the full existing width, between existing construction or expansion joints with 3000 psi concrete with reinforcing steel on a sand cushion in accordance with City of Fort Worth Transportation/Public Works Department Standard Specifications for Construction, Item 504. At locations where mains are required to be placed under existing curb and gutter, such curb and o��a�s SG20 � P�RT D = SP��M�AL �ONDMT�ONS � gutter shall be replaced to match type and geometry of the removed curb and gutter shall bei installed in accordance with City of Fort Worth Public Works Department Standard Specification for Construction, Item 502. D �� Payment for cutting, backfill, concrete, forming materials and all other associated appurtenance required, shall be included in the square yard price of the bid item for cbncrete sidewalk or drivewa� repair. D-45 MfSCELLANEOUS PLACEMENT OF MATERIAL: Mate�ial has been allocated undervarious D bid items in the Proposal to establish unit prices for miscellaneous` placement of material. Thes� materials shall be used only when directed by the Engineer, depending on field conditions. Paymen for miscellaneous placement�of material will be made for only that amount of material used � measured to the nearest one-tenth unit. Payment for miscellaneous placement of material shall b in accordance with the General Contract Documents regardless of the actual amount used for the project. � D-46 TYPE "C" BACKFILL: Excavated material used for Type "C" backfill must be mechanically� compacted unless the Contractor can fumish the Engineerwith satisfactory evidence the P.I. of the excavated material is less then 8.* Such evidence shall be a test report from an independent testin� laboratory and must include representative samples of soils in all involved areas, with a ma� j� showing the location and depth of the various test holes. ' � �) � � � J � If excavated material is obviously granular in nature, contair�ing 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-47 CRUSHED LIMESTONE BACKFILL: Where specified on �the plans or directed by the Engineer, Crushed Limestone shall be used for trench backfill on this project. The material shall conform �o Public Works Standard Specifications for Street and Storm Drain Construction Divisiori 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, Constructio� Specifications, General Contract Documents. Payment for crushed limestone backfill in place shall be made at the unit price bid in the Proposal multiplied by the quantity of material used measured in accordance with E2-2.16 Measurement of Backfill Materials, Construction Specifications, General Contract Documents. � � D-48 2:27 CONCRETE:' Transportation and Public Works Department typical sections fdr Pavement and Trench Repair for Utility Cuts Figures 1 through 5 refer to using 2:27 Concrete a� base repair. Since this call-out includes the word "concrete�, the consistent interpretation of th� Transportation and Public Works Department is that this ratio specifies two (2) sacks of cement per cubic yard of concrete. , D-49 TRENCH EXCAVATION, BACKFILL, AND COMPACTION: Trench excavation and backfill � under parking lots, driveways, gravel surFaced roads, within easements, and within existing or future R.O.W. shall be in accordance with Section E1-2 Backfill and E2-2 Excavation and Backfill of th�e General Contract Documents and Specifications except as specified herein. ; � � o��a�ss S C-21 J 1 �1 \� � I� �1 S�1�S �!1 1�1�1�1 ,� TRENCH EXCAVATION: In accordance with Section E2-2 Excavation and Backfill, if the stated maximum trench widths are exceeded, either through accident or otherwise, and if the Engineer determines that the design loading of the pipe will be exceeded, the Contractor will be required to support the pipe with an improved trench bottom. The expense of such remedial measures shall be entirely the Contractor's own. All trenching operations shall be confined to the width of permanent rights-of-way, permanent easements, and any temporary construction easements. All excavation shall be in strict compliance with the Trench Safety Systems Special Condition of this document. TRENCH BACKF(LL: Trenches which lie outside of existing or future pavement sha(I be backfilled above ihe top of the embedment materia( with Type "C" backfil( material. Excavated materiai used for Type "C" backfill must be mechanicaily compacted unless the Contractor can fumish the Engineer with satisfactory evidence that the P.I. of the excavated material is less than 8. Such evidence shall be a.test report fr�m an independent testing laboratory and must include representative samples of soils in all ir�volved areas, with a map showing the location and depth of the various test holes. If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the test report requirement. See E1-2.3, Type "C" or "D" Backfill, and E2-2.11 Trench BackfiA for additional requirements. When Type "C" backfill material is not suitable, at the direction of the Engineer, Type "B" backfill material shall be used. In general, all backfill material for trenches in existing paved streets shall be in accordance with Figure(s) A, B, C, or D. Sand material specified in Figur,e(s) A-D shall be obtained from an approved source and shall consist of durable particles free of thin or elongated pieces, lumps of clay, soil, loam or vegetable matter and shall meet the following gradation: Size Sieve % Retained #4 0-5 #16 0-20 #50 '0-50 #100 60-95 #200 90-100 (P.I. = 8 or less) TRENCH COMPACTION: All trench backfill shall be placed in lifts per E2-2.9 Backfill. Trenches which lie outside existing or future pavements shatl be compacted to a minimum of 90% Standard Proctor Density (A.S.T.M. D698) by means of tamping only. Trenches which lie under existing or future pavement shall be backfilled per Figure A with 95% Standard Proctor Density by jetting, mechanical tamping, or a combination of inethods. Backfill material to be mechanically tamped must be within +-4% of its optimum moisture content. The top finro (2) feet of sewer line trenches and the top eighteen (18) inches of water line may be rolled in with heavy equipment tires, provided it is placed in lifts appropriate to the materia! being used and the operation can be performed without damage to the installed pipe. The C�ty, at its own expense, will perform trench compaction tests per A.S.T.M. standards on all trench backfill. Any retesting cequired 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 the o��aiss SC-22 � P�Rfi D - SPE�N�L �OND�TMONS o commercial rates as determined� by the City. These soil density tests shall be performed at two (2) foot vertical intervals beginning at a level finro (2) feet above the top of the installed pipe and continuing to the top of the completed backfill at interVals along the trench not to exceed 300 D linear feet. The Contractor will be respohsible for providing access and trench safety system to the level of trench backfill to be tested. No extra compensation will be allowed for exposing the backfi,ll layer to be tested or providing trench safety system for tests conducted by the City. � � �� 'I� I� i� i �� jj .J MEASUREMENT AND PAYMENT: All material, including any and all Type "B" backfill, and labor costs of excavation and backfill will be included in the price bid per linear foot of water and sewer pipe. D-50 PAVEMENT REPAIR (E2-19�: The unit price bid under the appropriate bid item of the� proposal shall cover all cost for providing pavement repair equal to or superior in composition,� thickness, etc., to existing pavement as detailed in the Public Works Department typical sectionsi for Pavement and Trench Repair for Utility Cuts, Figures 1 through 5. �I All required paving cuts shall be made with a concrete saw in a true and straight line on both sides, of the trench, a minimum of twelve (12) inches outside the trench walls. The trench shall be! backfilled and the top nine (9) inches shall be filled with required materials as shown on 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 1Norks 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, at the Iocations in the project where'the trench wall is three (3) feet or less from the lip� of the existing gutter, the Contractor shall be required to remove the existing paving to such gutter.i The pavement repair shall then be made from a minimum distance of twelve (12) inches outside the� trench wall nearest the center of the street to the gutter line. � I The pavement shall be replaced within a maximum of five (5) working days, providing job placementa conditions will permit repaving. If paving conditions are not suitable for repaving, in the opinion of'� the Owner, the repaving shall be done at the earliest possible date. i A ermit must be �obtained from the De artment of Engineering Construction Services Section by� p p the Contractor in conformance with Ordinance No. 3449 and/or Ordinance No. 792 to make utilityj cuts in the street. The Department of Engineering will inspect the paving repair after construction.� This permit requirement may be waived if work is being done under a Performance Bond andi inspected by the Department of Engineering. D-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY: D 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 o� this item govem all trenches for mains, manholes, vaults, service lines, and all other � appurtenances. The design for the trench safety shall be signed and sealed by a Registered� Professional Engineer licensed in Texas. I � � o��a�ss SC-23 � �!l' \ 7 7�0 z ,V�tia�O��I'l�a VO7 \��07 \V STAND'ARDS: The latest version of the U.S. Department of Labor, Occupational�Safety and Health Administration Standards, 29 CFR Part 1926, Sub-Part P- Excavations, are hereby made a part of this specification and shall be the minimum gov�rning requirements for trench safet�. DEFINITIONS: TRENCHES - A trench is referredrto as a narrow excavation made below the surface of the ground in which the depth is greater than the width, where the width measured at the bottom is not greater than fifteen (15) feet. BENCHING SYSTEM - Benching means excavating the sides of a trench to form one or a series of horizontal level or steps, usually with vertical.or near-vertical surfaces between levels. SLOPING SYSTEM - Sloping means excavating�to form sides of awtrench that are inclined away from the excavation. SHIELD SYSTEM - Shields used in trenc�ies are generally referred to as "trench boxes" or "trench shields". Shield means aAstructure that is able to withstand the forces imposed-on it by a cave-in and protect workers viiithin the structure. Shields can be permanent structures or can be designed to be portable and move along as the work progresses. Shields can be ' either pre-manufactured orjob-built in accordance with OSHA standards. r SHORING SYSTEM - Shoring means a structure such as a metal hydraulic, mechanical ortimer system that supports the sides of a trench and which is designed to prevent cave-ins. Shoring systems are generally comprised of cross-braces, vertical rails, (uprights), horizontal rails (wales) and/or she_etir�'g. MEASUREMENT - Trench depth is the vertical measurement from the top of the existing ground to the bottom of,the pipe or structures. The quantity of trench safety systems shall be based on the linear foot amount of trench depth greater than five (5) feet. PAYMENT - Payment shall be full compensation for safety system design, labor, tools, materials, equipment and incidentals necessary for the installation �nd removal of trench safety systems. D-52 SANITARY SEWER MANHOLES: GENERAL: The installation, replacement, and/or rehabilitation of sanitary sewer manholes will be required as shown on the plans, and/or as described in these Special Contract Docum,ents 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 Da°cuments and Specifications, unless amended or superseded by r�c�uirements of this Special Condition. CONCR�TE COLLARS:. Concrete collars will be required on all manholes specified as per Figure 121. WATERTIGHT MANHOLE INSERTS: Watertight gasketed manhole inserts shall be installed in all sanitary sewer manholes. Inserts shall be constructed in accordance with Fort Worth Water Department Standard E100-4 and shall be fitted and installed according °to the manufacturer's recommendations. Stainless Steel manhole inserts shall be required for all o��s�s SC-24 �i �� i P�RT D - SPE�M�A� �ON�I�MONS pipe diameters 18" and greater. LIFT HOLES: All lift holes shall be plugged with a pre-cast concrete plug. The lift hnle shall be� Dsealed on the outside of the manhole with Ram-Nek or an approved equal sealant. The lif hole shall be sealed on the inside of the manhole with quick setting cement grout. DFINAL 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 al` 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 elevatio I shown on the drawings or minimum af 6 inches above grade. �� 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 d�,sign, or equal, with pick slots. Cover$ shall set flush with the rim of the frame and shall have no larger than 1/8 inch gap befinreer� the frame and cover. Bearing surfaces shall be machine finished. Locking manhole lids and frames will be restricted to locations within the 10Uyear floodplain and areas specificall� designated on the plans. Certainteed Ductile Iron Manhole Lids and Frames are acceptable for use where locking lids are ,specified. SHALLOW CONE MANHOLES: Shallow manhole constr'u�tion 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. MANHOLE STEPS: No manhole steps are to be installed on any sanitary sewer manhole. � � EXTERIOR SURFACE COATING: Exterior surfaces of all manholes shall be coated with iwb mop coats of coal tar epoxy, Koppers "Bitumastic Super Service Black" Tnemec "46-45b Heavy Tnemecol," or equal to, a minimum or 14 mils dry film thickness. � � � � � � � MANHOLE JOINT SEALING: All interior and/or exterior joints on concrete manhole section's constructed for the City of Fort Worth Water Department, excluding only the joints using a trapped type performed O-ring rubber gasket shall require Bitumastic joint sealants as p�r Figure M. " � 05/18/99 This sealant shall be pre-formed and trowelable Bitumastic as manufactured by Kent-Se�l, Ram-Nek, E-Z Stick, or equal. The joint sealer shall be supplied in either extruded pipe for�riIi or suitable cross-sectional area or flat-tape and shall be sized as recommended by th�e manufacturer and approved by the Engineer. The joint sealer shall be protected by ia suitable removable wrapper and shall not in any way depend on oxidation, evaporation, or any other chemical action for either its adhesive prope�ties or cohesive strength. The Joi�t sealer shall remain totally flexible without shrinking, hardening, or oxidizing regardless of ttie length of time it is exposed to the elements. The manufacturer shall furnish an affida�it attesting to the successful use of the product as a pre-formed flexible joint sealant on concrete pipe and manhole sections for a period of at least five years. SC-25 Q�ART � � �P��I�L �O�I�ITMONS EXECUTION: INSTALLATION OF JOINT SEALANT: Each grade adjustment ring and manhole frame shall be sealed with the above specified mate�ials. 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 all surface� prior to installing the joint sealant in accordance with the recommendations by, the manufacturer. The pfotective wrapper shall remain on the joint sealant until immediately prior to the placement of the pipe in the trench. After removal of the protective wrapper, the joint sealant shall be kept clean. Install frames and cover over manhole opening with the bottom of the rings resting on Bitumastic joint sealer. Frames and grade rings shall rest on two (2) rows (inside and outside) of Bit�mastic joint sealer. SEALING AND/OR ADJUSTING EXISTING MANHOLES: Excavate (rectangularfull depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole frame and a minimum of 6 inches of the manhole wall keeping the sides of the trench nearly vertical. Remove manhole frame from the manhole structure and observe the condition of the frame and grade rings. Aray frame or grade ring that is not suitable for use as deterKnined by the Engineer shall be replaced. Grade rings that are constructed 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-cas# cer�crete rings, or a pre-cast concrete flattop section will be the only adjustments allowed. °In brick or block manholes, replace the upper portion q,f the manhole to a point 24 inches below the frame. If the walls or cone section below this level are structuralty unsound, notify the Engineer prior to replacement of the grade rings and manhole frame. E3�isting brickwork, if damaged by the Contractor, shall be replaced at the Contractor's expense. Wire brush manhole frame and exposed manhole surfaces to remove dirt and loose debris. Coat exposed manhole surfaces with an approved bonding agent followed by an application of a quick setting hydraulic cement to provide a smooth working surface. If the inside diameter of the manhole is too large to safely support new adjustment rings or frames, a flat top section shall be installed. � Joint surFaces befinreen the frames, adjustment rings, and cone section shall be free of dirt, stones, debris and voids to ensure a watertight seal. Place flexible gasket joint material along the inside and outside edge of each joint, or use trowelable material in lieu of pre- formed gasket material. Position the butt joint of each length of joint material o,n opposite sides of the manhole. No steel shims, wood, stones, or any material not specifically accepted by the Engineer may be used to obtain final surFace elevation of the manhole frame. In 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 finished elevation. Allowances for the compression of the joinf material shall be made to assure a proper final g�rade elevation. � o��a�s SC-26 �i � � � P�Rfi � � SPE�M�AL �ON��fiIONS j EXPOSED EXTERIOR SURFACES: All exposed exterior surfaces shall be coated with two mo� coats of coal tar epoxy. Kopper "Bitumastic Super Service Biack"; Tnemec "46-450 Heav�r Tnemecol", or equal, to a minimum of 14 mils dry film thickness. The exterior surface of all pre-cast section joints shall be thoroughly cleaned with a wire brus � and then waterproofed with a 1/2-inch thick coat of trowelable bitumastic joint sealant frorn 6-inches below to 6-inches above the joint. The coated joint shall then be wrapped with 6 m,il plastic to protect the sealant from damage during backfilling. � MEASUREMENT AND PAYMENT: The price bid for new manhole installations shall include �II � labor, equipment, and materials necessary for construction of the manhole �including, but n_ t limited to, joint sealing, lift hole sealing and exterior surface coating and pavement repair. �� J The price` bid' for reconstruction of existing manholes shall include all labor equipment an � materials necessary for construction of new manhole, including, but not limited to, excavation, backfill, disposal of materials, joint� sealing, lift hole sealing, exterior surface coating and pavement repair. The price bid for adjusting and/or sealing of existing manholes shall include all labor, equipmerlt J and materials necessary for adjusting and/or sealing the manhole, including but not limited th, joint sealing, lifthole sealing, and exterior surface coating. �I I � � � � � ' ' � �'� Payment for concrete collars will be made per each. Payment for manhole inserts will be macf� per each. D-53 SANITARY SEWER SERVICES: Any reconnection, relocation, re-routes, replacement, �r new sanitary sewer service shall be required as shown on the plans, and/or as described in the e Special Contact Documents in addition to those located in the field and identified by the Engine�r as active sewer taps. The service connections shall be constructed by the Contractor utilizing standard factory manufactured tees. City approved factory manufactured saddle taps may be used, but only as directed by the Engineer. The decision to use saddle taps as opposed to tees shall be made on a case by case basis. The Contractor shall-be responsible for coordinating the schedulirtg of tapping crews with building owners and the Engineer in order that the work be performed in an expeditious manner. A minimum of 24 hours advance notice shall be given wh�n taps will be required. Severed service connections shall be maintained as specified in section C6-6.15. SEWER SERVICE RECONNECTION: When sewer service reconnection is called for the Contractor shall vertically adjust the existing sewer service line as required for reconnection and furnish a new tap. The fittings used for vertical adjustment shall consist of � maximum bend of 45 degrees. The tap shall be located so as to line up with the service line and avoid ariy horizontal adjustment. For open cut applications, all sanitary sewer service line� shall �e 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 Service Replacem�nt shall be adhered to for the installation of any sewer senrice line includirtg the incidental four (4) feet of service line which is included in the price bid for Sanitary Sew�r Taps. Payment for work such as backfill, saddles, tees, fittings incidental four (4) feet of serviae line and all other associated appurtenances required shall .be included in the price bid fbr Sanitary Sewer Taps. o��a�s SG27 J P�A�fi � - SPE�IA�. �ON�MTIOI�S SEWER SERVICE REPLACEMENT: All building sewer services encounte�ed during constructidn shall be adjusted and/or replaced by the Contractor as.directed by the Engineer as required for the connection of the sew:er service line. If the sewer service line is in such condition or adjustment necessitates the replacement of the sewer service line, all work shall be performed by a licensed plumber. The length of the replacement shall be determined by the Engineer. All sewer services shall be installed� at a minimum of two (2) percent.,slope or as approved by the Engineer. Connection to the existing sewer service line shall be made with 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 price bid for sanitary sewer service taps. D-54 NOT USED D-55 R�MOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES: Any removal, salvaging and/or'abandonment of existing facilities will necessarily be required as shown on the plans, and/or described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. This work shall be done in accordance with Section E2-1.5 Salvaging of Material and EZ-2.7 Removing Pipe, of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. A. SALVAGE OF EXISTING WATER METER AND METER BOX: Existing water meter and meter box shall be removed and returned to the Water Department warehouse by the Contractor in• accordance with Section E2-1.5 Salvaging of Materials. SALVAGE OF EXISTING WATEf�� METER AND CONCRETE VAULT LID: Existing water meter and concrete vault lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials., The concrete vault shall be demolishe'd in place°to a point not less than 18 inches below final grade. The concrete vault shall then be backfilled and compacted in accordance with backfill ifiethod as specified in Section E2-2.9 Backfill. Backfill material shall be° suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. , C. SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The void shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. D. SALVAGE OF EXISTING GATE VALVE: Existing gate valve and valve box and lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The void area caused by the valve removal shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable� excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. If the valve o��aiss SC-28 '� � �� L'_■ ILl �� '� � ,� � � � � I� ��I �l �■ � � � � � � � � � H � � I. � � � P�4Rfi � - SPE�I�A� �OI��NfiIONS is in a concrete vault, the vault shall be demolished in place to a point no less than 18" below final grade. • E. ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve and box lid shall be abandoned by first closing the valve to the fully closed position and demdrlishing the valve box in place to a point not less than 18 inches below final grade. Concrete shall then be used as� backfill material to mafch existing grade. I ABANDONMENT OF EXISTING VAULTS: Vaults to be demolished in place shall have top slab` and lid removed and vault walls demolished to a point not less than 18" below final grade. The' void area caused shall then be backfilled and compacted in accordance with backfill method as� specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with the existing surrounding grade. ABANDONMENT OF MANHOLES: Manholes to be abandoned in lace shall have all pipes p entering or exiting the structure plugged with lean concrete. Manhole top or cone section shal� be removed to the top of the full barrel diameter section, or to point not less than 18 inches below final grade. The structure shall then be backfilled and compacted in accordance with� backfill method as specified in Section E2-2.9 Backfill. Backfill material may be either clean washed sand of clean, suitable excavated material approved by the Engineer. Surface restoration shall be compatible with surrounding service surface. Payment for work involved i backfilling, plugging of pipe(s) and all other appurtenances required, shall be included in th appropriate bid item - Abandon Existing Sewer Manhole. REMOVAL OF MANHOLES: Manholes, to be removed shall have all pipes entering or exitin $I the structure disconnected. The complete manhole, including top or cone section, all full barreJl diameter section, and base section sha�l be removed. The excavation shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be with Type C Backfill or Type B Backfill, as approved by the Engineer�. Surface restoration shall be compatible with surrounding surface. i . . ; � � �..