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Home My WebLink About025525 - Construction-Related - Contract - William J. Schultz, Inc. dba Circle C Construction Company� � � � a � - _ �� ,.��`� � ��s� � SPECIFICATIONS �..,:<<;.,� f�;;�� .• D� V .. r � 'a �:i. �a��.a��T � _ , _,o �� CONTRACT DOCUMEN�'-� � �� G CC�. ..., ..., m FOR ��i�f ��Tt��T1�N'S COPY .'�..; �:�-�� PAR�l�E�!' MAINS 126 AND 250 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS PART 5 LTNIT 1 D.O.E. NO. 1659 SEWER PROJECT NO. PS46-070460410110 1N THE Kenneth Barr Mayor Bob Terrell City Manager CITY OF FORT WORTH Lee C. Bradley, Jr., P.E. Director, Water Department Hugo A. Malanga, P.E. Director, Transportation and Public Works Department A. Douglas Rademaker, P.E. Director, Engineering