� ,a CUTTING AND PLUGGING EXISTING�MAINS: At various locations on this project, it m��"'� required to cut, plug, and block existing water mains/services or sanitary sewer mains/service� in order to abandon these lines. Cutting and plugging existing mains and/or services shall be considered as incidental and all costs incurred will be considered to be included in the linear foqt bid price of the pipe, unless separate trenching is required. , �� J. REI�IOVAL OF EXISTING PIPE: Whsre removal of the existing pipe is required, it shall be th� Contractor's responsibility to properl;i dispose of all removed pipe. All removed valves, fire hydrants and meter boxes shall be c.�elivered to Water Department Field Operation, Storage Yard. I PAYMENT: Payment for all work and material involved in salvaging, abandoning and/or removin�g �existing facilities shall be included in the linear foot bid price of the pipe, except as follows: ' separate payment will be made for removal of all fire hydrants, gate valves, 16 inch and larger, and sanitary sewer manholes, regardless of location. �Payment will be made for salvaging, abandoning and/or removing all other existing faciliti�s when said facility is not being replaced in the same trench (i.e., when removal requires �a � 05/18i99 SC-29 J P.ARfi � = SP��IAL �OI��MTIONS 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 installed directly abov� non-metallic water and sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured by Allen Systems, Inc. or approved equal, and shall consist of a minimum thickness 0.35 mils solid aluminum foil encased in a protective inert plastic jacket that is impervious to, all known alkalis, 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 minimum unit weight of 2'/2 pounds/1 inch/100'. The tape shall be color coded and imprinted with the message as follows: Tvpe of Utilit� Color Code Leqends V1/ater Sewer Safety Blue Safety Green Caution! Buried Water Line Below Caution! Buried Sewer Line Below Installation of detectable tapes shall be per manufacturer's recommendations and shall be as close to the grade as is practical for optimum protection aqd detectability. Allow a minimum of 18 inches befinreen the tape and the pipe. Payment for work such as backfill, bedding, blocking, detectable tapes, and all otlier associated appurtenances required shall be included in the unit price bid for the appropriate bid item(s). D-57 PIPE CLEANING: Joints shall be wiped 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 Conditions, 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 f�rst paragraph, lines five (5) and six (6), change the phrase "take all, such other precautionary measures" to "take all reasonable necessary measures". D-59 DISPOSAL OF SPOIUFILL MATERIAL: Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of Engineering Department, acting as the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the Contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinances of the City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure that filling is not occurring within a floodplain without a permit. A floodplain permit can b,e issued upon approval of necessary Engineering studies. No fill permit is required if disposal sites are not in a floodplain. Approval of the Contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit, including any necessary Engineering studies, shall be at the Contractor's expense. In the event that the Contractor disposes of spoil/fill material at a site without a fill permit or a letter from the administrator approving the disposal site, upon notification by the Director of Engineering o��s�ss SC-30 D � � D � � � � � � � � `1 '� Q��r � s sQ�� o�v��ror�s Department, Contractor shail remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinances of the City and this section. D-60 MECHANICS AND MATERIALIVIEN'S LIEN: The Contractor shall be required to execute � release of inechanics and materialmen's liens upon receipt of payment. D-61 SUBSTITUTIONS: The specifications for materials set out the minimum standard of qualit� 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 substitutior� for the material which has been specified. Where the term "or equal", or "or approved equal" i� used, it is understood that if a material, product, or piece of equipment bearing the name so use� is fumished, it will be approvable, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City. If a product of any other name is propose� for use, the Engineer's approval thereof must be obtained before the proposed substitute is procured by the Contractor. Where the term "or equal", or "or approved equal" is not used in th� specifications, this does not necessarily exclude alternative items or material or equipment whicf� may accomplish the intended purpose. However, the Contractor shall have the full responsibilitX of proving that the proposed substitution is, in fact, equal, and the Engineer, as the representative of the City, shall be the sole judge'of the acceptability of substitutions. The provisions of this sub� section as related to "substitutions" shall be applicable to all sections of these specifications. D-62 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER A. GENERAL: Prior to the reconstruction, ALL sections of existing sanitary sewer lines to b� abandoned, removed (except where being replaced in the same location), or rehabilitated (pip� enlargement, cured-in-place pipe, fold and form pipe, slip-line, etc.), shall be cleaned, and � television inspection performed to identify any active sewer service taps, other sewer laterals and their Iocation. Work shall consist of fumishing all labor, material, and equipment necessary for the cleaning and inspection of the .sewer lines by means of closed circuit television. Satisfactory precautions shall be taken to protect the sewer lines from damage that might b� inflicted by the improper use of cleaning equipment. 1 HIGH VELOCITYJET (HYDROCLEANING) EQUIPMENT: The high-velocity sewerline cleanin,g equipment shall be constructed for easy and safe operation. The equipment shall also ha�%e a selection of two or more high-velocity nozzles. The nozzles shall be capable of producing a scouring action from 15 to 45 degrees in all size lines designated to be cleane�. Equipment shall also include a higYi-velocity gun for washing and scouring manhole walls and floo�. The gun shall be capable of producing flows from a fine spray to a solid stream. The equipment shall carry its own water tank, auxiliary engines, pumps, and hydraulical�� driven hose reel. � ] Hydraulically Propelled Equipment shall be of a movable dam type and be constructed �n such a way that a portion of the dam may be collapsed at any time during the cleaning operation to protect against flooding of the sewer. The movable dam shall be equal in � diameter around the outer periphery to ensure removal of grease. If sewer cleaning ba�ls or other equipment which cannot be collapsed is used, special precautions to preve�t flooding of the ,sewe�s and public or private property shall be taken. The flow of sewage � present in the sewer lines shall be utilized to provide necessary fluid for hydraulic cleaning devices whenever possible. � o��s�ss SC-31 � �� o - s��M��. �o��r�rMor�s CLEANING PROCEDURES: The designated sewer manholes shall be cleaned using high- velocity jet equipment. The equipment shall be capable of removing dirt, grease, rocks, sand, and other materials and obstructions from the sewer lines and manholes. If cleaning of an entire section cannot be successfully performed from one manhole, the equipment shall be set up on the other manhole and cleaning again attempted. If, again, successful cleaning cannot be performed or equipment fails to traverse the entire manhole section, it will be assumed that a major blockage exists, and the cleaning effort shall be abandoned. When additional quantities of water from fire hydrants is necessary to avoid delay in normal worl�ing procedures, the water shall be conserved and r�ot used unnecessarily. No fire hydrant shall be obstructed in case of a fire in the area served by the hydrant. Before using any water from the City Water Distribution System, the Contractor shall apply for and receive permission from the Water Department. The Contractor shall be responsible for the water meter and related charges for the setup, including the water usage bill. All expenses shall be considered incidental to cleaning. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt, sand, rock, grease, and other solid or semisolid material resulting from the cleaning operation shall be removed at the downstream manhole of the section being cleaned. P�ssing material from manhole section to manhole section, which could cause line stoppages, accumulations of sand in wet wells, or damage_ pumping equipment, shall not be permitted. All solids or semisolid resulting from the cleaning operations shall be removed from the site and disposed of at a site designated by the Engineer,. All materials shall be removed from the site no less often than at the end of each workday and disposed of at no additional cost to the City. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THEREFROM BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS OR SANITARY SEWER MANHOLES. TELEVISION INSPECTION EQUIPMENT: The television camera used forthe inspection shall be one specifically designed and constructed for such inspection. �Lighting for the camera shall be suitable to allow a clear picture of the entire periphery of the pipe. The camera shall be operative in 100% humidity conditions. The camera, television monitor, and other components of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory insp�ction. EXECUTION: TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit prope� documentation of any sewer service taps. In no case will the television camera be pulled at a speed.greater than 30 feet per minute. Manual winches, power winches, TV cable, and powered rewinds or other devices that do not obstruct the c�mera view or interfere with proper documentation shall be used to move the camera through the sewer line. When manually operated winches are used to pull the television camera thcough the line, telephones or other suitable means of communicatiohs shall be set up between the two manholes of the section being inspected to ensure good corllmunications be�nreen members o��aiss S'G32 � �J 7 T�' \� D ~ �7 �V�� V�7 \��O�V of the crew. The importance of accurate distance measurements is em4hasized. All television inspection p video tapes shall have a footage,counter. Measurement for location of sewer service taps' shall be above ground by �means of ineter device. Marking on the cable, or the like, which� would require interpolation for depth of manhole, will not be allowed. Accuracy of the� 0 distance meter shall be checked by use of a walking meter, roll-a-tape, or other suitable' device, and the accuracy shall be satisfactory to the Engineer. Q The City makes no guarantee that all of the sanitary sewers to be entered are clear for th � passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor. The cost of retrieving the Television camera, und'er all D circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. D � � � � � DOCUMENTATION: Television Inspection Logs: Printed location records shall be•kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service taps observed during inspection, In addition, other points of signEficance suc as locations of unusual conditions, roots, storm sewer connections, broken pipe, presenc of scale and corrosion, and other discernible features will be recorded, and a copy of suc records will be supplied to the City. i PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the television picture of problems shall be taken by the Cbntractor upon request of the Engineer, as long as such photographing does not interFere with the Contractor's operations. � I 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 recordin� playback shall be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection an� may be refi�ained a maximum of 30 calendar days. � U � � � . � � 05/18/99 � Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes will be returned to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer. � If the tapes are of such poor quality that the Engineer is unable to evaluate the condition o� the sewer line or to locate service connections, the Contractor shall be required to re-televis � and provide a good tape of the line at no addition I cost to the City. If a good tape cannot be provided of such quality that can be reviewed b� the Engineer, no payment for televising this po�tion shall be made. Also, no payment hall be made for portions of lines no,t televised or portions where manholes cannot be egotiated with the television camera. ' THE TAPES SHALL BE SUBM`ITTED TO THE EI�GINEER 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 ta which sections of the sanitary sewer ar� to be corrected. Tapes will be returned to the Contractor upon completion of review by the Engineer. All costs associated with this work shall be incicf;ental � � SC-33 , i to unit prices bid for items under Q�ART � = SQE�I�AL �O��NTIONS Television inspection of the Proposal. PAYMENTOF CLEANING AND PRE-CONSTRUCTION TELEVISION INSPECTIOIV�OF SANITARY SEWERS: The cost for Pre-Construction Cleaning and Television Inspe�tion of sanitary sewers shall be per linear foot of sewer actually televised. The Contractor shall`provide the Engineer with tapes of a quality that the particular piece of sewer'can be.readily evaluated as to existing sewer conditions and for providing appropriate means for review of the tapes by the Engineer including collection and removal, transportation and disposal of sand and debris from the sewers to a legal dump site. Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. The primary purpose of cleaning is for television inspection and rehabilitation; when a portion of a line is not or cannot be televised or rehabilitated, the cleaning of that portion of line shall be in�cidental and no payment shall be made. The City makes no guarantee that all of the sanitary sewers to be entered are .clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor, and the costs must be included in the bid price forTV Inspections. The cost of retrieving the TV Camera, under all circumstances, when it becomes lodged during inspection, shall be incidental fo TV Inspection. � The item shall also include all costs of installing and maintaining any bypass pum�ing required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. . D-63 VACUUM TESTING OF SANITARY SEWER MANHOLES GENERAL: This item shall govern the vacuum testing of all newly constructed sanitary sewer manholes. B. EXECUTION: TEST PROCEDURE: Manholes shall be tested with all connections in place. Lift holes shall be plugged, and all drop-connections and gas sealing connections shall be installed prior to testing. The sewer lines entering the manhole shall be plugged and braced to prevent the plugs from being drawn into tlie manho��.'`The plugs shall be installed in the lines beyond the drop- connections, gas sealing connections, etc. The test head shall be placed inside the frame at the top of the manhole and inflated in accordance with the manufacturer's recommendations. A vacuum of ten inches of inercury (10"Hg) shall be drawn and the vacuum pump will be turned off. With the valve closed, the level of vacuum shall be read after the required test time. The required test time shall be determined from the Table I below in accordance with ASTM C1244-93: o��s�s SC-34 'J �� u � L� � � �J �� P�ARfi D - SP��I�AL �O�DITIONa Table i Depth of MH. 48-Inch Dia. 60-Inch Dia. 0 to 16' 18' 20' 22' 24' 26' 28' 30' For Each 40 sec. 45 sec. 50 sec. 55 sec. 59 sec. 64 sec. , 69 sec. 74 sec. 5 sec. 52 sec. 59 sec. 65 sec. 72 sec. 78 sec. 85 sec. 91 sec. 98 sec. 6 sec. ACCEPTANCE: The manhole shall be considered acceptable, if the drop in the level of vacuum is less than one-inch of inercury (1" Hg) after the required test time. /�ny manho�e which fails to pass the initial test must be repaired with a suitable material which conforms to the construction material of the manhole. The manhole shall be retested as described above until it has successfully passed the test. , Following completion of a successful test, the manhole shall be restored to its norm I condition, all temporary plugs shall be removed, all braces, equipment, and debris shall ,e 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 t e contract price per each vacuum test. This price shall include all material, labor, equipment, and all incidentals, including all bypass pumping, required to complete the test as specified herein. �. � D-64 BYPASS PUMPING: The Contractor shall bypass the sewage around the section or sections � of sewer to be rehabilitated and/or replaced. The bypass shall be made by plugging existing upstream manhole and pumping the sewage into a downstream manhole or adjacent system or other method as may be approved by the Engineer. The pump and bypass lines shall be of � adequate capacity and size to handle the flow without sewage backup occurring to facilities connected to the sewer. Provisions shall be made at driveways and street crossings to permit safe vehicular. travel without interrupting flow in the bypass system. Under no circumstances will t e Contractor be permitted to discharge sewage into the trenches. Payment shall be incidental�o arehabilitation or replacement of the sewer line. �� I� �!J D-65 POST-CONSTRUCTION TELEVISION IIVSPECTION OF SANITARY SEWER: I A. GENERAL: After construction, ALL sections of sanitary sewer lines shall have a television inspection performed. Work shall consist of furnishing all lapor, 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 forthe inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall � o��a�s � SC-35 P�Rfi � - SP��M�L �ON�IfiIOt�S be operative in 100% humidity conditions. The camera, televisjon monitor, and other components of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection. C. EXECUTION: 1. TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps. In no case will the television camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches, N cable, and powered rewinds or other devices that do nof obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. When manually operated winches are used to pull the television camera through the line, telephones or other suitable means of comr�unications shall be set up between°the two manholes of the section being inspected to ensure good communications between members of the crew. - The importance of accurate distarace measurements is emohasized. All television inspection video tapes shall have a footage counter. Measurement for location"of sewer service taps shall be above ground by means of ineter device. Marking on the cable, or the like, which would require interpolation for depth of manhole, will not be allowed. Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor. The cost or retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. Sanitary sewer mains must �e laced with enough water to fill a�l low pints. The television inspection must be done immediately following the lacing o�fi the main with no water flow. If sewer is active, flow must be restricted to provide a clear image of sewer 6eing inspected. 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service tap observed during inspection. All television logs shall be referenced to stationing as shown on the plans. A copy of these television logs will be supplied to the City. 3. PHOTOGRAPHS: Instant developing, 35 mm, o"r other standard-size photographs of the television picture of problems shall be taken by the Contractor upon request of the Engineer, as long as such photographing does not interfere with the Contractor's operations. 4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection and may be retained a maximum of 30 calendar days. Equipment shall be provided to the City o��a�s SC-36 �� Q�� - s��M��. �orv��fi�o�s � by the Contractor for review of the tapes. Tapes will.be returned to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer. � D � � � � If the taqes are of such poor qualitv that the Enqineer is unable to evaluate the condition ofj the s�wer line or to locate service connections, the Contractor shall be required to re-televisel and provide a qood tape of the line at no additional cost to the Citv. If a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for televising� this portion shall be made. Also, no payment shall be made for portions df lines nofi televised or portions where manholes cannot be negotiated with the television camera. D. PAYMENT OF POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS� The cost for post-construction Television Inspection of sanitary sewers shall be per linear foo� of sewer televised. The Contractor shall provide the Engineer with tapes of a quality that th particular piece of sewer can be readily evaluated as to sewer conditions and for providin appropriate means for review of the tapes by the Engineer. Television inspection shall include necessary cleaning (hydraulic jet�or mechanical cleaner) t I provide video image required for line analysis. The quantity of TV inspection shall be measure� as the total length'of new pipe installed. All cosXs associated with this work shall be included in the appropriate bid item - Post-Construction Television Inspection. � The item shall also include all costs of insta�ling and maintaining any bypass pumping require to provide reliable, regular sewer service to the area residents. All bypass pumping shall b incidental to the project. � J J D-66 SAMPLES AND QUALITY CONTROL TESTING: A. The Contractor shall furnish, at its own expense, certifications by a private laboratory for a,ll materials proposed to be used on the project, including a mix design for arly asphaltic and/dr Portland cement concrete to be used, and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken. The contractor shall provide manufacturer's certifications for all manufactured items to be used in'the project and will bear any expense related thereto. � � B. Tests of the design concrete mix shall be made by the contractor's laboratory at least nine days prior to the placing of concrete using the� same aggregate, cement, and rriortar which are to �e � used later in the concrete. The Contractor shall provide a certified copy of the test results to t'e City. � � C. Quality control testing of in-place material on this project will be perFormecl by the city at its own expense. Any retesting required as a result of failure of the material to meet proje,'ct 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 w�y relieve the contractor of its responsibility to furnish materials and equipment confo�ming to the requirements of the contract. � � D. Not less than 24 hours notice shall be provided to the City by the Contractor for operatio�s requiring testing. The Contractor shall provide access and trench safety system (if required) f,or the site to be tested, and any work effort involved is deefned to be included in the unit price for � � 05/18/99 SC-37 P�RT � s SPE�M�A�. �ON�IfiM0�1� the item being tested. E. The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to�the job site. The ticket shall specify the name of the pit supplying the fill material. D-67 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL: A. DESCRIPTION: This item shall consist of temporary soil erosion sediment antl water pollution control measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at no time be used as a substitute for the permanent control measures unless otherwise directed by the Engineer and they shall not include measures taken by the CONTRACTOR to control conditions created by his construction operations. The temporary measures shall include dikes, dams, berms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, baled-hay retards, dikes, slope drains and other devices. w CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define erodible earth and the authority to Iimit the surface area of erodible-earth material exposed by preparPng right-of- way, clearing and grubbing,,the surFace area of erodible-earth material exposed by excavation, borrow and to direct the CONTRACTOR to provide tempo�ary 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. Tempbrary 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 Eng'ineer will limit the area of preparir�g right-of-way, clearing and grubbing, excavation and borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the finish grading, mulching, seeding, and other such permanent pollution-control measures current in accordance with the accepted schedule. Should seasonal conditions make such limitations unrealistic, temporary soil-erosion- control measures shall be performed as directed by the Engineer. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the°amount of sediment entering streams. When work areas or 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. All waterways shall be cleared as soon as practicable of false work, piling, debris or other obstructions placed during construction operations that are not a part of the finished work. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and reservoirs with fuels, oils, bitumens, calcium chloride or. other harmful materials. He shall conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish. o��s�ss ' SC-38 � � ,I � � � � � � 1 J � i P�4Rfi D - SPE�M�A� �ON�MT�10�15 C. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provi e 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 sh�ill provide ingress and egress to the property being crossed by this construction and adjacent proper�y when construction is not in progress and 'at night. Drives shall be left accessible at night, on weekends, and during holidays. The Contr.actor shall conduct his activities to minimize obstructio�n of access to drives and property during the progress of construction. Notification shall be made �o an owner prior to his driveway being removed and/or rebuilt. D-69 PROTECTION OF TREES, PLANTS AND SOIL: All ,property along and adjacent to th�e Contractors' operations including lawns, yards, shrubs, trees, etc., shall be preserved or restor�d after completion of the work, to a condition equal to or better than e�cisted prior to start of work. � Any trees or other landscape features scarred or damaged by the Contractor's operations shall e restored or replaced at the Contractor's expense. Trimming or pruning to facilitate the w�rk will e permitted only by experienced workmen in an approved manner (No trimming or pruning without t e property owners' cons'ent). Pruned limbs of 1" diameter or larger shall be thoroughly treated as socn �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 ttie Engineer. THe basis for approval by the Engineerwill b� grade restoration to plus minus one-tenth (0.1) of a foqt. D-71 CITY OF FORT WORTH STANDARD PRODUCT LIST: Proposed products submitted in tHe bid documents must appear in the latest "City of Fort Worth Standard Product List, for the bid �o be considered responsive. Products and processes listed in the "City of Fort Worth Standa�d Product List, shall be considered to meet City of Fort 1lVorth minimum technical requirements. � D-72 STATE REVOLVING FUND (SRF) REQUIREMENTS: This project, in addition to standa�d 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 ar�d completed by the contractor. They include: � 1. At the Time of Contract Document'Execution , ED-103-Contractors Act of Assurance ED-104-Resolution � � Work required to �onform to these requirements shall be considered subsidiary and no extra payment will be made. � � The SRF requirements are included in Appendix A. '� � D-73 TOPSOIL, �SODDING AND SEEDING: This item shall be performed in accordance with tHe City of Fort Worth Parks and Community Services Department Specifications for Topsoil, Sodding and Seeding. � 1. TOPSOIL DESCRIPTION: This item will consist of furnishing and placing a minimum of six (6) inches pf � ' o��aiss SC-39 � 7 �7 \� � ~ �7 ��7�1� V��7 \� topsoil, free from rock,and foreign material, in all parkways and medians to the lines and grades as established by the Engineer. CONSTRUCTION METHODS: Topsoil will be secured from' borrow sources as required to supplement material secured from street excavation. All excavated materials from streets which is suitable for topsoil will be used in th�e parkways and medians before any tbpsoil is obtained from a borrow source. Topsoil materia� secured from street excavation shall be stockpile� at locations approved by the Engineer, and at cornpletion of grading and paving operations, topsoil shall be placed on parkway areas so as to provide a minimum six (6) inches of compacted depth of topsoil parkways. 2. SODDING DESCRIPTION: Sodding will consist of furnishing and planting Bermuda, Buffalo or St. Augustine grass in the areas between the curbs ar�d walks, on terraces, in median strips, on embankments or cut slopes, or in such areas as designated on the Drawings and in accordance with the requirements of this Specification. Recommended Buffalo� grass varieties for sodding are Prairie and 609. . MATERIALS: Sod shall consist of live and growing Bermuda, Buffalo or St. Augustine grass secured from sources where the soil is fertile. Sod to be placed during the dormant state of these grasses shall be alive and acceptable. Bermuda and Buffalo grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a finro (2) inch minimum thickness of native soil attached to the roots. St. Augustine�grass sod`shall have a healthy, virile root system of dense, thickly matted roots throughout a one (1) inch minimum thickness of native soil attached to the roots. The sod shall be free from obnoxious weeds or other grasses and shall� not contain any matter deleterious to its growth or which might affect its subsistence or hardiness w.hen transplanted. Sod to be placed befinreen curb and walk,and on te°rraces shall be the same type grass as adjacent grass or existing lawn. Ca`re shall be taken at all times to retain�native soil 0�1 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. x CONSTRUCTION METHODS: After the designated a.reas have been completed to the lines, grades, and cross-sections shown on the Drawings and as provided for in other items of the contract, sodding of the type specified shall be performed in accordance with the requirements hereinafter described. Sodding shall be either "spot" or "block"; ;either Bermuda., Buffalo or St. Augustine grass. a. Spot Sodding Furrows parallel to the curb line or sidewalk lines, 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 app"roximately thr,ee (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 (112) inch below the o�� a�ss S C-40 ,I Q PARfi D - SPE��AL �ON�IfiIO�IS finished rade. Holes of e uivalent de' th and spacing may be used instead of furrows. Thel D 9 q P 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 finrenty-five (25) pounds per square inch' compression. Hand tamping may be required on terraces. � D b. Block Sodding. DAt locations on the Drawings or where directed, sod blocks shall be carefully placed on th prepared areas. The sod shall be so placed that the entire designated area shall be covered, and any voids left in the block sodding shall be filled with additional sod and Dtamped. The entire sodded area shall be rolled and tamped to form a thoroughly compac� � solid mass. SurFaces of block sod, which, in the opinion of the Engineer, may slide due to the height or slope of the surface or nature of the soil, shall,. upon direction of the Engineer, � be pegged with wooden pegs driven through the sod block to the fi�m earth, sufficiently clos� 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 tim� 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 th� Engineer until completion and final acceptance of the project by the City of Fort Worth. � 3. SEEDING . � DESCRIPTION: "Seeding" will consist of preparing ground, providing and planting seed or �a mixture of seed of the kind specified along and across such areas as may be designated on th'e Drawings and in accordance with these Specifications. � MATERIALS: Gen�ral. All seed used must carry a Texas Testing Seed label showing purity and germination, �� name, type of seed, and that the seed meets all requirements of the Texas Seed Law. Se 'd furnished shall be of the previous season's crop and the date of analysis shown on each t�g shall be within nine (9) months of time of delivery to the project. Each variety of seed shall � be furnished and delivered in separate bags or containers. A sample of each variety of seed shall be fumished for analysis and testing when directed by the Engineer. � � � � Oa/18/J9 � SC-41 P��fi � � SPE�MAL �01��11`IONS The specified seed shali equal or exceed the following percentages of Purity and germinatio�: Common Name Common Bermuda Grass Annual Rye Grass Tall Fescue Western Wheatgrass Buffalo Grass Varieties Top Gun Cody Purity 95% 95% 95% 95% 95% 95%• Germination 90% 95% 90% 90% 90% 90% Table 120.2.(2)a. URBAN AREA WARM-SEASON SEEDJNG RATE (Ibs.); Pure Live Seed (PLS) Mixture for Clav or Tiaht Soils Mixture for Sandv Soils Dates (Eastern Sections) (Western Sections) (All Sections) Feb 1 Bermudagrass 40 Buffalograss 80 Bermudagrass 60 to Buffalograss 60 Bermudagrass 20 Buffalograss 40 May 1 Total: 100 Total: 100 Total: 100 Table, 120.2.(2)b TEMPORARY COOL-SEASON SEEDING RATE; (Ib.) Pure Live.Seed (PLS) � Dates '(All Sections) Aug 15 Tall Fescue to Western Wheatg�ass May 1 Annual Rye Total: 50 50 50 100 CONSTRUCTION METHODS: After the designated areas have been completed to the lines, grades, and cross-sections shown on the Drawings and as provided for in other items of this Contract, seeding of the type specified shall be performed in accordance with the requirements hereinafter described. a. Watering. Seeded areas shall be watered as directed by the Engineer so as to prevent washing of the slopes or dislodgment of the seed. b. Finishing. Where applicable, the shoulders, slopes, and. ditches shall be smoothed after seed bed preparation has been completed and shaped to conform to the cross-section previously provided and existing at the time planting operations were begun. BROADCAST SEEDING: The seed or seed mixture in the quantity specified shall be uniformly distributed over the areas shown on the Drawings and where directed. If the sowing of seed is by hand, rather than by mechanical methods, the seed shall be sown in two directions at right Ofl/18/J9 SC-42 J P��tfi � � SPE�M�A�. �ON�ITMOI�S D angles to each other. Seed arid fe�tilizer shall be distributed at the same time provided th specified uniform rate of application for both is obtained. "Finishing" as specified in Section D 46, Construction Methods, is not applicable since no seed bed preparation is required. DDISCED SEEDING: Soil over the area shown on the Drawings as directed to be seeded shall be loosened to a minimum depth of three (3) inches and all �particles in the seed bed shall be reduced to less than one (1) inch in diameter or they .shall be removed. The area shall then b� � finished to line and grade as specified under "Finishing" in Section D-46, Construction Methods�. � The seed, or seed mixture, specified shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand rather than by mechanic�l ' methods, seed shall be raked or harrowed into the soil to a depth of approximately one-eight (1/8) inch. The planted area shall be rolled with a corrugated roller of the "Cultipacker" typ . � All rolling of the slope areas shall be on the contour. ASPHALT MULCH SEEDING: The soil over the area shown on the Drawings, or as directed �,b � . be seeded, shall be loosened to the minimum depth of three (3) inches and all particles in th� 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 Sectior� D-4 , Construction �Methods. � � Water shall then be applied to the cultivated area of the seed bed until a minimum depth of s'x (6) inches is thoroughly moistened. � � After the watering, when the ground has become suf�iciently dry tb be loose and pliable, t e � seed, or seed mixture specified, shall then be planted at the rate required and the applicati n shall be made uniformly. If the sowing of seed is by hand, rather than mechanical methods, t e seed shall be sown in finro directions at right angles to each other. Seed and fertilizer may qe � 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 bf approximately one-quarter (1/4) inch. The planted surface area and givmg a smooth surface � without ruts or tracks. In befinreen the time compacting is �ompleted and the asphalt is applie,d, the planted area shall be watered sufficiently to assure uniform moisture from the surface tq a minimum of six (6) inches in depth. � The application of asphalt shall follow the last watering as rapidly as po'ssible. Asphalt shall �e of the type and grade as shown on the Drawings and shall conform'to the requirements of t e item 300, "Asphalts, Oils and Emulsions". If the type of asphalt to be used is not shown on t�e �Drawings, or if Drawings are not included, then MS-2 shall be used. Applications of the asphalt � shall be at a rate of three-tenths (0.3) gallons per square yard. It shall be applied to the ar'ea in such a manner so that a complete film is obtained and the finished surface shall be � comparatively smooth. ' 1 , RE-SEEDING OF AREAS PLANTED WITH COOL SEASONS SPECIES: Areas where � temporary cool season species have been planted may be replanted beginning February 1 vJ�ith 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 'j to insure that slit-seeding equipment will be able to cut through the turf and achieve adequ�te .� soil penetration. � � 05/18/99 SC-43 � P�14Rfi � � SPE��I� �OI��ITIONS * Slit-seeding, is achieved through the use of an implement which cuts a furrow (slit) in the soil and places the seed in the slit which is then pressed close with a cultipacker wheel. CONSTRUCTION WITHIN PARK AREAS TURF RESTORATION OF PARK AREAS: FERTILIZER DESCRIPTION: "Fertilizer" will,consist of providing and"distributing fertilizer over such areas as �are designated on the Drawings and in accordance with these Specifications. MATERIALS: All fertilizer used shall be delivered in bags or containers clearly labeled showing the analysis. The fertilizer is subject.,to testing by the City of Fort Worth in accordance with the Texas Fertilizer Law. A pelleted or granulated fertilize.r shall be used with an analysis of 16-20-0 or 16-5-8 or having the analysis shown on the Drawings. The figures in the analysis represent the percent of nitrogen, phosphoric acid, and potash nutrients respectively as determined by the methods of the Association of Official Agricultural Chemists. In the event it is necessary to substitute a fertilizer of a different analysis, it shall be a pelleted or granulated fertilizer with a lower conc�ntration. Total amount of nutrients furnished and applied per acre shall equal or exceed that specified for each nutrient. CONSTRUCTION METHODS: �When an item for fertilizer is included in the Drawings and proposal, pelleted or granulated fertilizer shall be applied uniformly over the �re�-specified to be fertilized and in the manner directed for the particular item of work. Fertilizer shall be dry and in,good physical condition. Fertilizer that is powdered to caked will be rejected. Distribution of fertilizer as a particular item of work shall meet the approval of the Engineer. Unless otherwise indicated on the Drawings, fertilizer shall be applied uniformly at the average rate of three hundred (300) pounds per acre for all types of "Sodding" and four hundred (400) pounds per acre for all types of "Seeding". MEASUREMENT: Topsoil secured from borrow sources will be measured by the square yard in place on the project site. Measurement will be made only on„topsoils secured from borrow sources. Acceptable material for "Seeding" will be measured by the linear foot, complete in place. Acceptable material for "Sodding" will be measured by the linear foot, complete in place. Acceptable material for "Fertilizer" shall be subsidiary to the price of sodding or seeding. PAYMENT: All work perFormed as ordered and measured as provided ur�der "Measurement" shall be paid for at the unit price bid for each item of work. Its price shall be full compensation for excavating (except as noted below), loading, hauling, placing and furnishing all labor, equipment, tools,,supplies, and incidentals necessary to complete work. All labor, equipment, tools and incidentals necessary to supply, transport, stockpile and place topsoil or salvage topsoil as specified shall be included in "Se�ding" or "Sodding" bid items and will not be paid for directly. o��a�s SC-44 D ��,�� - sP��,�. �o��r�o�s a � "Spot sodding" or "block' sodding" as the case may be, will be paid for at the contract unit pri e per square yard, complete in place, as provided in the proposal and contract. The contract u it price shall be the total compensation for furnishing and placing all sod; for all rolling ar�d D tamping; for all. watering; for disposal of all surplus �materials; and for all materials, labor, equipment, tools and incidentals necessary to complete the work, all in accordance with th�e Drawings and these Specifications. , � J � � � � �J � 1 J !J J � � �� The work performed and materials furnished and m�asured as provided under "Measurement" shall be paid for at the unit price for "Seeding", or "Sodding", of the type specified, as the case may be, which price shall each be full compensation for fumishing all materials and for performing all operations necessary to complete the work accepted as follows: Fertilizer material and application will not be measured or paid for directly, but is considered subsidiary to Sodding and Seeding. ' D-74 CONFINED SPACE ENTRY PROGRAM: It shall be the responsibility of the contractor to implement and maintain a variable "CONFINED SPACE ENTRY PROGRAM" which must meet OSHA requirements for all its employees and subcontractors at all times during construction. All active sewer manholes, regardless of depth, are defined by OSHA as "permit required confined spaces". Contractors shall submit an acceptable "CONFINED SPACE ENTRY PROGRAM" for all applicable manholes and maintain an active file for these manholes. The cost of complying with this program shall be subsidiary to the pay items involving work in confined spaces. D-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION: Prior to the final inspection being conducted for the project, the contractor shall contact the city inspector in writing when the entire project or a designated portion of the project is substantially complete. The inspector along, with appropriate City staff and the City's consultant shall make �n inspection of the substantially completed work and prepare and submit to the contractor a list of items needing to be completed or corrected. } The contractor shall take immediate steps to rectify the listed deficiencies and notify the owner in writing when all the items have been completed or corrected. Payment for substantial completion inspection as well as final inspection shall be subsidiary to the project price. Contractor shall still be required to address all other deficiencies which are discovered at the time of final inspection. , Final inspection shall be in,conformance.with general condition item "G5-5.18 Final Inspection" of PART C- GENERAL CONDITIONS. � D-76 EXCAVATION NEAR TREES: i The Contractor shall be responsible for taking measures to minimize damage to tree limbs, tr�e trunks, and tree roots at each work site. All such measures shall be considered as incidental work included in the Contract Unit Price bid for applicable pipe or structure installation exce�t for short tunneling/tree augering. � Any and all trees located within the equipment operating area at each work site shall, at the o��siss SC-45 � 7 7�7 \� 7d ~ V7 �V�T"1� VO�7�0��7��0 direction of the Engineer, be protected by erecting a"snow fence" along the drip line or edge of the tree root system between tree and the construction area. Contractor shall inspect each work site in advance and arrange to have any tree limbs pruned that might be damaged by equipment operations. The Engineer shall be notified at least 24 hours prior to any tree trimming work. No trimming work will be permitted within private property without written permission of the Owner. Nothing shall be stored over the tree root system within the drip line area of any tree. Before excavation (off the roadway) within the drip line area of any tree, the earth shall be sawcut for a minimum depth of 2 feet. At designated locations shown on the drawings, the "short tunnel" method using Class 51 D.I. pipe shall be utilized. Except in areas where clearing is allowed, all trees up to 8" in diameter damaged during construction shall be removed and replaced with the same type and diameter tree at the contractor's expense. Contractor shall employ a qualified landscaper for all the work required for tree care to ensure utilization of the best agricultural practices and procedures. Short tunneling shall consist of power augering or hand excavation. The tunnel diameter shall not be larger than 1-1/2 times the outside pipe diameter. Voids remaining after pipe installation shall be pressure grouted. D-77 CONCRETE ENCASEMENT OF SEWER PIPE:"'°Concrete encasement of sewers shall be paid for at the Contract Unit Price per linear foot of concrete encasement as measured in place along the centerline of the pipe,for each pipe diameter indicated. The Contract Unit Price shall include all costs associated with installation and reinforcement of the concrete encasement. D-78 CLAY DAM: Clay dam construction shall be performed in accordance with the Wastewater Clay Dam Construction, figure in the Drawings in these Speci�cations, at locations indicated on the Drawings or as directed by the City. Clay dams shall be keyed into undisturbed soil to make an impervious barrier to reduce groundwater percolation through the� pipeline trench. Construction material shall consist of compacted bentonite clay or 2:27 concrete. Payment for work such as forming, placing and finishing shall be subsidiary to the price bid for pipe installation. D-79 EXPLORATORY EXCAVATION (D-HOLE): The Contractor shall be responsible forverifying the locations of all existing utilities prior to construction, in accordance with item D-22. At locations identified on the drawings, contractor shall conduct an exploratory excavation (D-Hd'ie), 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 ori the plans or as directed by the engineer. Contractor shall'submit a report of finding� (including surveyed elevations of existing conflicting utilities) to the City prior to the start of construction of the entire project. If the contractor determines an existing utility is in conflict with the proposed facility, the contractor shall contact the engineer immediately for appropriate design modifications. o�la�ss S C-46 J � � � J � � ■I � � 80.1 Polyvinyl ChEoride (PVC) Water Pipe: POLYVtNYL Chloride Plastic Water Pipe ar d fittings on this Project shall be in accordance with the material standard contained in tr e General Contract Documents. Payment for work such as backfill, bedding, blockin , detectable tapes and all other associated appurt�nant required, shall be included in tl�e linear foot price bid vf the appropriate BID ITEM(S). � � 80.2 Blocking: Concrete blocking on this Project will necessarily be required as shov�n on the Plans and shall be installed in accordance with the General Contract Documents. �II valves shall have concrete blocking provided for supporting. No separate payment will e made for any of the work involved for the item and all costs incurred will be considered fo be included in the linear foot bid price of the pipe or the bid price of the valve. 80.3 Type of Casing Pipe: 1. WATER: � The casing pipe for open cut and bored or tunneled section shall be AWWA G2�0 Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of E- 15, �1-5 and E1-9 in Material Specifications of General Contract Documents a d "�i Specifications for W,ater Department Projects. The steel casing pipe shall be supplied �s rJ follows: For the inside and outside of casing pipe, coal-tar protective coating in accordance with t Ie � requirements of Sec: 22 and related sections in AW1NA G203. � 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 Gasing Spacers (centering style) such as manufactured by Casca e Waterworks Manufacturing Company or an approved equal shall be used on all no� - � concrete pipes when installed in casing. Installation shall be as recommended by the I manufacturer. � � � o��a�ss � P�A�fi � = SQ��M�AL �ONbMfiMO1�S The contractor shall make the necessary repairs at the exploratory excavation (D-Hole) to obtain a safe and proper driving surface to ensure the safety of the general public and to meet the approv �I of the City inspector. The contractor shall be liable for any and all damages incurred due to tr e exploratory excavation (D=Hole). Payment shall not be made for verification of existing ,utilities per item D-22. Payment f r exploratory excavation (D-Hole), at locations identified on the plans or as directed by the Engine r, shall include full compensation for all materials, excavation, surface restoration, field surveys, a d all incidentals necessary to complete the work, shall be the unit price bid. No payment shall e made for exploratory excavation(s) conducted after construction has begun. � D-80 INSTALLATION OF WATER FACILITIES. 2. SEWER: � Boring used on this project shall be in accordance with the material standard E1-15 ar d Construction standard E2-15 as per Fig. 110 of the General Contract Documents. 3. PAYMENT: Payment for all materials, labor, equipment, excavation, concrete grout, backfill, and SC-47 .. ,�,�-. zP�Rfi D - SQ��IAL �ON�1�`IO�S incidental work shall be included in the unit price bid per foot. 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 exac� location and elev,ation of the existing line tie-ins. And any differences in locations and elevation of existing line tie-ins between the contract d�awings 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 work shall be considered as incidental to construction. Where it is required to shut down existing mains in order to make proposed,connections, such doiivn time shall be coordinated with the Engineer, and all efforts shall be made to keep this down tim'e to a minimum. In case of �hutting `down an existing main, the Contractor shall notify the Manager, Construction Services, Phone 871-7813, at lea�t 48-hours prior to the required shut down' time. The Contractor's attention is directed to Paragraph C5-5.15 INTERRUPTION OF SERVICE, Page C5-5(5), PART C- GENERAL CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS AND GENERAL SPECIFICATIONS. The Contractor shall notify the customer both personally and in writing, as to�the location, time, and schedule of the service interruption. The cost of removing any existing concrete blocking shall be included in the cost of connection. Unless bid separately all cost incurred shall be included in the linear foot price bid for the appropriate pipe size. 80.6 Valve Cut-Ins: It may be necessary to cut-in gate valves to isolate the water main from which the extension and/or replacement is to be connected. This may require closing valves in other lines and putting consumers out of service for that period of time necessary to cut in the new valve; the work must be expedited to the utmost and all such cut-ins must be coordinated with the engineer in charge of inspection. All consumers shall be individually advised prior to the shut�out and advised of the approximate length of time they may be without service. Payment for work such as backfill, bedding, fittings, blocking and all other_associated appurtenants required, shall be included in the price of the appropriate bid items. 80.7 Water Services: The relocation, replacement, or reconnection of water services will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. All service's shall be constructed by the contractor utilizing approved factory manufactured tap saddles (when required) and corporation stops, type K copper water tubing, curb stops with lock wings, meter boxes, and if required approved manufactured senrice branches. All materials used shall be as specified irl 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. 05/18/J9 S (�,-4$ � J J � � � � � � � ��1�[� Id ~ v7QG�i1,/'�L. V�IV1�1 1 I�IV�7 I � All existing 3/4-inch water service lines which are to be replaced shall be replaced with 1-inc � Type K copper, 1-inch diameter tap saddle when required, and 1-inch corporation from th� main line to the meter box. All services which are to be replaced or relocated shall be installed with the service main ta� 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 required as specified in Section C5-5.15 INTERRUPTION OF SERVICE. b All water service meters shall be removed, tagged, and collected by the.contractor for picku� by the Water Department for reconditioning or replacem�nt. After installation of the water service in the proposed location and receipt of a meter from the project inspector th contractor shall install the meter. The meter box shall be reset as necessary to be flush wit� existing ground or as otherwise directed by the Engineer. All such work on the outlet side of the service meter shall be performed by a licensed plumber. WATER SERVICE REPLACEMENTS: Water service replacement or relocation is required r when the existing service is lead or is too shallow to avoid breakage during street ; reconstruction.. The contractor shall replace the existing service line with Type K copp r from the main to°the meter, cur.b stop with lock wings, and corporation stop. � Payment for all work and materials such as backfill, fittings, type K�copper tubing, �urb sto�p � 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 th�e Linear Foot price bid for Copper Service Line #rom 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. a � Payment for all work and materials such as tap saddle (if required), corporation stops, a�d fittings shall be included in the price bid for Service Taps to Main. � WATER SERVICE RECONNECTION: Water service reconnection �is required when the existi � g serviceis copper and at adequate depth to avoid breakage during street reconstruction. T�e contractor shall adjust the existing water service line as required for reconnection and furni h � a new tap with corporation stop. The contractor will be paid for one (1) Service Tap to M�in for each service reconnected plus for any copper service line used in excess of five (5) feet froXn Main to five (5) feet behind the Meter. � WATER SERVICE METER AND METER BOX RELOCATIONS: When the replacement and relocation of a water service and meter �box is required and the location of the� meter ai�d meter box is moved more than twelve (12) inches, as measured from the center line of t�e � existing meter to location to the center line of the proposed meter location, separate payment will be allowed for th�� relocation of service meter and meter box. Centerlin� is defined by a line extended fro the service tap through the meter. Only relocations ma,de � perpendicular to this.. centerlin will be paid for separately. Relocations made along the centertine will be �paid of in fee� of copper service line. I . i � � o��s�s � SC-�9 � I i Q�A�fi D = SPE�M�14� �ONDMT�NOt�S When relocation of service meter and meter box is required, payment for all work and materials such as backfill, fittings, five (5) feet of type K copper service and all materials, labor, and equipment used by and for the licensed plumber shall be included in the price bid for the service meter relocation. All other costs will be included in other appropriate bid item(s). This item will also be used to pay for all service meter and meter box reloc�tions as required by the Engineer when the service line is not being replaced. Adjustment of only the meter box and customer service line within 5 feet distance behind the meterwill not justify separate payment at any time. "Locations with multiple service branches will be paid for as one service meter and meter box relocation. NEW SERVICE: WY�en new services are required the contractor shall install tap saddle (when required), corporation stop, type K copper service line, curb stop„ with lock wings, and meter box. Paymel�t folr �II 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�Lit�e from Main to Meter five (5) feet behind the meter. � Payment for all work and materials such as tap saddle, corporation stops, and fittings shall be included in the price bid for Service Taps to Mains. Payment for all work and materials such as'furnishing and setting new meter box shall be included in the price bid for furnish and set meter box. MULTIPLE SERVICE BRANCHES: When multiple service branches are required the contractor shall,fumish approved factory manufactured branches. Payment for multiple service branches will include furnishing and installing the multiple service branch only and all other cost will be included in other appropriate bid item(s). MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER: Any multiple service lines with taps servicing a single service meter encountered during consfruction shall be replaced with o�e service line that,is applicable f.or the size of the existing service meter and approved by the Engineer. Payment shall be made at the unit bid price in the appropriate bid item(s). 80.8 2-Inch Temporary Service L" ine: The 2-inch temporary service main and 3/4-inch service lines shall be installed to provide temporary water service to all buildings that will necessarily be required to have severed water service during said work. The contractor shall be responsible for coordinating the schedule of the temporary service connections and permanent service reconnections with the building owners and the Engineer in orderthat the work be performed in an expeditious manner. Severed water service must be reconnected within 2 hours of discontinuance of service. A 2-inch tapping saddle and 2-inch corporation stop or 2-inch gate valve with an appropriate fire hydrant adapter fitting shall be required at the temporary service point of conn'ection to the City water supply. The 2-inch temporary service main and 3/4-inch service lines shall be installed in accordance to the attached figures 1, 2 and 3. 2" temporary service line shall be o��s�s SC-50 � � � � 'I J P�4Rfi D - SPE��M�L �ONDNTIONS cleaned and sterilized by using chlorine gas or chlorinated lime (HTH) prior to installation. A two-inch meter will be fumished by the Water Department Meter Shop and installed by th� Contractor at its point of connection to the City water supply for record keeping purpose� only. The out-of-service me�ers shall be removed, tagged and collected by the Contracto� for delivery to the Water Department Meter Shop for reconditioning or replacement. Upori restoring permanent service, the C�ntractor shall re-install the meters at the correct location� The meter box shall be reset as necessary to be flush with the existing ground or a� otherwise directed by the Engineer. I The temporary service layout shall have a minimum available flow rate of 5 GPM at � dynamic pressure of 35 PSI per service tap. This criteria shall be used by the Contractor tci 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 tempora�' Service pipes, 3/4-inch setvice lines and the 2-inch meter shall be moved to the nex;t � successive pro�ect location. . , � Payment for work such as fittings, 3/4-inch service lines, asphalt, barricades, all service connections, removal of temporary services and all other associated appurtenants required, shall be included in the appropriate bid item. ,� 80.9 Adjus`t Manholes, and Vaults (Utility Cut): Contractor will be responsible fo adjusting water Valve boxes, manholes and vautts to match new pavement grade. The unit price bid will be full paymentfor materials including all labor, equipment, tools and incidental:� � necessary to complete the work. � 80.10 Adjust Water Valve Boxes: Contractorwill be responsible for adjusting water valva boxes to match new pavement grade. The water valves themselves will be adjusted, 'f necessary, by City of Fort WoRh Water Department forces. f � Prior to the beginning of work, the Contractor shaCl make an inventory of the condition of existing water valve boxes. The Construction Engineer will field verify this inventory antt provide the Contractor replacements for broken valve boxes. The contractor shall replac� � the valve boxes which are damaged during construction at no cost to the City. , The unit price bid per each will be full compensation for all labor, materia(s, equipment, tools, � and incidentals necessary to complete the work. ' 80.,11 Purging and Sterilization of Water Lines: Before being placed into service III � newly constructed water lines shall be purged and sterilized in accordance with E2-24 of th General Contract Documents and Specifications except as modified herein. The Contract r will furnish all water for INITIAL cleaning and sterilization of water lines. All materials f�� construction of the project, including appropriately sized "pipe cleaning pigs", chlorine ga;s or chlorinated lime (HTH) shall be furnished by the Contractor. Chlorinated lime (HTH) sh�ll be used in sufficient quantities to provide a chlorine residual of fifty (50) PPM. The residu�l � of free chlorine shall be measured after 24 hours and shall not be less than 10 parts p�r 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 � 05/18/99 SC-51 J �T�� \� � ~ V��V�� Vo7 \70��7 \S to disposal. The line may not be placed in service ,until two successive sets of samples, taken 24 hours apart, have met the established standards of purity. Purging and sterilization of the water lines shall be considered as incidental to the project and all costs incurred will be considered to be included in the linear foot bid price of the pipe. 80.12 Work Near Pressure Pl�ne Boundaries: �ontractor shall take note that the water line to be replaced under this contract may cross or may be in close proximity to`an existing pressure plane boundary. Care shall be taken to ensure all "pressure plane" valves installed are installed closed and no cross connections are made befinreen pressure planes 80.13 Water Sample Station: GENERAL: All water sampling station installations will be per attached Figure 34 or as required in large water meter vaults as per Figure 33 unless otherwise directed by the Engineer. The appropriate water sampling station will be furnished to the Co"ntractor 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 the installation of the 3/4-inch type K copper service line will be shall be included in the price bid for copp:er Service Line from Main to Meter. Payment for all work and�materials necessary for the installation tap saddle (if required), corporation stops, and fittings shall be included in the price bid for 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 w�ich are required to provide a comple#e and functional water sampling station shall be included in the price bid for Water Sample Stations. PAYMENT FOR FIGURE 33 INSTALLATIONS: 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. 80.14 Ductile Iron and Gray Iron Fittings: Reference Part E2 Construction Specifications, Section E2-7 Installing Cast Iron Pipe, fittings, and'Specials, Sub section E2-7.11 Cast Iron Fittings: the first Paragraph shall be revised to read as follows: E2-7.11 DUCTILE-IRON AND GRAY-IRON FITTINGS: All ductile-iron and gray-iron fittings shall be furnished with cement mortar lining as stated in Section E1-7. The price bid per ton of fittings shall be payment in full for• all fittings, joint accessories, polyethylene wrapping, o��s�ss S C-52 � _:J � �� 1 �� \� � ~ �� 01 ��101 \� ` � horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradl necessary for construction as designed. All ductile-iron and gray-iron fittings, valves and specials shall be wrapped with polyethylene wrapping conforming to Material Specification E1-13 and Constn.iction Specification E2-13, Wrapping shall precede horizontal concrete 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 fo� vales and fittings and no other payments will be allowed. � D-81 SPRINKLING FOR DUST CONTROL: All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall � apply. However, _no direct payment will be made for this item and it shall be considered to this contract. � D-82 DEWATERING: The Contractor shall be responsible for determining the method of dewatering operation for th� � water or sewage flows from the existing mains and groun,d water. The Contractor shall b' responsible for damage of any nature resulting from the dewatering operations. � � � The DISCHARGE from.any dewatering operation shall be conducted as approved by the Engineer. Ground water shall not be discharged into sanitary sewers. Dewatering shall be considered as incidental to a construction and all costs incurred will � 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. Contractor shall n�t leave excavated trench open overnight. Contractor shall fill any trench the same day of,excavatio�h. �j No extra payment shall be allowed for this special condition. J D-84 TREE PRUNING: , � � A. B. � � C. � � � 05/18/99 � REFERENCES: IVational Arborist Association's "Pruning Standards for Shade Trees" ROOT PRUNING EQUIPMENT Vibratory Knife Vermeer V-1550RC Root Pruner NATURAL RESOURCES PROTECTION FENCE Steel "T" = Bar stakes, 6 feet long. Smooth Horse-Wire: 14-1/2 gauge (medium gauge) or 12 gauge (heavy gauge). � Surveyor's Plastic Flagging: "Tundra" weight, International fluorescent orange or red col�r. SC-53 P�ARfi D - SPE�I�AL CO�IDMTIONS � E. Combination Fence: Commercially manufactured combination soil separator fabric on wire mesh backing �s shown on the Drawings. ROOT PRUNING Survey and stake�location of root pruning trenches as shown'on drawings. Using the approved specified equipment, make a cut a minimum of 36 inches deep ih order to minimize damage to the undisturbed root zone. Backfill and compact the trench immediately after trenching. Place a 3-foot wide by 4-inch deep cover of mulch over the trench as required by the Engineer. Within 24 hours, prune flush with ground and backfill any exposed roots due to construction activity. Cover with wood chips of mulch in order to equalize soil temperature and minimize water loss due to evaporation. . Limit any grading work within 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 m�thods, including�stump and ro"'ot 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. D-86 TEST HOLES: The matter of subsurtace exploration to ascertain the nature of the soils, including the amount of rock, if any, through which this pipeline installation is to be made is the responsibility of any and all prospective bidders, and any bidder on this project shall submit his bid under this condition. 1Nhether 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 provided for bidder's information, at the locations shown on the logs of borings in the appendix of this specification, it is expressly declared that neither the City nor the Engineer guarantees the accuracy for the inforrraation or that the material encountered in o��s�ss SC-54 � � � � � � � � � � � � • D 0 D Q � 0� � Q�RT D - SPE�M�A�. �OI��MTIOI�S � � excavations is the same, either in char�cter, location,, or el�vation, as shown on the boring log�. It shall be the responsibility of the bidder to make such subsurface investig,ations as he deertls necessary to determine the nature of the material to be excavated. The Contractor assumes II responsibility for interpretation of these reco�ds and for making and maintaining the requir d excavation and of doing other work affected by the geology of the site. The cost of all rock removal and other associated appurtenances, if required, shall be included 'n the linear foot bid price of the pipe. � o��s�ss SC-55 ■1 � � � � . � � . ADDITIONAL SPECIAL CONDITIONS V � � � � � � � � � � � � � � � � � � � PART DA - ADDITIONAL SPECIAL CONDITIONS DA-1 PIPELINE REHABILITATION CURED-IN-PLACE PIPE (OMITTED) ...:................: .. ASC-3 DA-2 PIPELINE REHABILITATION PIPE EMLARGEMENT SYSTEM ............................. ASC-3 DA-3 PIPELINE REHABILITATION FOLD AND FORM PIPE (OMITTED) .................... ASC-10j DA-4 SLIPLINING (OMITTED) ...............................................:...................................... ASC-10; DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT ....:...� .........:............................. ASC-10 DA-6 SERVICE LINE POINT REPAIF� / CLEANOUT REPAIR (OMITTED) ..�............�.... ASC-1�i I DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION ........... ASC-14,I DA-8 MANHOLE REHABILITATION ITEMS (OMITTED) .............................................. AS�-16 DA-9 SURFACE PREPARATION FOR MANHOLE REHABILITATION (OMITTED) .,,..,.. ASC-16 DA-10 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR (OMITTED) .....:� ASC-16 DA-11 INTERIOR MANHOLE COATING - QUADEX SYSTEM (OMITTED) .................... ASC-16 DA-12 INTERIOR MANHOLE COATING - SPRAYWALL SYSTEM ............................... ASC-16 DA-13 1NTERIOR MANHOLE COATING - R�4VEN LINJNG SYSTEM ......:..................... ASC-19 DA-14 INTERIOR MANHOLE COATINGr- PERMACAST SYSTEM (OMITTED) ............. ASC-21, DA-15 INTERIOR MANHOLE COATING-STRONG-SEAL SYSTEM (OMITTED) ............ ASC-21� DA-16 RIGID FIBERGLASS MANHOLE LINERS (OMITTED) ........................................ ASC-21 DA-17 PVC LINED CONCRETE WALL REGONSTRUCTION (OMITTED) ..................... ASC-22� DA-18 PRESSURE GROUTING (OMITTED;� .................................................................. ASC-22 DA-19 VACUUM TESTING OF REHABILIT�.TED MANHOLES (OMITTED) ................... ASC-22 DA-20 FIBERGLASS MANHOLES (OMITTE,D) ............................................................... ASC-2Z � DA-21 LOCATION AND EXPOSURE OF MnNHOLES AND VALVES (OMITTED) ......... ASC-2� DA-22 REPLACEMENT OF CONCRETE CURB AND GUTTER ..................................... ASC-2� I DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS ............................................. ASC-2� DA-24 REPLACEMENT OF H.M.A.C. PAVC-+MENT AND BASE (OMITTED) ................... ASC-2� o4i�s✓ss ASi�-1 PART DA - ADDITIONAL SPECIAL CO'NDITIONS DA-25 GRADED CRUSHED STONES (OMITTED) ......................................................... ASC-22 DA-26" WEDGE MILLING 2" TO 0" DEPTH 5.0' 1NIDE (OMITTED) ................................. ASC-22 DA-L7 BUTT JOINTS - MILLED (OMITTED) ................................................................... ASC-23 DA-28 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) (OMITTED) ........................... ASC-23 DA-29 REPLACEMENT OF 7" CONCRETE VALLEY GUTT�R ...................................... ASC-23 DA-30 NEW 7" CONCRETE VALLEY GUTTER (OMITTED) ........................................... ASC-23 DA-31' NEW 4" STANDARD WH�ELCHAIR RAMP (OMITTED) ..................................... ASC-23 DA-32 8" PAVEMENT PULVERIZATION (OMITTED) ..................................................... ASC-23 DA-33 REINFORCED CONCRETE PAVEIVIENT OR BASE (UTILITY CUT) (OMITTED) ASC-24 DA-34 RAISED PAV�MEIVT MARKERS (OMITTED) ...................................................... �ASC-24 DA-35 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL (OMITTED) ........... ASG24 DA=36 LOADING, TRANSPORT, AND DISPOSAL OF'CONTAM. SOIL (OMITTED)� ...... �ASG24 DA-37 ROCK RIPRAP - GROUT ='FILTER FABRIC (OMITTED) .......................:................. ASG24 DA-38 CONCRETE PIPE FITINGS AND SPECIALS (OMITTED) .................................... ASC-24 � � C� I 'J L�' ■ � I*l � ��I � L■ 0 �l � � � Ll � 04/16/99 ASC-2 � � 0 [t� u '�J f�! 'J � �� J �i � J � J � J J D �� PART DA - ADDITIONAL SPECIAL CONDITIONS DA=1 PIPELINE REHABILITATION CURED-IN-PLACE PIPE: (OMITTED) DA-2 PIPE ENLARGEMENT SYSTEM: A. GENERAL: � 04/16/99 Description: This specification includes requi�ements to rehabilitate existing sanitary sewers by the pipe enlargement system, herein called Pipe Bursting or Pipe Crushing (Pipe Bursting/Crushing). This system incfudes 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, materi�ls, tools, equipment and incidentals necessary to provide for the complete rehabilitation of deteriorated gravity sewer lines by the Pipe. Bursting/Crushing systems. Approved methods include: the PIM Corporation (PIM System), Piscata Way, New Jersey; McLat Construction (McConnell System for Pipe Crushing), Houston, Texas; and Trenchless Replacement Systems, (TRS System), Calgary, Canada.. Ftefer to Part D- SPECIAL CONDITIONS D-61 SIBSTITUTIONS for information regarding pre-�pproval procedures for alternative processes. 3. Definition: The Pipe Bursting/Crushing syst�m is defined as the reconstruction of gravity �sewer pipe by installing an approved pipe material, by means of one of the pre- approved methods set forth in �ection A.2 of this specification. The process involves the use of a static, hydraulic or'pneumatic hammer "moling" device, suitably sized to break out the old pipe or using �nodified boring "knife" with a flared plug that implodes and crushes the existing sew�'r pipe. Forward progress of the "mole" or the "knife" may be aided by the use of hy'draulic equiprx�ent or other apparatus, as specified in the approved methods. "The re�lacement pipe is either pulled or pushed into the bo're. The method allows for replacePnent of pipe sizes from 8" through 21" and/or upsizing in varying increments up to 21's. This specification is based on the precedent that the Pipe Bursting/Crushing system used has b�en pre-approved by the City of Fort Worth Department of Engineering, arld Fort Worth Water Department. 4. Quality Assurance: The Contractor shall be certified by the �iarticular Pipe Bursting/Crushing system manufacturer that such firm i� a licensed installer of their system. No other Pipe Bursting/Crushing system o�her than those listed in Section A.2. of these � specifications is acceptable. � l a. Personnel directly involved with installing the new pipe shall receive training in the proper methods for joint fusing, handling, and installing the polyethylene pipe. Training shall be perfort�ned by � qua�ified representative as determined by the � pipe manufacturer. � � b. Personnel directly involved'with inst�lling the new pipe shall receive training in the proper methods for join� fusing, handling, and installing the polyethylene pipe. , I AS�-3 '� PA�T DA - ADDITIONAL SPECIAL CONDITIONS Training shall be performed by a qualified representative as determined by the pipe manufacturer. 5 Submittals: Submit for review and acceptance, the following Contractor's Work 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 properties, 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 number of insertion or access pits shall be planned by Contractor and subcnitted in writing prior to excavation for approval by DOE. c. Method of constru�tion� and restoration of existing sewer service connections. This shall include: 1) Detail drawings and written description of the entire construction procedure to install pipe, bypass sewage flow and reconnection of sewer service connections. 2) Working drawings for information only showing sewage flow bypass, and maintenance of trafficr Contractor shall provide for continuous sewerage flow. Dewatering shall be the Contractor's responsibility. 3) Certification of workmen training for installing pipe. 4) Television inspection reports and video tapes made after new pipe it�stallation. � Delivery, Storage, and Handling: a. Transport, handle, and store pipe and fittings as recommended by 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 the Project Manager at the .Contractor's expense, before proceeding further. c. Deliver, store and handle other materials as r�quired to prevent da,mage. B. MATERIALS: 1. Palyethylene Piping Material: The pipe and fitting material shall be high density, extra molecular weight (EHMV1n 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 molecularweight category shall be extra high (250,000 to 1,500,000) as 04/16/99 ASC-4 �i � � � J � ,1 � � � � � � � � � � � PART DA - ADDITIONAL SPECIAL �ONDITIONS per the Gel Permeation Chromatography determination procedure with a typical value of 330,000. � a. The interior of the pipe shall be a light reflective color to facilitate closed circuit television inspection. a. The pipe material shall be•listed by the Plastic Pipe =Institute (PPI) in PPI TR-4. The pipe material sj�all have as hydrostatic design basis of 16Q0 psi at 73 F and 800 p�i at 140 F. b. The manufacturer's certification shall state that the pipe was manufactured from on� specific resin and sh�ll state the resin �sed and its source. All pipe shall be made of virgin material. No rew.or,k, except that obtain�d from the manufacturer's own production of the same formulation, sha(I be used. c. Pipe supplied under this specification shall have a nominal IPS (Iron Pipe Size) outside diameter. The Standard Dimension Ratio (SDR) and minimum pressure ratinca of the pipe shall be SDR 17 - 100 psi. Pipe with a lower SDR ratio and higher pressure rating may be used in lieu of the minimum specified. Tests: The Contractor shallfbe required to send submittals to the City of Fort Worth on, the p�oduction material. , � G a. The pipe manufacturer shall provide certification that samples of the production� product meets these specifications. The certification will state that production� product has been tested�in.�ccordance 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. Certification shall include a stress life curve perASTM D2837 and testing shall have been perFormed in accordance with ASTM D2837. � � c. Rejection: Polyethylene plastic pipe and fittings may be rejected for failure to� meet any of the requirements of this specification. C. SEWER SERVICE CONNECTIONS-: �04/16/99 LJ 1. Sewer Service Connections; �Sewer service connections shall be connecte�f to the neW pipe by mechanical or fusion methods. Once the saddle is secured, a hole shall be� drilled in the pipe the full inside diameter of saddle outlet. 2. Pipe Saddles: Mechanical saddles shall be made of polyethylene pipe compound tha � meets the requirements of ASTM D1248, Class C, have stainless� steel straps an � fasteners, neoprene gasket and backup plate. Mechanical saddles shall be Strap-on� Saddle Type as m�nufactured by Driscopipe or Tapping Saddle manufactured b� ASC-5 � PART DA -=ADDITIONAL SPECIAL CONDITIONS DuPont, or approved equal. Fusion saddles shall be electrofusion branch saddles as manufactured b�l Central Plastics Company, or approved equal. Connection to Existing Service: Connections to the existing sewer service connections �pipe shall be made using flexible couplings. All flexible couplings shall conform to ASTM C425 and shall be as manufactured by Fern�o Joint Sealer" Co., DFW Plastics, 'Inc. or approved equal. Back�ill at service connections shall be cement stabilized sand (2 sacks per cubic yard) to a point 12 inches above the service lateral to trench intersection and shall be in accordance with these specifications. C The Contractor" shall, upon request, permit the Engineer to take elevations on �oth the existing and new portions of the service connection pole to determine final grade and inveit elevations. Elevation changes greater than 0.10 feet from the house lateral piping and shall be reconnected as directed by the Enginee'r. 4. Service Interruptions: Service interruptions to homes shall not exceed 18 hours. PREPARATION: 1. Bypassing Sewage: a. The'Contractor sh�ll bypass the sewag� around the section or sections of sewer to be rehabilitated. The bypass shall be made by plugging existin� upstream manhole and pumping the sewage into a downstr.eam manhole or adjacent system or other method as may be approved by th� Engineer. The pump and bypass lines shall be of adequate capacit� and size to handle the flow without sewage �bac'kup occurring to facilities connected to the sewer. b. The Contractor shall be responsible for continuity of sanitary sewer service to eaCh facility connected to the section of sewer during the execution of the work. If sewage backup occurs and enters buildings, the Contractor shall be responsible for clean-up, repair, property damage costs and claims. Line Obstructions: If pre-installation (TU) inspection reveals an obStrGction in the existing sewer (heavy solids, dropped joints, protruding service taps or collapsed pipe) which will prevent completion of the pipe bursting/crushing process, and cannot be removed by conventional sewer cleaning equipment, then an obstruction removal shall be made by the Contractor, with the approval'of the Engineer. � Sags in Sewer Line: ALL SAGS AND GRADE PROBLEMS IN EXISTING SEWER LINES SHALL BE CORRECTED 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 li�tie segm�nt �nore th�n 3 feet in length which ponds water in the �bsence of �ewage flow. The contractor shall take the necessary oai�s�ss ASC-6 � I�, i,l '� f�J ,� �� 'J 'J �� PART DA - ADDITIONAL SPE�CIAL CONDITIONS � measures to eliminate the �ag 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 invert or by other measures that shall be acceptable to the Engineer, and the City. �, a. Identification of Sags: Sags shall be identified by television inspection in the absence of sewage flow. If available, the Contractor shall be furnished' television tapes from the City identifying the sag location. ��Flow shall be blocked at an upstream manhole and diverted to another sewer line on downstream manhole below the segment of pipe to be inspected. TV� inspection shall be performed in accordance with television inspection of sanitary sewer lines. Video tapes shall be submitted to the Department o�I Engineering for review. . f b. Correction of Sags: Sags shall be corrected by open cut and by adding additionall bedding material to bring the sag back to grade where access is available., For pipe enlargement methods, all sags identified on the pre-construction. video tapes shall be corrected prior to commencing with pipe enlargement. In instances where sags are located under existing structures, the existing� sewer line may be relocated using open cut or boring methods. The+ Department of Engineering shall specifically review potential relocation's and� evaluate the constructability, econor�ics and engineering feasibility prior to construction work. c.. Measurement and Payment: Measurement and payment to correct sags shall be� per linear foot of pipe construction to correct the sag. For pipe bursting' methods, open-cut or bore construction, the a�plicable bid prices in thel proposal section shall apply. D 4. Television Inspection: Inspection of the ,.pipelines shall be performed by experienced4 personnel trained� in locating breaks, obstacles and service connections by closedj circuit color television; Tetevision inspection � shall be in accordance with the, � y specifications contained t�erewith for "Pre- and Post-Construction Televisiorn ,Inspection of.,Sanitary Sewer Lines". � J � ,l E. PIPE ENLARGEMENT SYSTEM AND PIPE �INSTALLATION: � 04/16/99 1. Site Organization: a. Insertion or access pi�s shall be located such that their total number shall be. minimized,and the length of replacement pipe installed in a single pull shall be maximized. b. Existing manholes shall be utilized wherever practical. Manhole inverts and� bottoms may be removed to permit access for installation equipment. ASC-7 � PART DA - ADDITIONAL SPECIAL �CONDITIONS c. Equipment used to perform the work shall be located away from buildings so as not to create a noise impact. Provid� silencers or other devises to reduce mach�ne noise a� needed to meet requirements. Finished Pipe: The installed replacement pipe shall be cbntinuous over the entire length of each pipe segment_from manhole to manhole and shall be free from visual defects such as foreign inclusions, concentrated ridges, discoloration, pitting, varying wall thickness, pipe separation, other deformities. Replacemenf pipe with gashes, nicks, abrasions, or a�y sucf�• physical damage �JVhich may fiave occurred during storage and/or handling, which are larger/deeper than 10% of the wall thi�kness 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 bench�s shall be streamlined and improved for smooth flow. The installed pipe shall meet the leakage requirements of the pressure test specified later. 3. Pipe Jointing: a. Sections of polyethylene replacement pipe shall be assembled and joined on the job site above the ground. Jointing shall be accomplished by the heating and butt-fusion system in strict conformance with the manufacturer's printed instructions. b. The butt-fusion system for pipe jointing shall be carried out in the field by operators with prior experience in fusing polyethylertie 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 tfie 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 the site in appropriate working lengths'hear the insertion pit. The maximum length of continuous replacement pipe which shall be assembled above ground and pulled on the job site at any one time shall be 600 linear feet. c. For situations where the replacement pipe is not pulled all the way to the manhole or if it is impossible to pull the �nissle all the way �hrough, 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. 4. New Pipe Installation: a. Thread wihch cable or chain and associated lines through ksewer section to be rehabilitated. Keep lines away from pedestri�n and" vehicular traffic. b. Existing manholes may be used for launch and receiving access. Remove manhole invert and bottom as required. Pull winch cfiain through sewer section and attach to cutter and machine head. Lower into launching oai�siss ASC-8 � �� a. After the new pip� has been installed in the entire length of the sewer section, � anchor the pipe at manholes. The new pipe shall protrude in the manholesi for enough distance to allow sealing �nd trim�ning. � D b. Sealing the new pipe `at manholes shall not'begin for a minimum of ten (10) hours� � after installation. Provide a`flexibl�e'gasket conne�to�`�e manhole wall at� the end of the new pipe, centered in the existing manhole wall. Grout flexible i'� connector in the manhole, filling all voids the full thickness of the manhole; �J wall. � � � J � � � ■I � J PART �DA - ADbITIONAL SPECIAL CONDITIONS •manhole, apply winch tension pulling tlie cutter and head into the sewer until the rear of the rriachine is "flush with the �manhole wall. Attach steel starter pipe and advance assembly until the rear of the steel starter pipe is flush with the manhole wall. Lower hydraulic jack into the manhole and align. Insert new pipe by simultaneous operation of the jack and winching the cutter and head forward. Anchorirlg New Pipe and Sealing Manholes: c. Restore manhole bottom and invert. 6. Field Testing: � a. Low Pressure Air Test of Re lacement Pi e: After a manhole-to-manhol� P p section of sanitary sewer main has been pipe burst/crushed and prior to any service lin�s being connected to the replacement pipe, the pipe shall be � plugged at each manhole with pneumatic plugs. The design of the plugs shall be such that they will hold against the test pressure without requiring external blocking or bracing. One of the plugs shall have three air hose connections� one fior the inflation of the plug, one for reading the air pressure in the seale� lin�, and one for introducing air into the sealed line. Low pressure air shal ther� be introduced into the sealed line until the internal air pressure reaches 4.0 psig greater than the average back pressure reswlting from any ground water that may be over the pipe. At least two minutes shall elapse to allow th� pressure to stabilize. The time required for the internal pressure to decrease �from 3.5 to 2.5 psig greater than the average back pressure resulting from any ground water that may be over the pipe, shall not be less than the time shown for a given pipe diameter in the following table: Car�ier Pipe Diameter (inches) 8 10 12 15 Minimum Elapsed Time (minutes) 4 5 6 � I 04/16/99 J ASC-9 � P�RT DA - ADDITIONAL �SPECIA�. CONDITIO�IVS b. Post-Construction Television Inspection of New Pipe: Refer to Special Condition for Post-Construction Television Inspection-of Sanitary Sewer. F. 'MEASUREMENT AN`D PAYMENT: i. Pipe Installation: Pipe installation will be measured for payment by the linear foot of pipe actually installed in the various diameters of s,ewers measured along;the centerline of the sewer from centerline to centerline of manholes. Payment will be made for the quantities measured at the unit price per linear foot for the various 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 me�sured at the unit price per each listed. Payment shall include required excavation and backfill, -saddles, flexible connections, and all other .incidentals necessary to successfully reconnect sewer service lines to the �ehabilitated sewer. Payment shall not includ� pavement replacement, which if required, shall be paid separately. . 3. Sewer Cleaning by Bucket Machine: Heavy cleaning requiring more than hydraulic jet cleaning shall be p�rformed by bucket machines. The payment for such cleaning � shall be�nc�uded in the bid item for Pre-Construction Television Insp�ction 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 tq pipe enlargement. 5. Subsidiary Work: Any damage to utilities and property, resulting repairs, temporary service costs, etc. shall be borne by Contracto�. Repair and/or replacement of fences, sprinkler system piping and other Such restoration work resulting from Contractor activ,ities shall be considered subsidiary to the cost of the project and no additional payment will be allowed. 6. Testing: All cost for testing the replacement pipe by a pressure method will be incidental to pipe installation. DA-3 FOLD AND FORM PIPE: (OMITTED) DA-4 SLIPLINING: (OMITTED) DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT: A. GENERAL: ' 1. Furnish materials and necessary.accessories, with strengths, thickness, coatings, and fittings indicated, specified and/or necessary to complete the work. o4i�r�ss � � y � ASC-10 � � � �� L�i L, � PART•DA - ADDITIONAL SPECIAL C�7NDITIONS 2. All excavation shall provide an open area conforming to the outside diameter of th� casing and/or carrier conduit. Ttie excavation shall be to an alignment and grad� which will allow the carrier conduit to be installed to proper line and grade as show�n on the Plans and as es�ablished in the Specifications. � 3. Work �hall be performed in accordance with the requirements of the City of Fort Wortli Water Department, the Texas Department of Transportation, or railroad company, a applicable. A. MATERIALS: 1. Casing Pipe: Casing pipe shall be steel conforming to ANSI 636.10 and the following; � a. Field Strength: 35,000 psi minimum. � D 0 � D � Q A. � � a � � �� J 04/16/99 2 3 4. b. c. d. Wall thickness: 0.312 in. minimum (0.5 for railroad crossings). Diameter: As shown on the drawings (minimum size requirements). Joi�its: Continuous circumferential weld in accordance with AWS D1.1. Carrier Pipe in Casing: Carrier pipe shall be as shown on drawings and as specifie�! in the General Contr�ct DocumentS. � � i Sewer Pipe without Casing Pipe: Shall be minimum �lass 51 ductile iron pipe, or as� designated on the plans. � Grout: Grout shall be Portland Cement grout of min. 2000 psi compressive strengtfi at 28 days.. Proportioned not le'ss than 1 cu. ft. of cement to 3 cu. ft. of fine sand with sufficient wa'�er added to provide a free flowing thick slurry. EXECUTION Where sewer pipe is req�ired to �be installed under railroad embankments or undet highways, streets or other facilities in other than open cut, construction shall b� perforrimed in such a manner so as to not interfere with the operation of the railroad, street, highway, or other facility, and so as not to weaken or damage any embankment or structure. During construction operations, barricades and lights to sa�eguard traffic and pedestrians shall be furnished and maintained, until such time as the backfill has been completed and then shall be removed from the site. 2. Pits and Trenches: I a. If the'grade of the pipe at the end is b�low the ground surface, suitable pit� or trenches shall be excavated for the purpose of conducting the. jacking o►� tunneling operations and for placing end joints of the pipe. Wherever enc� trenches are cut in the sides of the embankment or beyond it, such work shall be sheeted securely and braced in a�nanner to prevent earth from caving in. ASC-11 IL�1 PA.RT DA --ADDITIONAL SPECIAL CONDITIONS 0 c. The location of the pit shall meet the approval of th� Engineerw. The pits of trenches��xcavated to facilitate these operations shall b� backfilled immediately afterthe casing and carrier pipe installation has been completed. 3. Boring and Jacking Steel Casing Pipe: Steel casing pipe shall be installed by boring hole with the earth auger and simultaneously jacking pipe into place. a. Tl�e� boring shall proceed from a pit provided for the boring equipment and workmen. The holes are to be bored mechanically. The boring shall be done using a pilot hole. By this method an approximate 2-inch hole shall be bored the entire length of the crossing and shall be che'cked for 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 required to lubricate cuttings. Jetting or sluicing will not be permitted. LL� b. In ur�consolidated 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 subsequent removal of cuttings and installation of the pipe immediately thereafter. � c. Allowable variation from the line and grade shall be as specified under paragraph A.2. All voids befinreen bore and ,outside of casing shall be pressure grouted. 4. Installation of Carrier Pipe in Casing: a. Sanitary sewer pipe located within the encasement pipe shall be supported by "skids" or "bands" to prevent the pipe and bells from ,snagging on the inside of the casing, and to keep the installed line fr�m 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 of restricting the movement between the assembled bell and spigot where applicable shall be provided. d. At all bored, jacked, or tunneled installations, the annular space between the carrier pipe and casing shall be filled with grout. Care must be taken that not o4i�siss ASC-12 � � J D � � � � � PART DA - ADDITIONAL,:SPECIAL CONDITIONS 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 and specified by the Engineer. e. Closure of the casing after the pipe has been installed shall be plugged at the ends of the �asing as shown on the drawings or as required by the Engineer. 5. Boring and Jacking Ductile' Iro� Pipe without Casing Pipe: ` a. �b. c. As indicated on drawings and as required and directed by the Engineer sewer shall be constructe of bore and jacked ductile iron pipe. When a casing pipe is not designated' on the drawings, the contractor shall provide a casing pipe if necessary to acfiieve 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. Bore and jack in accordance with paragraph C.3. above. d. Short length of sewer consisting of a single pipe section may be installed by jacking without a bore hole if permitted by tMe Engineer and in soft soil layer. All voids outside of installed pipe shall be pressure �routed. 6. Tunneling: Where the characteristics of the soil; the�size of the proposed pipe, or the use �-9 of monolithic sewer would make the use of tunneling more satisfactory than jacking � or boring, or when shown on the plans, a tunneling method may be used, with the approval of the Engineer or railroad/highway officials. � � J J �] � � � �04/16/99 � a. When tunneling is permitted, the lining of the tunnel shall be of suffi�ient strength of support the overburden. The Contractor shall submit the proposed liner method to`the Engineer for approval. The tunnel liner design shall bear� the seal of a licensed professional engineer in the State of Texas. Approval� by the Engineer shall not relieve the Contractor of the responsibility�for the� adequacy of the liner method. � �•', c. The space between the tunnel liner and the limits of° excavation shall be� pressure grouted or mud jacked. � Access holes for placing concrete shall be space at maximum intervals of 10, feet. MEASUREMENT AND PAYMENT: Installation of pipe by other than open cut will be� measured by the linear foot of pipe, complete in place. Such measurement will be made between the erids of the pipe along the central axis as installed. The work performed and "materials furnished as prescribed by this� item will be° paid for at the Cor�tract Unit Price bid per linear foot for Pipe Installed by Other Than Open Cut of the type, size, and class of pipe; specified as shown on plans. The furnishing of all materials, pipe, liner mate�ials required for' ASC-13 � PART [�A - ADDITIONAL SPECIAL CON�ITIONS installation, for all preparation, hauling and installing of same, and for all labor, tools, equiprnent and incidentals necessar,y to complete the work, including excavation, backfilling a�d disposal of surplus material shall be included in the Coqtract Unit Price �s shown in the Bid Proposal. DA-6 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR: (OMITTED) DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION: A. Q GENERAL: Scope: This section governs all work, materials and'testing required fo� the application of interior,protective coating. Structures designated to received interior coating are listed on the construction drawings. The structures are to be coated, 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 �equired for the completion of protective coating of structures in accordance with manufacturer's recommendations. Manufacturer's Recommendations: Materials and procedures utilized for the lining process shall be in strict accordance with manufacturer's recommendations. 4. Corrosion Prot�ction: Corrosion prptection may be required on all structures where high turbulence or high H2S content is expected. MATERIq.LS: Scope: This sectiora governs the materials required for �ompletion of protective coating of designated structures. 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, .lnc. or a two-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake fille"rs, is manufactured by Raven Lining systems and designated as Raven 405. Specialty Cement (If required for leveling or filling): The specialty cement-based coating material shall be either Quadex QM-1s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. Material Identification: The protective coating material sprayed onto the surface of the structure shall be a urethane or e�oxy resin system formulated for the application to a sanitary sewer environment. The spray system shall exhibit the minimum physical properties as follows: oa��siss ASC-14 �i :_J 2. Preliminary Repairs: DProperty � Standa,rd; Tensile Strength ASTM D-638 � Flexural Stress ASTM D-790 Flexural' Mo�ulus ASTM D-790 iJ � � J � � � !J � � � � � � =J Long Term Value 5,000 psi 10,000 psi 550,000 psi s. 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 minimizej hazard to personnel. It�is the responsibility of the Contractor to provide appropriate� protective'measures to ensure tMat 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 th� Engineer. bnly personnel thoro�aghly familiar with the handling of the coating material shall perform the spray coating operations and coating installations. C. EXECUTION: � I 1. General: Protective coating shall not be installed until t�ie structure•is corriplete and in� place. � 04Hfi/99 � a. All foreign materials shall be removed from the interior of the structure using high , pressure water spray (3500 psi �to 4000 �psi at spray tip). 3. PART DA - ADDITIONAL SPECIAL CONDITIONS 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 for this application. c. After all repairs have been completed, remove all loose material. Protective Coating: u � _ � a. The protective coating shall be applied to the structure from the bottom of the frame��o the bench, down to the top of the trough. The top of the structurej shall also be coated. � b. The protective coating shall be installed in accordance with the manufacturer's� recommendations and the following procedure. � 1) The �urface shall be thoroughly cleaned of all foreign materials and� matter. 2a f�lace covers over the invert to prevent extraneous material from entering�. the sewers. ASG15 � � 0 PART DA - ADDITIONAL SPECIAL CONDITIONS 3) If required for filling or leveling, apply, specialty cement product to provide a smooth surface for the coasting ma�erial. 4) Spray the urethane or epoxy onto �the structure wall and bench/trough to a minimum urtiform thickness of 125 mils (0.125 inches). Thickness to be verifiable through the use of inethods acceptable to the Engineer. After the walls are coated, the wooden bench covers shall be removed. 5) The final applica,tion shall have a minimum of three (3) �ours cure time or be set ha�d to the touch; before being subjected to active flow. 6) No applications shall be made to frozen surfaces or if freezing is expected to occur inside the structure within 24 hours after appli�ation. 4. Testing of Rehabilitated. Manholes: Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with the Section D-63 - VACUUM TESI"JNG OF SANITARY SEWER MANHOLES. D. MEASUREMENT AND PAYMENT,: Payment shall be based on the Contract Unit Price Bid per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment and material testing required to complete the work. Pressure grouting, if necessary to stop active infiltration`prior to application af 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 REMABILITATION. DA-8 MANHOLE REHABILITATION: (OMITTED) DA-9 SURFACE PREPARATION FOR MANHOLE REHABILITATION: (OMITTED) DA-10 INTERtOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM: (OMITTED) DA-11 INTERIOR MANHOLE COATING�- QUADEX S1�STEM: (OMITTED) DA-12 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM: � GENERAL 1. Scope This section governs all work, materials and testing required for the application of interior manhole coating. Manholes designated for interior coating are listed on the Manhole Rehabilitation Schedule. Interior manhole coating shall meet the requirements of this Section or of Section DA-10,. DA-11, DA-13, or DA-14. i� I�� '!l � � � � � � � �+I � � L'1 � C� � oai�siss ASC-16 � Q l,, � �� PART DA •- ADDITIONAL SPECIAL CONDITIONS � 2. Description The Contractor shall be responsible for the furnishing`of all labor, supervision, materials`, equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents. � 3. Manufacturer's Recommendations � ` I Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturer's recommendations. 4. Manholes Manholes to be coated are of brick, block, or concrete construction. All manholes shall D have a minimum of one-half (1/2) inch specialty cement-based coating material (Quadex QM-1s or Reliner MSP� �sprayed or trowelled on coating over the original� interior surface. � !J !1 � � •J � � � � B. MATERIALS � 1. Scope , ' � This section governs the materials required for completion of interior coating of manholes. � 04/16/99 � 3. Interior Coating I The interior coating shall be a proprietary finro component, 100 percent solids, rigid polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc. Specialty Cement 1 The specialty cement-based coating materi �I shall be either Quadex QM-1 s as�, manufactured by Quadex, Inc. or Reliner MSF� as manufactured by Standard Cemen� Materials. 4. Materialldentification � The interior manhole coating material sprayed onto the surface of the manhole shall be a urethane resin system formulated for the application to a sanitary sewer environment, The spray system shall exhibit the physical pr�perties as follows: � Propertv S T V I I Tensile Strength Flexural Stress Flexural Modulus tandard ASTM D-638 ASTM D-790 ASTM D-790 ASC-17 Lonq erm a ue 5,000 psi 10,000 psi 550,000 psi �� PART DA - ADDITION�4L SPECIAL CONDITIONS C. Mixing and Handling � Mixing and handling.of specialty cement material and interior coating material, which may be toxic under certain conditions shall be in accorda�ce with the recommendations of the manufacturer and in such a manner as to minimize hazard to p,ersonnel: It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at �II 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.coatingNinstallations. EXECUTfON 1. General Manhole coating shall not be installed until sealing of manhole frame and grade adjustments, or partial manhole replacement when required for the manhole per the Manhole Rehabilitation Schedule, is complete. 2�. Temperature Normal interior coating operation shall be performed at temperatures of 40°F or greater. No application shall be made �rvhen freezing is expected within 24 hours. 3. Interior Manhole Coating a. d b. 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 matter. Cleaning shall be accomplished by using high pressure water spray (minimum 3500 psi at spray tip), cleaning with muriatic acid, degreaser, or other solvents as needed in order to remove any film or residue on the surface. . 2) Place covers over the invert to prevent extraneous material from entering the sewers. 3) Apply a minimum of one-half (1/2) inch specialty cement product (Quadex QM-1 s or Reliner MSP) smooth surFace for the urethane coating material. o4i�siss ASC-1`8 l�J I�I �� I� � ,� � �� 1 �� '� � � � PART DA - ADDITIONAL �SPECIAL CONDITIONS 4) Spray the urethane onto the man�ole wall and bench/trough with a, minimum thickness of 125 mils (0.125 inches). Thickness to bei veri'fiable through the use of inethods acceptable to the Erigineer. I s) Coat trough area with specialty cement product (Quadex QM-1,s or Reliner MSP). ' 1. Testing of Rehabilitated Manholes a. Testing of reh�bilitated manholes for watertightness shall be performed by the� Contractor after operations are complete in accordance with Section DA-18. � D. MEASUREMENT AND PAYMENT � 'Paym�nt shall be based on the Contract Unit Price per vei�fical foot, measured from the bottoml of the frame to the top of the bench. The Contract Unit Price shall be payment in full fo� performing the work and forfurnishing all labor, supervision, materials, equipment and material testing required to complete the work. Grout'ing, if nece sary, shall be included in the above� unit price. Grouting of the pipe �eals, bench and trou h, and lower �"ortion of a particular� manhole, if required by Manhole Rehabilitation Work Sc edule or required to be �ne by the Engineer, shall be paid for separately at the Contract Unit Price. � DA-13 INTERIOR MA'iVHOLE COATING - RAVEN LINING SYSTEM: A. GENERAL 1. Scope This section governs all work, materials and testing required �or the application of interior manhole coating. Manholes designated for interior coating are listed of the, Manhole Rehabilitation Schedule, listed in Section I. Interior manhole coating shall, meet the requirements of this Section, or of Section DA-10, DA-11, DA-12, or DA-14. 2. Description The Contractor shall be responsible for the furri`ishing of all labor, supervision, materials, equipment, and testing required for the completion of interior coating bf manholes in; a�cordance with the Contract Documents. I � 3. Manufacturer's Re�ommendations Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturer's recommendations. oa��s�ss 4. Manholes ASC-19 PART DA - ADDITIONAL SPECIAL CONDITIONS Manholes to be coated are of brick, block, or concrete construction. All manholes shall have a minimum of one-half (1/2) specialty cement-based coating material (Quadex QM-1 s or Reliner „MSP) sprayed or trowelled on coating over the original interior surface. B. MATERIALS 1. Scope � This section governs the materials required for completion of interior coating of manholes. 2. Interior Coating � Raven Ultra High-Build epoxy Coating, a two-pal-t epoxy resin system using 100% solids based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 405. 3. Specialty Cement . The specialty cement-based coating material shall be either Quadex QM-1 s as manufactured by t�uadex, Inc. or Reliner MSP`as manufactured by Standard Cement Materials. 4. Material identification Contractors will completely identify the types of grout, mortar, sealant, and/or root control chemicals proposed and provide case histories of successful use or defend the choice of grouting materials based on chemical and physical properties, ease of application, and expected performance. These grouting materials shall be compatible with Raven 405 interi�r coating. The corttractor shall be responsible for getting approval from Raven Lining systems and/orthe grout manufacturers for the use�of these grouting � materials. , 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 certifie,�i applicators approved by the manufacturers. C. EXECUTION 1. General 04/16/99 ASC-20 � �� J � � J � � � PART DA - ADDITIONAL SPECIAL CC�NDITIONS � Manhole coating shall not be`performed until sealing of manhole from frame and grade adjustments, partial manhole replacement, manhole grouting or sewer replacement/repairs are complete. 2. Temperatiares Normal interior coating operation shall be perforrr�ed at temperatures of 40°F or greater. No application shall be made when freezing is expected within 24 hours. 3. Interior Manhole Coating a.' Manholes s�hedul�d for interior coatirig are shown on the Manhole Rehabilitatiori Schedule. The interior coating shall be applied `to the manhole' from the bottom of the r�anhole frame to the bench/trough, including the� bench/trough. b. The interior coating shall be installed in accordance with the manufacturer' , recommendations and the following procedure. � 1) The surFace preparation shall comply with the requirements of Section DA7 9, SURFA�E�'PREPARATION FOR MANHOLE RESTORATION. � 2) Apply a minimum of one-half (1/2) ihch specialty cement-�ased produc (Quadex QM-1s or Reliner MSP) smooth. surface for the urethan coating material. � 3) The surface prior to application may be da�np but shall not�have noticeabl free water tlroplets seeping or running water. Material shall be spray applied per manufacture�'s recommendations with a minimum thickness of 125 mils (0.125 inch). � � d) After the walls are coated, the wooden benCh covers shall be removed an� the bench sprayed to the same average and minimum thickness as� required for �he walls. ' �� 5) Tlae f�n�l application shall ha've a minimum of three (3) hours cure time o� be,set hard to the touch, before being subjected to active �low. � � ' 6) No applications shall be made to frozen surfaces or if freezing is expected to occur in side the manhole within 24 hours;.�fter•,,�pplication. � � � � �� 04/16/99 4. Testing of F�ehabilitated Manholes a. After the epoxy liner has set (hard to touch), all visible pinholes shall be repaired;. Repairs shall be made by lightly abrading the surface and brushing the lining material over the area. All blisters and evidence of uneven cover shall be repaired according to the manufacturer's recommendations. Spot check o`f ASG21 � PA�T DA -� ADDITIONAL SPECIAL CO�IDITIONS coating thickness may be made by Owner,'s Representative, and the contractor shall repair these areas as required, at no additional cost to the Owner. b. Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with Section DA-18 - VACUUM TESTING OF REHABILITATED MANHOLES. ❑� MEASUREMENTAND PAYME'NT Payment shall be based on the Contract Unit Price per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment all testing necessary to complete the work. P.aymen4 for grouting of pipe seals, bench and trough and manhole walls shall be based on the Contract Unit Pr'ice for each manhole actually grouted. DA-14 INTERIOR MANHOLE COATING: PERMACAST SYSTEM WITH EPDXY LINER: (OMITTED) . DA-15 INTERIOR MANHOLE COATING=STRONG-SEAL-SYSTEM: (OMITTED) DA-16 RIGID FIBERGLASS MANHOLE LINERS :(OMITTED) DA-17 ,.PVC LINED CONCRETE WALL RECONSTRUCTION: (OMITTED) DA-18 PRESSURE GROUTING: (OMITTED) DA-19 VACUUM TESTING OF REHABILITATED MANHOLES: (OMITTED) DA-20 FIBERGLASS MANHOLES: (OMITTED) DA-21 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES: (OMITTED) DA-22 REPLACEMENT OF CONCRETE CURB AND GUT�'ER: Contractor shall replace all damaged existing curb and gutter, as designated by the Construction Engineer, and replace with standard concrete curb and gutter, laydown curb and gutter, or in like kind, as governed by the standard City Specifications. Pay limits for laydown curb and gutter are as sl�own in Drawing No. S-S5 of the Standard Specifications. Included, and figured subsidiary to this unit price, will be the requi"red excavation into the street to aid in the construction of the curb and gutter. The pay limit will be 9" out from the gutter lip, wi#h same day haul-off of the� removed material to a suitable dump site. The street void shall be filled with H.M.A.C. "Type D" mix and compacted to standard City densities and top soil, if needed, shall be added and leveled to grade behind the curb. Existing improvements within the parkway such as water meters, sprinkler system, etc. damaged during construction shall be replaced with same or better at no cost to the City. 04/16/99 AS�-22 � � � � J � � � � � � � � � � � � !J PART DA - ADDiT1�ONAL SPECIAL CONDITIONS Backfill for curb and gutter shall be completed withir� fourteen (14) calendar days from the day of demolition to date of completion. if the contr'�ctor fails to complete the work within fourteen (14) calendar days, a$100 dollar liquidated damage will be assessed per block per day. The unit ptice bid per linear foot shall b� full compensation for all materials, labor, equipment and incidentals necessary to complete the work. DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS: This item shall include the removal and replacement of existing concrete driveways, due to deterioration or in situations where curb and gutter is replaced to adjust grades to eliminate ponding water with same day haul-off of the removed material to a suitable dump site. For specifications ` governing this item see Item No. 104 "Removing Old Concrete", Item No. 504" Concrete Sidewalk and Driveways". Pay limits for concrete driveway are as shown in Drawing No. S-S5 of the Standard Specifications. The unit price bid per square yard sh�ll be full compensation for all labor, material, equipment, supplies, and incidentals necessary to ct�mplete the work. DA-24 REPLACEMEINT OF H.M.A.C. PAVEMENT AND BASE: (OMITTED) DA-25 GRADED CRUSHED'STONES: (OMITTED) DA-26 WEDGE MILLING 2" TO 0" DEPTH $.0' WIDE: (OMITTED) DA-27 BUTT JOINTS - MILLED: (OMITTED) DA-28 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX): (OMITTED) a DA-29 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER: This item shall include the removal and reconstruction of existing �oncret� valley gutters at locations to be determined in field: Removal of existing concrete valle,y, asphalt pavement, concrete base, curbwand gutter, and ' � necessary excavation io install the concrete valf'ey 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 transitions as shown in the concrete valley gutter details, shall be subsidiary to this Pay Item. � See standard specification Item No. 314, "Concrete Pavement", Item 312 "Hot-Mix Asphaltic i Concrete", Item No. 104, "Removing Old Concrete", Item No. 106, "Unclassified Street Excavation" � Item No. 208 "Flexible Base." Measurement for final quantities of valley gutter will be by the square yard of concrete pavement and the curb and gutter section will be included. Contracto� may substitute 5" non-reinforced (2:27) Concrete Base in lieu of Crushed Stone at no additional cost. See Item 314" Concrete Pavement". �04/16/99 �� m ASC-23 � PART DA - ADDITIONAL SPECIAL CONDITIONS Asphalt base material may be required at times as directed by the Engineer to expedite,the work at locations identified in the field. The concrete shall be designed to achieve a minimum compressive strer�qth 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 tra�c. Work shall be completed on each half within seven (7) cale�dar days. If the contractor fails to complete the work on each hal# within seven (7) calendar days, a$100 dollars liquidated damage will be assessed per each half of valley gutter per day. The unit price bid per square yard for Concrete Valley as shown on the proposal will be full compensation for materials, labor, equipment, tools and incidentals.necessary to complete the work. DA-30 NEW 7" CONCRETE VALLEY GUTTER: (OMITTED) DA-31 NEW 4" STANDARD WHEELCHAIR RAMP: (OMITTED) DA-32 8" PAVEMENT PULVERIZATION: (OMITTED) Contractor shall pulverize the existing pavement to a depth of 8". After pulverization is compl�ted; � contractor shall temporary remove and stdre the 8" deep pulverized material, then cut the base 2" to provide place for the new 2" H.M.A.C. surface. The 2" base cut shall start�at�a depth of 8" from the existing pulverized surface. After the undercu4 operation is completed, contractor shall spread, mix, and compact the pulverized material to a 95% compaction per City's St�ndar� Specifications or as directed by the Engineer in the field. A 5% portland cement shall be used to mix the pulverized material. DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT): (OMITTED) DA-34 RAISED PAVEMENT MARKERS: (OMITTED) �DA-35 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING: �OMITTED) DA-36 LOADING, �RANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL: (OMITTED) � DA-37 ROCK RIPRAP - GROUT - FILTER FABRIC: (OMITTED) DA-38 CONCRETE PIPE FITTINGS AND SPECIALS: (OMITTED) o4i�siss ASC-24 �� 0 � � � � � � � � � � � � � � � ,D.�,�A�,S � , i � � � � , 3 � � � � , , , � � �.=J r� u —�--�—�::� r-� c.__� � o o t� c� o c� c-� �..._ PMS 167 (Copper) ,_ PMS 288 (b��e) , ,; �' QI�O�t � � � . �, i � � 3" �� 3' -1.5" % 3" � , , , ; � f \ � \ � , � 1 2.25" t �, % � — , � , , �__ �j�T_ , , t� T� _ . �. �, � � r �~ � _ ., r,t _:�._ 2.25" 0 � N 4.5" � / � � �� .-�--�� _� 3.75" � .a 0 � , , , , ; ; � , , � . , `�; White ,�;� PMS 2 � 88 (Blue) / . � . �. . , � � __ __ _PR�OJEC�' SIC-N Figure 30 ,� PMS 288 (Blue) . i� i � � � . i , i � ' ' 4'-1.5�� , ;� � I , / , / � / 1 � � , � , . , , , o�z�� Wate� , , , � , �rZds I�rt A ' � ctro� N O � � 4.5" �3" Radius . 3", 3.75" � � . Scate 1 " - y'_ 09/18/96 - E2-1 Constructioh . f D. � .� � � _....__ . . , .. . . D.. . �. � � . . . �. . . . . . . .r.. . I . . D.� .-4 �... ..... . : .�..� �. � : �:�� . .. . . . � . � . � � .� � : �.. I � � . �� .� .�:� �� ; .�. �.��.�. : ��. �.: �� .�� ..�� .�. � . �.� .� .. :.:.�..� . : .� � � : :�. �.� - :� ��. � � :. � ::. . . . -: � . . . . . . . � � . . . � . . . ,,�. . �..t.� . : : . . �!� �_. .. � .. :..��..T:YPIC�... S��TIDN��: .t.. :�.... � - .�� . . � ... -. .��.. ..�►.�� .: �� -� ��.� : : . � . � � �.. � �� .� �oR �� . � � � � �� . �� . �. �� . .. . . . . . . . . . .. . . . . P1�V� .Mi.��l�'A�l� �'�t�NC� f��il� �� ._� � � . . . :� �. . : � �.FOR � � � . . . . .. . � � � . �� UTiL1TY.CUT� _ � � . � . .. �� :��. �.��.�.,�.��- � � STANDARD QRA�YING�� I FIG'S. !----- 6�3 �. � .. � . . . . . ! � � � F1LE NQ. DRAWlNGS C-3226 THRU C-3230 �. . . � � , . . . _ , . . . . . , � � . �� SEPTEMD E R 1982 �� . . � . . �� . � � � � � . � � . �� . . . . � . � � � � . � . . . . . � . . � � � . . . � . - . �{ . � � CITY �F F'ORT ti�ORTN � TRAtiSPOHTATiON � �UgLtC 1�fOtlKf DE�T• • � r�rr��11:K�l7f1,7Q iKi/i=:Q4'� . � � ( � 0 JOINT DEPTH 'COLD' JOINT CONSTRUCTION � � �AVEMENT HICKNESS T=5' � T=6' T=7' n T=B� � � � � . a� � � � I� � � JOINT �DEPTH ( T/4 ) �'/4' 1 %2' � 3/4' ' �r � •� o� W U -N w� c� Q Z N �r � �/q� JILI�.VIVL UVIIV I JGHLHIV I � � �� ' � � SAWED JOINT FACE \ •. i :,•,: �� '��: ;.�' 3�g' DIA. CLOSED CELL EXPANbED : ;:. / :,�; . POLYETHYLENE FOAM BACKE� ROD ..• '••, � .: . ,. .:. ; . FIRST POUR �' SECOND POUR J01NT DETAIL N0.2 SEAL FOR LONGITUDINAL AND TRANSVERSE CONSTRUCTION BUTT JOINT N.T.S. i�4, SILICONE JQINT SEALANT � � �` � �•�� .� ��•�'�.�.� SAWED JOINT FACE .Q •• •,.:, � \ ,• �.� ' 3�g" DIA. CLOSED CELL EXPANDED ~ � :� •'' � ' POLYETHYLENE FOAM BACKE ROD � . ;'� � r :�� ::: � � ; �� ::..: JO(NT DETAIL N0.3 � SEAL FOR SAWED DUMMY JOINT � N.T.S. SILICONE JOaNT SEALANT 3/q � • \ � � � N ' ' ......... ,' , ::. • � '' POLYETHYLENE BOND ~ �'': �\� � BREAkER TAPE _/��•-' ` �'�'� REDW000 EXPANSION #6 SMOOTH � � ;,�: ' ::�,; �� , �:.� . JO�NT FILLER - � � �;;: t �\`E� ''',��.• . -------------------�` ----------- DOWEL SUPPORT BASKET JOfNT DETAIL N0.1 "� SEAL FOR EXPANSION JOlNT N.T.S. SUPPLEMENT TO T&PW FIGURE 1: � WHEN EXISTING CONCRETE IS CUT� SUCH ClJTS SHALL BE MADE WITH A CONCRETE SAW. ALL SAWING SHALL HE SUBSIDIARY TO THE UNIT COST OF THE ITEM FOR WHICH SAWING, IS REOUIRED. JOINT DETAILS NOS. 1� 2& 3 OF THE T&PW PAVING DETAILS SHALL BE APPLICABLE. � t� %� C� L�I C� [� � 0 0 F� �] �I �J [� C� C,� �] C� . . . . , . . � : . � . . � �� ,. . . 0 , c� 1151 t.�sr CO��C CI�SS �� AEIM/O�K(O CONCw�T( . ,. [IISi1M6 COMC � .• � • }r1{ � CU:T(l ►AV(NCM( f"►�V(M�Mi �C►I�CLMCNI ; . . 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' �OTTOM 0► A��H�LT �AV[N[NT. • ' , ' • ' � � /[MCT11�T►OM MV(NlNi 11[/t,AC[NIMT' l, DE[OWa d' ►I�E TO N�TOI AO.uCLNT SLC710MS O!1 - �- _ , •�_ , bPtf�1CAT10M �02� MHfCHEYifI 1� MORt tTR�N�NT. • � �• • �pUM�� p11AD( ��O �AT[ Of I MlAO( /�ND R,�T( pI ' , • �a M�'l1CRT10N-At►NALT A�f1.1CJ1TIM� �T'pM( S. UN IUJ011 MOJECTl,TH[ ►ltOJECTQIqH�II OH DElIOHEfI ,.',• ;"' ._' . I AC �- O 4o ML. t Y. 1� !� 1.�./�.Y. MU�T EV�LU�ITF THE �ULL xwTH oF [XtsT?IQ rEMET11ATi0M ••• • •. � ' MVEMCNT A� TO TNIC![T1C3�� COIORIOM A AlIIITY TO . �• , ..' . • ' = AC �- o)� twl t 7 �- 7� L!J �.T. MI7NCTANO CONiTRUCTIOM lOAOw�. Ir A�►710MIIAT[� TH[ • ' • , � , 1 AC �• 0 I� •aL f,7. D(��[ -CD.�TI if L�A7, R1Ll MIOTH 0! SUlr'ACL �NALL K R[ItOVLd • R[�LACW � � � � � ' ' ' ' � ' •- ' M1TM Ar�ROH1IAT'f TREItTI/[MT TO [XISJIN� LJIfL 011 ' • . ' SUf�l1A0CNATQlIIAL. IN TN�1 [V[NT, 2 0/ N.N.A.C. ' � . . • � . . . CaN EE SU�STITUT(p /0� TN( TH�t[ COU�fC • ' ,• . '• �[N[T1IATIOM �AV[4[MT. . '� . • ' • ' , .� • _ _ . TY�iCA�L�S�C"i"10�i--i'��3G� R��AI� ... .,. TY�'1�� .P�i��TR,�T10�! PAy�tiiEi�lT �liyl�'N SQI . . . � � . � . ' � � � � . . ' cirr � of foRr tno.rrH ' ' . � � . Rf�_.-�-t� . � � , . . . . . - • NEV-II-�-7� . ' � • • TRANSP�JRTATIONf-PUBL�C WURKS nEPuRTMENT . . �Ev•iI_��.�a ' ' ' � File No C-3230 . (,W/NfF/�/Nt O/Y/1IOM . ' • , ' "t°-••�u•rl ' . ' • �f/I.� J . ' �EY: 7•�•�l IC rf.) � 0 � � � � EXISTING STREET ' PA VEMENT � oa�.o�000�.oa�.a.oa�o, oaoa0000aoa00000 TEMPiJRARY PAVEMENT REPAIR SHALL BE HQTQR C�LD MIX ASPHALT, RQLLED 2' MIHIMUM o�a a a�. a a�. o.�o�o ooaooaaoaoaa � � �� ► �� . . / �� ' -. �. , '��/;�/./ij/.��/ . � : a . . . .. . . . . . . , � . lJ a � � � l�; L� I�� 0 L=J � ` a 0 ... . . . -a � � � . , •a� F�L 6' C�t�PA�CTF� - � ' FLDC—BAS£ NATFRIN_ ' � EXIST. BASE � i �, .. .. . . ,, .<. . • ` • — ` . - " : � IXCAVA7ED FSAZ�WA(.. SfiM.L Ci2tSIST . , ' . .; �. � ` � ' ` ff liA7II2��+L FF2�E ff i}igi DR .:• .. ' i: .' :,, ' E7.tI'iGATE� f'��. RflQC� I1Af'S �' � SAND MATERIAL - • '' � ' . ' — � • a-" �' � °R �-�� ^�' ��• ••. ' � _ � � 1�—b� FiNQi��4. ❑R GRHNULAR ' � ' �:: • . .�: , : —' , EMBmMENT - - , . —.. -. � ` . � .�. . . .. •� �Y. . ��` . � �� ,. . ..:� `! _. `: . � ' `' • .` . . . . .. . . r. i . .� .t. : : � ' �' �" . `' � CRuSHm ST�NE � .� : K•. � �� :_r . ; - : ;.. s : • •: � ' .�:1-.� : �. ^ ` � � ,. . 't ..�r� �;�'ti 11'• :" —•� • ' .� '" '? !ti y�' ; � � 'i� y .: „I .. � �. L� ��'. r • r,. ti •.. r• •. r . • � . • _ � IhiCLUDED IN LINEAR F�QT BID PRICE �F PIPE EXCA�/ATIDN, BACKF�ILL AND PAVEMENT REPAIR UNDER EXISTING STREETS � � . CASE 3� EXISTING PAVED STREET T❑ BE REC�NSTRUCTED I , F'IGURE B . CSEWER� ALL S S> <WATER� SIZES 16' & LARGER) ' S'�tEE't' 2 QF 2 • NTS REV� MAY 8, 1996 � � i I L�I � � � � � � � � � � Q �_. . i � /� \ / � . / \ % �/� � � , D ;� � - + � D " ' � `s' ¢ / . �� E' . E�, _ .. � � � — � Q � � � �' �_ � D. �. ��.... r 1 Minimum 2�ows p�efa��; ed bitumastic �oi�t � sea,�it (Ra�,-Nek orapprac �d. .. . equct/�. � . __ . � � '' .Ha.sol�Y.kc Ca.scv-tte c� .s: ��A.S. T..�! C-47d pnerasf :r ':i.i r,c.%�b•-cso'".•�o�,�folc :,r: � s¢cf�o.+s o�' �9�''��, n .P��'•-E-2-/� V's• .. . . ••: � D . . . . . ;:::: .:�- . ,. ;; a . . . �: D � - :4' �<<; � . , . . , `'j G•�oa��r.f' i '„r P,�«��f� :. � � 1 Y� . ,:•� � O•� . �• G� �•�� -.�• �. • • .�' 0.:� � � '�0: .� , �� : � :. . - . . .. Clasrf�l¢a0 !.! � � � � . . . . ._ .. , .. . ' �>.�+�0�! �/S�.n! �.sO� 2f C�cI. cv.�c.-, aQa.! tv .yc.E'�i� !ey lro.� Ilva�.Fi, �; :; �o..IP�,I.A/,we�if CarJtiCeci/e,°d,OiCk . s/ofs a^ pickf.�rs, Ref� E2-l4 r..b -`::;.' . .•';� _ �_ i4-A" � . � �Ya�� es �v�f.� d:..refe� ofP.'.oe t `=.3 i `.�IIN. -� "'I.�• ;;.- •` :� ------- ! r� � "�ti �• „ 1 �Q �'��• �� , • t ° T r'^_ ��T � "'��i�la �, � �� G.�!. I��Y Q�� •.. �i �: �.+.�. �.-- .. :0� `•.:O .;• ; :I�� •��,;y��. �, i � � � t�. . i., •o . %• • • o �. :�r� :'b:�;:•'+I,;,.', .; j,.,;�; .' �'i :•'�:o:: .., .�, . . O +�`J Conc ft � d ".!lIN. � ~� �� .�- E1-14 Material E2-14 Construction .- . � . 1: � .. I �•.,.,+:�' i B+ � '`:i ��r I1�11 _ � '' : :;. —� � _. � ::: �= :;� � - .: :�• i j :r � � � � � i. � ; ;: . `•;; f,, ;�:.t;; t; � ;'• ~� ' i , ,_ �;'' �, L':�%:r-'` ` � � � . :;� T e�c�j ir:;.�'4` � � l'on C c'/L►d/e �o � 6 `.• ¢xfc.td fo � � '' ��c s�ie R' , � � �" -• � - � � .�� ' � i � F/� UI4E M, sr.o.�a�.Qo .��o�.�' �i�i�ac8s� s�fow�� here M.H.'s are in st�reet install two or more courses of Dbrick,or concrete grade rings �tween casting and top of brick �ne, or concreCe s1ab. D 1�" se Cast (ron Pipe to irst Joint Behind imit of Excavation � I _ 14" I / =� � ,fi� m► I � i�� i „ �o . . :.: ��, ►� �L � �_ donc. Col 1 ar 1p� 0 � M Use staridar McKinley, No. A24 AM. or Equa1 M.H. rame =^,d Cover Set in Mort r lnstall M.H, Step: Same as in �tanc�rc M. H.. , tlt��!(11 � Where M.H.'s ace,, bu i 1 t in streets to be paved, M.H. rim to be set to proposed paving•grade - v-• _ c � ;rlltl =j Ul ; It� i �_ 2�� 3�� I . �.i j . . M. . Cas -` � Push-on �°lug� Iron�Tee � ' .,-�.,� � .' � J—�,{ -, � �----., :�Y"� �----i � � I n st a 1 1 Nut s Q � L _`_ C7 i.J � E a� . �o 0 c � � � � .n •(�L L } � � �� ' . �ti� (�_ � �mit of = _xcavat i on—�- 1 pt � J � {! � � Ut (U! � . ll<< lill �s-ust 81 ock to ��end b" In All irections from �side Diameter � P.� pe � � �78 „ �,a:... � .: •.. • •' ..• ' •.. l• Away from M.H. � � O : � Ws�ll on M.J. � ' 4'-0" - � Fitting CQR-�TEN �. :. . • r � : � ..Boits � �-�! f Requ i red �rov i de' ° 4 Stub Extension At . � C;�ncrete _'_' � nd of P.E. in M.N. �' �See � �arJ� � Standard 4' Dia. � , � M: H. Detail � � Figure 1p3 � � �Slope ir'/1' � � . � � . ��• -� � Vert i ca 1 t o. �J� � •�� Pn,i nt of P i p� • • � � $�� I � � � ,' ' � .' .� ' .' .• '` ' °. • � � ;routed Invert Use �+000# Concrete � 1� 4' dia..for sewer . TYPICAL SECTION � • STANDAR�D FOUR �FOOT DR4P p i pe up to 21 i' dia. 5` dia, for sewer p i pe 21 ' to 39'' dia. , A�CCESS MANNOLE � __FiGURE 10� � E 1-14 Material E 2-14 Constru�tion �TE: A• Sta�Qard pipe Fittings shatl be used to f�rm inverts oi junction manholes when possi5le, with installation as tollows; . . 1. Pipe fitting. � � D 2. Pour �manhole iloor to spring line ot titting. ' '3.M8reak out top ot fitting to spring li�e. . 4. Pour remainder of manhole invert to provide vertical invert �vall up to •:�� j/4 point of the larger pipe in�ol�ed, as dFtailed. D5• Steel [rowel iinish inver± oP manhole. B. When spec"ial situations prohibit use ot standard pipe fittings as ab�ve �u:li�,�c, D the invert shall be formed of co�cre[e and ste�l trov�el finished to pr�vi`oe •i:I•,la- functional characteristics to those atTorded by the ab�ve installation. tnver°: thus formed shall be accor�plished to the�Engi�eer's �aci�factio�. � a� � .... _. � . a� �. A , � � �,�-�� . . � - � i � � . / i � �� --- - .�_ , . �{ � �: � J o, I � ' � � � --- � / I� — -- � � . . � � � � � �.1-� � r / . _� . • � . . '. � � i : � . � � ♦ : , � : • � � � . � � `_— � - �..7 � � I � A ' Typical Flan • of M.H. Botton In Junction ManholE4 � � � • o .' f� , I . . �� • .:4.`-:; - — — . o..e - ; ,4 . �.. :'. ' , p ' . b . ' a !� '. . '.:' . • �6 � • 6 ' 4° ' � . O d a 'S '.,.�D,' : ` •f ,� > . i a .•� . • A / . � i.3, : - . . , - •' • • . ' , • , ' . . • • • , Concret�' �.; •,•��,: , .. . �`�. • ..',,. - •: •., .. , , . '� , , . o� a -� .Slab • '.•-,:. • � . ,�'.. . =' ��.�'. '�'- J � Section A-A . .. � JUNCTION MANHOLE BOTTQM ' � M � FIGURE 108 Materi�� Ej-14 � -�$ Construction E2-14 i D � . � � .� � � w. � . . � sr�EEr �l�r � � a -. >- • E j , 0 4.Q t , �a N � '� . � N --- _ _ � ,v. . ; r-� • � �.-, � 8-�4 REBAAS TYP. - ` � M I � M �SE 3a00� CLASS � / � ~ � - � • ,� 3 TYP . � A CONCAETE. ' ' ' � ' . '� • � � ' '� � I /� , / - � -- �, � \ _ �� 1 � � . � � � -� � � � ,, (� � �.1 . �_ - ,`- � .� .� , o . . ... .. t �- � � , �/ Q ` .� , �._` �- � , " � � � • . . A � .�, \,`�/./ � � A � .`'� � . ' `� f j . ,r � i CONG. COLLAA � HEIGHi VARIES� J4" CHAMFER TYP. . y . � PYNr. Ps�r. ,... , � ; 1 • GROGND ., �� ` 2' 27, �v: � . - - - .� �� %cl I �11 %I illtl��1 ,� • � � �� - � _ GRADE RING � , �'� . C.fSE 1 C.tSE 2 '. ' . 6" MINI. ' • � � , � - � RAM NECK • ' � 3 MI.NIMUM c�sE i � . � HEIGNT vaaiES � � COLLAR St1ALL EXTEND TO . TOP Of 2.' 27 CONCRETE SEC T I ON A ' .i , .lREBAR REO. l f• - � . , • , , J . � � J� � � �, ; � CASE 2 . � ' . �3 • • COLLA?4; Sf�ALL EXTENO `3'.BELOIr' . , BOTT:Q�/ OF L OJ✓EST GRAD�' HING " � ' �`�: (REBAR REO. J � � . � � � � FIGURE 121 � . . � , CONCRETE MANHOLE COLLAR. �� D E T A I L ES-20. 21 MATERIAL , �. E2-20.21 CONSTRUCiION 4�� M 5/18/90 . � . �/n�/c� � � Q � � Q Q Q � � � � � p �] C� c� � '� i , Note: Curb and gutter helght and . . • widtl�. to. match exlsting cur.a and gutter. '� � z'-o" � i �t4" � - 1�- 4 I/4�� .�` ,, �.. 6» 6 _ � ^ .1/0' SLUPC� -�— — �. . ,; .:��.: , • � i' . : ,� NORMALLY { I /4" 'I� ,'I`.j �. R ' • , .�L , 3. R '.�'.`�' ..4 f , f J J :""":"n•••f--, .:,;., r:.;.,;_:,��., , - ,�.. , , . ��' . : :' , . ; . �� a .. . ': , f : F�'.: a . :, , . . � . � y .4 , . c�... • �`PAY[J111ii \ � :Q;• •,�.; �•� � � ..i.'Q� , � .. ' •. \ \\ . •r r • � � P • •, �, • � ' • • •, • ti• : i : , � P-� l:' ,: � , . ' ,•'� . . .•�'/�.j �.Q/�ySy, •�" �� i \\� '.a� . � ' .L�: .iy,%'��; i.Y�• .��• , ..' •g • . . . . . . �.. , . • . . . . � . • • • �� , �lyl� �:�: ' STJIDt L1 ZEO SIJBGAAUE . f �//=i/L: /�%i_. �• � !l- /-//L-/'/=/�/_•///1///=-///-=�//.:Y//.c%/%%/�=///c/�%!/l.�//.`/i/.=:///%/J=%/J�:'. - REPLACEMCNT � - . . . SEPAFiATE CUf�B & CUTT�� FOR USE W1TM FL' EXI[3LE TYPE PAVEMENT Q 0 EXCAYATION LIMI7S � 1�2 A SLOPC 1IK' p(R f001 �{fP� -.--'rr. % D � � �� D � U � � � ' � � � �, � �� . � _ 2' � I— ' . , — — — -� ,� 1 COMPACTED �� _ � � 3' MIN. �LAY OR ' 2—SACK CONC. � _ _ _ . �__- � �--v _- - _.- � . . .�- . ., . .. �. :�� _ _ _ _ � � : ��.:�:::�:: . .. � EMBEDMENT � SEWER MAIN CLAY DAM P�OFILE . N.T.S. _� �_,-��- , �'' -� , �''� , - I 1-1 I I �-i I 1= =I I I�, I I 1=� � � =1 I I- i I I I; �; �� , 5 I I ,---.1-. II.---, � � � I� COMPACTED —t � — - — : I= 3' MIN. CLAY OR — , � 2—SACK CONC. I � ; — -� — —; �;I - -� - - - _J I - 6" MIN. BEYOND - �,/ � NORMAL TRENCH � — _ � '— WIDTH AND DEPTH `—_ _ —� � SEWER MAIN CLAY DAM SECTION � . � N.T.S. � � � , � � � � i � . o � wASTEw,� T�R � i CLA Y DAM CONS TRUC TION DA T� FEB. 1995 — - � 13 � PROJFCT. FTW932 � D d D �— D � � � ABANDONED PIPE TO R�MAIN r� .. � . � • � . � � � � � � � ^ �� i • 6' MIN. - CUT PlPE .' �' � -• . REMOVE PIPE •' . .- . .� . � a 'a. .•. . • a . . , :;- . r . � � • ` .� .. � �d. •~�,� � . . �.o. �- • ' 4 _ a 1 . ,-. . \ •� • . 1 /3 C.Y. 1500 psi CONCRETE � PLUG,, DETAIL \ WA S TEWA TER ' PL UG D�ETAIL FOR ; A BA ND ONED PIPE � DA TE.• OCT. 1995 PROJECT.• FTW95148 i Q�� SPECIFICATIONS �, � Q � � . a •. � Q � . D�� D � D D� � � � . � D �� 4 F � Rl�� O � O r s r � � . _ � � � ��4'b.': WATER DEPARTI�ENT 0 � 0 Ai1 materinls, construction methods and procedures used in thi.s project sha11 conform to Sections E1, EZ, nnd EZA of the �ort i�lorth Ffater Uepartment General �ontract flocuments and Genera� Specifications, together with any additional materia� specification(s , construcfion(s} or later revision(s). (See revisions Iisted on this she:t�. Sections E1, E2 and E2A of the� � . Fort ilortfi Nater Ilepartment General Contract Documents and General � Specificatians are hereby made�a part of this cantract documznt by refzrence for ali p�r�oses, tt�e sam� as if tapies verbatim herein, and such Sections ar� fi �ed and kept in tn� offi ce of ti�e Ci ty Secretary of . the Ci ty of . �ort �Iorth as an offi ci al record of the Ci ty of Fort �lortli. , IN[7�X m �1 E'L E2A SECiIO,� E SPcCIFICATIO►�tS JA,iUARY 1 � 191d . MATERIAL SPECI FI CAiIO�tS CO��STRUCTi OH SPE CI FI CATI Qi15 &EhE RAl. RES I�'! QETAI LS Revisions as af Apri1 Z0, �9�3, follow: a E1-1,4 Backfill: (Correct minimum canpaction requirement to 95p Procter density nnd correct P.I . val ues as fol l ows :)- � . c. • Addi tional backfi 11 requi rements when approved for use i n streets: � � . 1�, Zy e B Batfcfill . . . � (c� Maximum plastic indzx {PIj shali be 6 � 2. . Ty e C �ackfi]i� � {a� Material meeting requirem�nts Dnd having a PI of � � � or iess sl�a)i be considered as suitable for com�acL- ion by jetting � �� (�) Materinl m�eting requirement and having a PI of 9 or more siiall be considered for use only wi t;� � me uianical com�action � • � E'L-2.11Trench �ackfill: (Corrett minimum com�action requirement wherav�r it � appears in this section to'95� Procter deiisity rxcept for paragrapn a.l. wfi,ere the �9�X modified Procter denstty" shall remain unct�ang��. LJ 0 � O � � U � � �. � D D � � � D D D � � D �� D� � � 0 SECTION EIdO — MATERIAL SP�CIFICATIaNS MATERIAL S�ANDARD E100-4 JANUARY 2, 1978 (AODEa 5/13/90) E1�0-4 NATERTIGHT N.4NHOLE INSERiS � - . ' E1q0-4.1 GENE�Aty� This standard covers the fu�nishing and installation of watzr�ight gasketed manhole inserts in the Fort Worth sanitary se�ver collection system. . . . � EiOG-4,2 MATERIALS A(�D ()ESIGN.: . . � . : � a:� The manhcle insert shall he of corrasion—pr�of h�i�h density �'. p�lyethel�ne that meets or exc�eds ttie requirements of ASTf�I D1248, � . � � Cateoory 5, Type III. � � . � � � � � b. The minimum thickness of �he manhole znsert shall be 1/8". - � c.. The manhole insert shall have' a gasket that provides positive s�a� in wet or dry conditions. The gasket shall be mad� of cTose� cell . neoprene rub��r and meet the requirement of ASTM D1056, or equai. , � d, The manhole insert�shall have a strap for r2mov�ng the in�ert. The �. strap shall be rrade af minimum 1" wide woven polypropa7ene or nylon webbing, with•the en�s treatzd to �prevent unravelling. Stainless steel hardware�shall �e used to�securely attach strap ta the �nsert. , e. The� manhole insert shall have one or more vent holes or. valves to � � release gasses and allow v�ater inflow at a rate no great�r than 1G gallons per 24 hours. � � � - � .t71CQ-4.3 INSi'ALLATION,: � . a. The manhole frame shall be cleaned of all dirt and debris before placing the manhole �nsert on the rim. b. The manhole insert shall be fully seated around the manhole frame rin . �to re�ard water, from seeping between tFe cover �nd the manhole frame . . • ri�n. � N. .. ._ ;. E�ao c�� J i�l U � '�J I� �J i� � PART F � J � � � � � J � � � � CERTIFICATE OF INSURANCE, CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW, AND BONDS � � � LJ L�1 � �� fi.l � � � � � � J � 1!�J � LJ ! �J ^ ,. CERTIFICATE OF INSURANCE TO: CITY OF FORT WORTH Date_ NAME OF PRO7ECT: 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.. hereinaRer described. Exceptions to standard policy noted on reverse side hereof. TYPE OF INSURANCE Policy Effective Expires Limits of Liability Worker's Compensation Comprehensive General Liabi]ity 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.Occurrence: $ Property Damage: � Ea.Occurrence: $_ Ea.Occarrence: $ Ea.Occurrence: $ Ea.Occurrence: $ Bodily Injury: Ea. Person: $ Ea. Occurrence: $ Property Damage: ,. Ea. Occurrence; $ Bodily Injury: Ea.Occurrence: $ Properiy 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 applicabte 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 thareto attached. AQencv �i Fort Worth Aeent Bv Address Title a � � .�� .� � � . CONTRA�TOR COMPLIANCE WITH � , , WORKERS' COMPENSATIOiV LAW _ � i , �•. . Pursuant to V.T.C.A Labor Code Section 446.096, Contractor certifies that it provides workers -� :., � compensation insurance coverage for all its employees employed on city of Fort Worth Project Number PS46- � 070460410240 � STOCKER ENTERPRISES, iNC. CONTRA OR � By:� �.�� President � • � Title ' • ' August 30, 1999 Date STATE OF TEXAS � COLTNTY OF TARRANT � ` BEFORE ME, the undersigned authority, on this day personally appeared David Stockex , known to me be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as ihe act and deed of Stocker ��ri esPy Tnc-_ for the purpose and consideration therein expressed and in the capacity therein stated. GNEN UNDER MY HAND AND SEAL OF OFFICE this 30th day of Auqust . 19 99 . � a.�.._. � Notary Public in and for the State of Texas ?�t^PrPU�, S�ERI HUGHES , ° � * NOTARY PUBLlC , 5 S7ATE OF TEXAS a�F�FS�r r,,�;.s.fi My CCimRI FXp � t• 12•2002 nffi i r 1 � 1 r � 1 � � � � � I 1 I 1 1 � � � . . . CONTRACT'OR 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 Worfh Project Number PS46- 070460410240 � STOCKER ENTERPRISES. INC. CONTRACTOR � � Title Date STATE OF TEXAS COUNTY OF TARRANT 0 0 BEFORE ME, the undersigned authority, on this day personally appeared , known to me be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of for the purpose and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of . 19 . ` Notary Public in and for the State of Texas �� d �I � L, TI-�E STATE OF T'EXAS � COUNTY OF TARRANT PERFORMANCE BOND Bond No. KO-5953145 �•� KNOW ALL MEN BY TI�SE PRESENTS: That we (1) STOCKER ENTERPRISES. INC. a(2) 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 Swety, are held and firmly bound unto the Ciry of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, in the �. penal sum of: I.,. FOUR HUNDRED EIGHTY-TWO THOUSAND FOUR HUNDRED TWELVE AND 00/100..... !$482.412.00) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators •� and successors, jointly and severally, firmly by these presents. � TI� 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 C�� :'I 1�i �i � j , 1999 a copy of which is �.. hereto attached and made a part hereof, for the construcUon of: MAIN 183 AND 333 DRAINAGE AREA SANITARY SEWER SYSTEM IMPROVEMENTS (GROUP 6„ CONTRACT 3) PART 3. UNIT 2. designated as Project No. (s) PS46-070460410240, a copy of which contract is hereby attached, referred to, and L. made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "wark". NOW 1'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 Surety, and if he shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save harmless the Owner from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be void; otherwise to � remain in full force and effect. � 1 ' A�1 � F1 C'�� '� L�� `I, l� C ��. � L�J � � � L■J PROVIDED FURTf�R, that if any legal action filed upon this bond, venue shall lie in Tanant County, State of Texas. AND PROVIDED F[JRTi�R, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of rime, alteration or addirion to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waiva notice of any such change, extension of rime, alterarion or addition to the terms of the contract or to the work or to the specifications. N WITNESS WF�IEREOF, this instrument is executed in 10 counterparts each one of which shall be deemed an original, this the 24� of Sentember,1999. ATTEST: - • �� ` c , , _ . : .w. STOCKER ENTERPRiSES. INC. ncipal) Secretary P AL ( � - - (SEAL) �� ca� ess o P' ci al .. �,� 7c� a aress T: U (S ty) Secretary � (SEAL) 0 Witness �s�fo Surery � a J v 811 Lamar, Suite 310. Fort Worth Texas 76102 (Address) L�J BY: �d�n�'�N�� Title: �C p � � �-�- 1051 KENNEDY LANE FORT WORTH, TEXAS 76131 : � . Y-:- . - (Address) Indemnit Insurance Comnanv of North America .Sll 0ly w . BY: , , (Attorney- = • ) Martin A. Prisant 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 Pariners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. F2 a � � �, � TI� STATE OF TEXAS L, COUNTY OF TARRANT PAYMENT BOND Bond No. KO-5953145 � KNOW ALL MEN BY T'HESE PRESENTS: That we (1) STOCKER ENTERPRISES. INC.. a (2) 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 Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of 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 EIGHTY-TWO THOUSAND FOUR HUNDRED TWELVE AND 00/100..... �� ` ($482.412.00) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, joindy and severally, firmly to these presents. �,, TI� CONDITION OF THIS OBLIGATION is such that Whe��s„tl� �ri�.l entered into a certain contract with the City of Fort Worth, the Owner, dated the day of ��+ A.D. , 1999, a copy of � which is hereto attached and made a part thereof, for the construckion of:: � � MAIN 183 AND 333 DRAINAGE AREA SANITARY SEWER SYSTEM IMPROVEMENTS (GROUP 6, CONTRACT 3) PART 3. UNIT 2. Project No. (s)PS46-070460410240. a copy of which is hereto attached, referred to and made a part hereof as fully and to the same e�ent 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 prompdy make payment to all claimants as defined in Article 5160, Revised Civil Statutes of Te�s, 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. �,. � 1 ' 1 ' F10 1 � � THE BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and a 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. � IJ �� I'� I� LJI L C l� PROVIDED FURTf�R, that if any legal action be fled 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, eartension of time, alteration of addition to the terms of the contract or to the work to be performed thereunder or the specification s accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work to the specifications. PROVIDED F[JRTI�R, that no imal settlement between the Owner and the Contractor shail abridge the right of any beneficiary hereunder whose claim may be unsatisfied. IN WITNESS WHEREOF, this instrument is executed in 10 counterparts each one of which shall be deemed an original, this the 24� day of SEPTEMBERA.D., 1999. ATTEST: ' � �.��U.c-t�.�� .b (/ v (Principal) Secretary (S ) .�... Witness as to Princ al a � �� O � (SEAL) � � �� w 2��3� � � .,�,.�lr �� 811 Lamar. Suite 310, Fort Worth, Te�s 76102 STOCKER ENTERPRISES. INC. j��. IPAL (4) BY: _ �'-�brX�. Title: �L� �pr„� i- 1051 KENNEDY LANE FORT WORTH, TEXAS 76131 (Address) _ ",- '' , ,, __ ,,� _ . . r � �_ . . Ii , Indemnit� Insurance Comnanv of North America Surety � BY: (Attorney-' fact Martin A. Prisant (Address) 811 Lamar. Suite 310. Fort Worth. Texas 76102 , (Address) NOTE: Date of Bond must not be prior to date of contract (1) Correct Name of Contractor (2) A Corporarion, 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. � � � MAINTENANCE BOND No. KO-5953145 TI-IE STATE OF TEXAS § CourrrY oF TaRRaNT § KNOW ALL MEN BY T'HESE 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 corporaUon organized under the laws of 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 virtue of ConsUtution and laws of the State of Texas, at Fort Worth, in Tarrant County, TeaLas the sum of r" FOUR HUNDRED EIGHTY-TWO THOUSAND FOUR HUNDRED TWELVE AND 00/100..... ($482.412.00) in lawful money of the United States, for the payment of which sum well and tnily be made unto � said City of Fort Worth and its successors, said Contractor and surery do hereby bind themselves, their heirs, � executors, administrators, assigns and successors, jointly and severally. This obligation is conditioned, however; that, SEP 0 7 i999 WHEREAS, the Principal has entered into a certain contract with the City of Fort Worth dated 1999, the perfonnance of the following described public work and the construction of the following described public improvements: MAIN 183 AND 333 DRAINAGE AREA SANITARY SEWER SYSTEM IMPROVEMENTS (GROUP 6� � CONTRACT 3) PART 3. UNIT 2. of same being referred to herein and in said contract as the Work and being designated as Project No. (s) PS46- � 070460410240and said contract, including all of the specificaUons, conditions and written instruments refened to therein as contract documents being hereby incorporated herein by reference for all purposes and made a part ! hereof, the same as if set out verbatim herein; and , WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition for and during the period One (1) Year after the date of the final acceptance of the wark by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition far said tertn �_ 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 Department of the City of Fort Worth, it be necessary; and, '� VJHEREAS, said Contractor binds itself, upon receiving notice of the need therefor to repair or reconstruct said work as herein provided. FS � 1 L�J �� a L�J L!' L•I L" � �- � L�J L�J l■1 l■1 C C' ls. L!J � NOW Tf�REFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or reconstruct said work in accordance with all the teims and conditions of said Contract, these presents shall be null and void, and have no force or effect. Otherwise this Bond shall be and remain in full force and effect, and said City shall have and recover from the said Contractor and its surety clamages in the premises prescribed by said Contract. This obligation shall be continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is e�austed. WHEREAS, all parties covenant and agree that if any legal action be filed upon this bond, venue shall lie in Tarrant County, Texas; and, IN WITNESS WHEREOF, this instrument is executed in 10 counterparts, each one of which shall be deemed an original, dated Sentember 24,1999. ATTEST: `h 1 �./s%n.!/hr- .d aPrincipal) Secretary (Seal) STOCKER ENTERPRISES, INC PRINCIPAL (4) BY: ��Ibvv2d/.��... Title: �(` P � ; ` �- ,. - ' - - .. � - � �' - . , `,. u _ �� ,, .. 4 , �- lOSi KENNEDY LANE FORT WORTH, TEXAS 76131 � �_,w (Address) Wrtness as to Pri p I INDEMNITY INSURANCE COMPANY OF NORTH AMERICA �75� i��ntlec� �-+n � W /��3 � S ety (Address) BY: (Attorney-in- ) Martin A. Prisant 811 Lamar, suite 310. Fort Worth Texas 76102 � (Address) NOT'E: Date of Bond must not be prior to date of Contract (SEAL) .� n� ( n � itness as t�ureiy 81 Lamar. Suit 310. Fort VF�orth Texas 76102 (1) Correct Name of Contractor (2) A Corporation, a partnership or an Individual, as case may be (3) Correct name of 3wety (4) If Contractor is Partnership all Partners should �ecute Bond (5) A true copy of Power of Attomey shall be attached to Bond by Attomey-in-Fact. F6 � ��y j` - * l-- V INDEMNITY INSURANCE COMPANY OF NORTH AMER � PnI�UPY nf _ .., ICA .,. . , Attorney Bond No. KO-5953145 �i� " CIGNA � _. � 827157 E KriOW all IriCll by theSC pYeSelltS: That INDEMNITY INSURANCE COMPANY OF NORTH AMERICA , a cocporation ofthe Commonwealth of Pennsylvania , having its principal office in the City of Philadelphia , Pennsylvania , pursuant to the following Resolution, adopted by the Board of Directors of the said Company on December 5, 19R3, to wit: "RESOLVED, That pursuant to Articles ?.18 and 5.1 of the By-Laws, tl�e following Rules sha�l govem the execution for the Company of bonds, undeAaldr�gs, recogtizances, contracts and other wriUngs in the nature tliereof. (1) That the Presideny a�ry Senior Vice PresiAent, any Vice President, and Assistant Vice President, or any Attomey-in-Fact, may execute for and on behalf of Ute Company arry and all bends, undertaldngs, recognizances, contracts and oUter writings in Ute nature thereof, fhe same to be attested when necessa[y by the Ce�orate Sectetary, or any Assistant Corporete Secretary, and the seal of the Compa��y af�ced thereto; and that the Preside�it, a�iy Senior Vice President, any Vice President or any Assistant Vice President may appoint and authonze any other Officer (elec[ed or appointed) of the Company, ant Attomeys-In-Fact to so eatecute or attest to the execution of all such wntings on behalf of tlie Company and [o afSx the seal of the Compa��y thezeto. (2) My such writing executed in accordance wiU� U�ese Rules shall be as b'v�ding upon the Company in a�iy case as though signed by the President and attested to by the Caporate Secretaty. (3) The signature of the Presiden[, or a Senior Vice Presidenf, or a Vice President, or a�i Assistant Vice President and Ihe seal of the Company may be affixed by facsunde on a�ry power of attomey granted yursuant tn this Resolution, and the signature of a certifying Officer a�id the seat of the Company may be affixed by facsunile to any certiHcate of any sach power, and a�ry such power or certificate bearing such facsitnile signature and seal shall be valid and binding on the Company. (4) Such other Officers of the Company, and Attomeys-Li-Fact shall have anthority to certify or venfy copies ef tltis Reso]ufion, the By-Laws of the Company, and any afFidavit or record of the Company necessary to the discharge of their duties. - I �°�� (5) The passage of Utis Resolution does not revoke any earlier authonry granted by Resolufions of the Boazd of Directors adopted on June 9, I953, May 28, 1975, a��d March 23, 1977." �. does her�by nominate, constitute and appoint MARTIN A. PRISANT Of ihe Clty Of M18Iri1, State of Florida , each individually ifthere be more than one ...% named, its true and lawful attorney-in-fact, to make, execute, seal and deliver on its behalf, and as its aci and deed any and all bonds, undertakings, recognizances, Ocontracts and other writings in thz nature thereof in penalties not exceeding Five Hundred Thousand Dollars ($500,000) and the execution of such writings in � Q pursuance of these presents shal( be as binding upon said Company, as fully and amply as if they had been duly executed and ackowledged by the regulazly elected � � officers ofthe Company at its principal office. � � uj IN WITNESS WHEREOF, the said William Jungeis , Vice-President, has hereunto subscribed his name and affixed the corporate seal ofthe said �'� �� INDEMNITY INSURANCE COMPANY OF NORTH AMERICA this 25th day of March 1999 . �� INDEMNITY IN5URANCE COMPANY OF NORTH AMERICA - F .Q C ,f ��Ci�py�, _ ^ �; (LQ � Pycry�RA "(J (� �sE�� . I � n N � � � � �.►� ��1/. .. `! V � ��'�h, rc/�,� �I l � � �° WilliamJungreis,VicePresident N > COMMONWEALTH OF PENNSYLVANIA � � � COUNTY OF PHILADELPHIA ss. `r �I � r—� On This 25th day of Mazch , A.D. 1999 , before me, a Notary Public of the Commonwealth of Pennsylvania 'vi and for the County of Philadelphia came d o�-Q William Jungeis , Vice-President of the INDEMNITY INSURANCE COMPANY OF NORTH AMERICA to me peisonally known to be the individual and i v(p � officer who executed the precedirig instrument, and he acknowledged that he executed the same, and that the sea] �xed to the preceding instrument is the � = k O� corporate seal of said Company; that the said corporate seal and his signature were duly affixed by the authority and direction ofthe said corporation, and that � _� � O Resolution, adopted by the Boazd of Directors of said Company, refeired to in the preceding instrument, is now in force. � r I� � 0� IN TESTIMONY WHEREOF, I have hereunto set my hand and �xed my official seal at the City of Philadelphia the day and year first above written. a` C � �v�'' ,..........>, � a � � ... �I�' �S ' �.+�r;,,�'•. � � .....,.,. -_, � � � 3'�'� "•...�, ,��,� .. r ' � � �' s� : � ,��`�"�``�� O :- � �` j 1 � .•—� " �i' t�i t : NOTARIALSEAL �jJ,�,� f� , � Oc� = G. 4� a 2 DEBRA M. MARANO. Notary Public �`.� •' `.' � i C =� S„e �1+r' ; Gry W Philadelphla, Phlla. Counry ` N � •, �'�,� �. ;[� �` My Commission Expires Dec 20,1999 _ O � �'% ., .a'�Lti_, 1 Notary Public �� L �G '�.. • ti' ,T �y��c � r �i Rr �" �•J a '� � ��rp��u�lin»►��,• � N ;. O L { � Z U I th d' d S f �J , �^I� l._,.� - Y �.., ; �� d 3 � 1 BS-38449d , e un ersigne ecretary o INDEMNITY INSURANCE COMPANY OF NORTH AMERICA , do hereby certify that the ongmal POWER OF � ATTORNEY, of which the foregoing is a substantially true and conect copy> is in full force and effect. In witness whereof, I have hereunto subscribed my name as Secretary, and �xed the co�porate seal of the Corporation, this 2 4 day of SPT�tPmY�r �9�99 �� °QQQ' SEA�' � ��SI :� �„ �.,�,� '+�.��+ ,�.� y� Debra H. Paziora , Secretary THIS POWER OF ATTORNEY MAY NOT BE USED TO EXECUTE ANY BOND WITH AN INCEPTION DATE AFTER Mazch 25, 2001 NOT VALID UNLESS PRINTED ON TEAL BACKGROUND ..�.u,i �u i i i �u... ,.. ,. n.i �.. _ i�niu�.,.r. u+.�t, i i., w�.i, i� �.. �u u i u;u.� i�.�uw _._uim r��.y i. ..i �ui _�_:�i ,.r..Wdr�.�i,i.�.i �� u. �, iui. �.. ..�,uw � � � JiL. d�.��u��Yu�u�.. � � PART G - CONTRACT THE STATE OF TEXAS § COUNTY OF TARRANT � SEp 0 71999 � THIS CONTRACT, made and entered into by and between the City of Fort Worth, a home-rule municipal corporation located in Tarrant County, Texas, acting through its City Manager � thereunto duly authorized so to do, Party of the First Part, hereinafter termed "OWNER", and STOCKER ENTERPRISES. INC. of the City of FORT WORTH, County of TARRANT, and State of TEXAS, Party of the Second Part, hereinafter termed "CONTRACTOR". WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the Party of the First Part (Owner), said Party of the Second Part (Contractor) hereby agrees with the said party of the First Part (Owner) to commence and complete certain improvements described as follows: MAINS 183 AND 333 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 3) PART 3, UNIT 2 � And all extra work connected therewith, under the terms as stated in the Contract Documents, and at his (their) own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, �. superintendent, labor, bonds, insurance, and other accessories and services necessary to complete the said construction, in accordance with all the requirements of the Contract Documents, which include all maps, plats, blueprints and other drawings and printed or written explanatory matter thereof, and the specifications thereof, as prepared by the Engineers employed by the Owner, each of which has been � identified by the endorsement of the Contractor and the Engineers thereon, together with the Contractor's Written Proposal and the 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. � � ' 1 ' ' G1 � � � a � � � � a � a � �� o o c� o 0 0 0 0 0�� o� r-� � r-� �--� � � � � S. . R F. � 1- The Contractor shali complete the two attached �"exas Water DDevelopment Board forms at time of contract execution. � 2- The Contractor shall submit along with the by-monthly payroll certification the attached form SRF-74, Certification By Contractor for Labor Standard Compliance � � � � l�. � . � D D � � � D � D Q � � � 0 ^ � r CONTRACTOR'S ACT OF ASSURANCE STATE OF TEXAS .: COUNTY OF TA►RR�iNT BEFORE ME, Sheri Hushes , a Notary public duly commissioned and qualified in and for the Count j� of Tarrant in the State of Texas came and appeared Stocker Enterprises, Inc., as represented by David Stocker, the corporation's president, who declares he is authorized,' to represent Stocker Enterprises, Inc. pursuant to ;, provisions of a resolurion �dQpted by said corporation on the 23rd day of August, 1999 (a duly certified copy of such! resolution is attached to and is hereby made a part of this document). I David Stocker, as the representative of Stocker Enterprises, Inc., declares that Stocker Enterprises, Inc. ass�res the Texas�Water Development Board that it will construct Mains 183 and 333� 'Drainage Area SSS �tehabilitation and Improvements i (Group 6, Contract 3) Part 3�, Unit 2 project at Fort Worth, Texas, in accordance with sound construction practice, i all laws of the State of Texas, and the rules of the Texas Water Development Board. GIVEN UNDER MY HAND and seal of office this 30th day of August, 1999 A.D. i � Sheri Hu�hes My Commission E�ires 11/12/02 �e��A °��¢ SHERI HUGHES � ° � ° NOTARY PUBLIC � STATE OF TEXAS 3 �r''FQPt�Tg My CoRlm. EXp. 11-12•2002 � an ,o �aWi „ .� � ,� �i � �� u� o I D a � � D U � �M � ��. M � � � � � � � � � � CONTRACTOR' S �CT OF ASSURANCE STATE OF TEXAS COUNTY OF ED-1 �) fz/_2,93, / BEFORE ME, , a Notary Public duIy commissioned and 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 authorized to 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 is hereby made a part of this document). .,�,,�. , as the representative of , decIares that assures the Texas Water Development Board that it wilI construct project at , Texas, in accordance with sound construction practice, all laws of the State of Texas, and the rules of the Texas Water Development Board. GIVEN UNDER MY HAND and seal of office this 199 A.D. q My Commission expires pTlll[Cd halllG F•9 day of , M . CONTRACTUR'S ACT OF ASSIJ�tANCE RESOLUT�ON Vir�inia Stocker for Stocker Enterorises. Inc. Name I hereby certify that ' was RESOLVED by a quorum of the directars of the Stocker Entemrises. Inc. Iname of coiporation , meeting on the day of Ausust 23 , 1999 that David Stocker , be, and hereby is, authorized to act on behalfof Stocker Er��ernris�s. �nc. , , name o coiporahon as its representative, in a11 business transactions conducted in the State of Texas, and; That all above resolution was unanimously ratified by the Board of Directors at said meeting and that the resolution has not been rescinded or amended and is now in full forces aud effect; and; In authentication of the acioption of this resolution, I subscn'be my n�ne and affix the seal of the corporation this 30th day of AuQust , 1999. � �� f � . � ., � � .. ��„-- �% Secretary D a 0 � � D � � � . D D � D D D � D D D • ED•lO�t (9J19�9J) CONTRA,.CTOR'S ACT OF ASSURANCE RESOLUTION I hereby certify that it was RESOLVED by a quorum of the directors of the . aame of corporation meeting on the day of , 19 , that , be, and hereby is, authorized to act on behalf of ' , name of corporasion as its representative, in all business transactions conducted in the State of Texas, and; That all above resolution was unanimously ratified by the Board of Directors at said meeting and that the resolution has not been rescinded or amended and is now in full forces and effect; and; Name In authencication of the adoption of this resolution, I subscribe my name and affix the seal of the corporation this day of , 199_. c Secretary (seaI) F-l0 ' SRF-?4 . .' � • • (S/:3B7j . . � . `� n� b ctor " Certificatio y Contra D °� � Labor Standards Compliance D � In accordance with TitIe 29, Subtitle A, Part 5, Section 5.6(A)(1), cach monthly cnginccring c,�•-tunate D must be accompanied by the following certificate executed by each prime contractor employing mechan.ics and Iaborczs at the work site in which the federal gvvernment is to parcicipate: �. . Datc . , .� DEstimate Number. for period to Name of Pro jeci Location D , Contract Number Datc Contract Awardcd � und Loan Numbez State Revolvuig F � I,hereby certify that all of the contract requirements as spec�e3 under the Iabor standards have been � complied with by: � as principal contractor and by each subcontractor �rr,� orc«��=a� Demploying mechanics or Iabozers at the site o� tIie work, or there is a substantial d.ispute with respect to che required provisions.� � Name of Contractor/Subcoatractor j�"� Signatuse and Tide � � Noies: 1. This certification may be glaced on the estimate or on a separate sfieet attached to the estunate. ; . � 2. The Te�as Water DeveIopmenc Board shall, prior tv aQproving a voucher, satisfy itself that copies of these cert�cates are on file with the owner. � � � � � � DPRIVITY OF COIVTRACT. This contract is expected to be funded in part with funds from the Texas Water DDevelopment Board. Neither the Sta�e of Texas nor any of its departmencs, agencies or employees is, or will be, a party to this contract or any la�ver tier contract: �,This contract is subject to re2ulations contained in 31 TAC Chapter 3b3 in effect on the date Dthis contract is executed. ' DDEFINITION. j"� The term "TWDB" means the Executive Administrator of the Texas Water Ll Development Board, or o[her person who may be at the time acting in the capacicy or authorized to perform the functions of such Administrator, or the authorized � representative thereof. DFINAL PAYMENT The recaina�e and its interest earnin�s, if any, shall noc be paid to the Contraccor until the TWDB has authorized a reduction in, or release of, �� retainaQe on the contract work. �! � REVIEW BY OWNER AND TWDB. (a) The Owner, authorized representatives and aQents of the Owner, and'the TWDB � shall, at all times have access to and be permitted to observe and review all work, maserials, equipment, payrolls, personnel records, employment conditions, material invoices, and other relevant data and records pertainina to this Contract, provided, � however that ali instructions and approval with respect to the work wilI be given to the Contractor only by the Owner through authorized representatives or agen[s. �(b) Any such inspection or review by the TWDB shall not subject the stace of Texas to any action for dama�es. � � � �l � � L�J � L: � D � u ��• � � � C! � �i � � � FLOOD HAZARD INSURANCE. This provisions appIies to any contract which will construct strucrures that are insurable under the National Flood Insurance Program of the Federal Emer�ency ManaQement Agency, The Contractor shall appIy 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 insurance as soon as possible and submic a copy of the policy to the Owner. ARCHEOLOGICAL DISCOVERIES. No activiry 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 or archeoIogical deposits have been avoided or miti�ated. However, the Contrac�or may encounter unanticipated cultural or archeological deposits during construction. If archeological sites or historic struccures are discovered afrer construction opera�ions are begun, the Contractor shall immediacely 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 discaveries uncil they have been inspected by the Owner's representative and the TWDB. The Owner will promptly coordinate with the Texas Historical Commission and any other appropriate a�encies to obtain any necessary approvals or permits to enable the work to continue. The Contractor shall not resume work in the area of the discovery until authorized to do so by the Owner. ENDANGERED SPECIES. No activiry is authorized that is likely to jeopardize the continued existence of a threatened or endansered species as listed or proposed for listing under the Federal Endan�ered Species�Act (ESA), and/or the State of Texas Parks and Wildlife Code on Endan�ered Species, or to destroy or adversely modify che habitat of such species. If a threatened or endanaered species is encountered during construction, the Concraccor shall unmediately cease wbrk in the area of the encouncer 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 TWDB, the U. S. Fish and Wildlife Service, and the Texas Parks and Wildlife Department, obtainina any necessary approvals or permits to enable the work to continue, or implement other micisative actions. The Contractor shall not resume construction in the area of the encoun�er until authorized to do so by the Owner. � lJ LAWS TO BE OBSERVED. � In the execution of che Contract, the Contractor must comply with all applicable Local, State and Federal laws, including bu[ not limited to laws concerned with labor, safety, Dminimum wages, and the environment. The Contractor shall makz himself famiIiar wich and at all times shall, observe and comply wi�h all Federal, State, and Local laws, ordinances and regulations which in any manner affect the conduct of the work, and Dshall indemnify and save harmless che Owner, the TWDB, and their representatives against any claim arising from violation of any such law, ordinance or regulation by himself or by his subcontracror or his employees. � � HAZARDOUS MATERIALS. � ..,,��, �� : aMaterials utilized in the project shall be free of any hazardous materials, except as may be specifically provided for in the specifcations. � If the Contraccor encounters existing material on sites owned or controlled by the Owner or in material sources that are suspected by visual observaCion or smell to � contain hazardous materials, the Contractor shall immediacely notify the Engineer and the Owner. The Owner will be responsible far the testing for and removal or disposition of hazardous materials on sites o�vned or controlled by the Owner. The D Owner may suspend the work, wholly or in part during the testin�, removal or disposition of hazardous materials on sites owned or controlled by the Owner. � �J liJ � � �I � �► �� L�J � u I�' L�J I�1 L D � I�! � u � � J L�' � EQUAL EMPLOYMENT OPPORTUNITY. During the performance of this contract, the Contractor agrecs as'foIlows: (1) The Contractor will not discriminate agairist any empIoyee or applicant for cmploymcnt because of race, color, religion, sex, age, handicap, or national ori�in. The Contractor will take affirmativc action to ensure that appiicants are employcd, and that employees are trcated during employmcnt without regard to their race, color, religion, sex, a�e, handicap, or national origin. Such action shall include, but not be iimited to the following: Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for trainin�, including apprenticeship. The Contractor agrees to post in conspicuous pIaces, avaiIable to employces and appIicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. (2) The Contractor will, in all solicitations or advertisements for cmployees placed by or on behalf of the Contractor, state that aII qualified applicants will receive considerations for cmpIoyment without regard to race, coIor, religion, sex, age, handicap, or national origin. (3) The Contractor will send to each labor union or representative of workers wich wtuch he has a collective bargaining asreement or other contract or understanding, a notice to bc 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 employment. (4) The Contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, the Age Discrimination in EmpIoyment Act of 1967,29 U.S.C.A. 621 (1985), Executive Order 1�250 of November 2, 1980, the Rehabilitation Act of 1973, 29 U.S.C.A. 701 et seq. (1985), and of the rules, regulations, and releyant orders of the Secretary of Labor. (5) The Contractor will furnish all information and eports required by Executive Order 11246 of September� 24, 19b5, and by rul s, regulations, and orders of the Secretary of Labor, or pursuant thereto, and w' permit access to his books, records, and accounts by the administering age cy and the Secretary of Labor for purposes of investi�ation to ascertain complian�e with such ruIes, regulations, and orders. �J � I�J � �J L!i �� J � J � �J � h � (6) In the event of the Contractor's noncompliance with the nondiscrimination clauscs of this contract or with any of the said rules, reguIations, or orders, [his convact may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government EQntracts or federally assisted construction contracts in accordance with procedures authorized in Executivc Order 11246 of Septembcr 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Sccrctary af Labor, or as othcrwise provided by law. (7) The Contractor will incIude the portion of the sentence inunediately preceding paragraph 1. and the provisions of paragraphs 1. through 7. in every subcontrac� or purchase order unless exempted by rules, reguIations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 af September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor wilI talce such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcinb such provisions, including sanctions for noncompliance: PROVIDED, HOWEVER, That in the event a Contractor becomes involved in, or is threatened. with, Iitigation with a subcontractor or vendor as a result of such dircction 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 implemcntation of the Equal Opportunity Clausc, specific affirmative action obli�ations reqnited by the Standard Federal Equal Employment Opportunity Construction Contract Specifications, as sct forth in 41 CFR Part 60-4 and its efforts to mect the goals established for the geographical area where the C'ontrac� is-to be pezformed. The hours of minority and female employment and trainins must-be substantially uniform throughout the length of the C'ontract, and in each trade, and the Contractor shall make a good faith effort to employ minarities and� women evenly on each of its projects. The transfer of minority or femal� employees or trainees from Contractor to Contractor or from project to pr.oject for the sole purpose of ineeting the Contractor's goals shall be a vioIation of the Contract, the Executive Order, and the regulations in 41 CFR. Pazt 60-4. The goals are expressed as percentages flf the �total hours of employ�ent and trainin; of minority and female utiIization the Contractor should reasonably be able to achieve in each constructian trade in which it has employees in the covered area. Goals are published periodicaIIy in the Federal Reeister in notice form, and such notices may be obtained from any office of federal concract compliances programs office or from federal procurement contracting officers (512) 229-5835. The Contractor is expected to m�:e substantially uniform pro�ress � � � toward its goal in cach craft during the period specified. D Whcnever the Contractor, or any subconvactor at any tier, subcontracts a ortion P of the work invoIving any conswction trade, it siraIl physically include in each asubconvact in excess of $10,000 the provisions o'f-thest specifications and the nocice which contains the applicable goals set for minority and female participation � and which is set forth in the solicitations from which this contract resulted. L�J L�!' u L� � � �!' � � � � O � � � � � � � � A a z � � w � � w a o 0 0� o c� �� o c� o� c--� c�--� r--1 r_� c�--� � � APPENDIX B - EASEMENT DOCUMENTS �Three copies (in 3-ring binders) of all the right-of-entry forms and all easements (temporary construction and permanent) obtained for this project are available for � examination at the plans desk of the Department of Engineering. Bidders shall be provided with copies of any right-of-entry or easements upon request. The terms of all Special Provisions or Conditions for easements shall be applicable. The responsive low �bidder(s) will be furnished with a copy of Appendix B after award of contract. Bidders shall ' not remove any of the three copies from the plans desk. � � � � - � i � � � � � � � � City of Fort Worth, Texas �►�Ayar A11d C,aunc�l Cammun�cAt�an DATE REFERENCE NUMBER LOG NAME I 9�7�99 C-17635 30ROUTT SUBJECT AWARD OF CONTRACT TO STOCKER ENTERPRISES, INC. DRAINAGE AREA SANITARY SEWER SYSTEM IMPROVEMENTS (GROUP 6, CONTRACT 3) PART 3, UNIT � RECOMMENDATION: PAGE 1 of 2 FOR MAINS 183 AND 333 REHABILITATION AND It is recommended that the City Council authorize the City Manager to execute a contract with Stocker Enterprises, Inc. in the amount of $482,412.00 for Mains 183 and 333 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 6, Contract 3) Part 3, Unit 2. DISCUSSION: On January 26, 1999 (M&C C-17230), the City Council authorized the City Manager to execute an engineering agreement with Teague Nall & Perkins, Inc. to prepare plans and specifications for the reduction of inflow/infiltration in sanitary sewer Mains 183 and 333. The project is part of the City's Integrated Wet Weather Wastewater Management Program to comply with an administrative order from the US Environmental Protection Agency to eliminate sewer overflows from the City's wastewater collection system. The project is generally bound on the north by Beaty Street, on the south by Routt Street, on the east by Mims Street, and on the west by Milam Street. The proposed improvements consist of the replacement of approximately 3,500 linear feet of primarily 8-inch sewer pipe. The project is located in COUNCIL DISTRICT 5, Mapsco 80F and K. The project was advertised for bid June 24 and July 1, 1999. On July 22, 1999, the following bids were received: BIDDER Stocker Enterprises Tri-Tech Construction, Inc. Burleson Utilities, Inc. B&H Utilities, Inc. Cleburne Utilities, Inc. Long Construction & Engineering, Inc. J.D. Vickers, Inc. Conaster Construction, Inc. AMOUNT $482.412.00 487,882.20 488,689.25 492,519.00 508,689.00 509,679.00 522,553.00 568,585.25 TIME OF COMPLETION 120 Calendar Days In addition to the contract cost, $34,000.00 is required for inspection and survey and $24,500.00 is provided for project contingencies. Stocker Enterprises, Inc. is in compliance with the City's M/WBE Ordinance by committing to 22% M/WBE participation. The City's goal on this project is 21%. City of Fort Worth, Texas �1✓1��y�ar ��nd Caunc�l C,am�»un�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 9�7�99 C-17635 I 30ROUTT 2, of 2 SUBJECT AWARD OF CONTRACT TO STOCKER ENTERPRISES, INC. FOR MAINS 183 AND 333 Df�AINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 3) PART 3,-UNIT 2 . FISCAL INFORMATION/CERT�FICATION: � The, Finance Director certifies, that funds are available in the �urrent capital budget, as appropriated, of the State Revolving Fund-Sewer. � MG:j Submitted for City Manager's Office by:. I FUND I ACCOUNT I CENTER I AMOUNT � �t0� � , Mike Groomer 6140 Originating Department Head: A. Douglas Rademaker Additional Information Contact: � 6157 � (from) � PE42 A. Douglas Rademaker 6157 � I 541200 070420417490 $482,412.00 � � � CITY SECRETARY �PpRQVED C�°� �OUNGI�L �EP 7 1999 r,�4�'�' City Sdat'�ta�"f' a€ thg City of �'o�t Wort�h� Ter.as 0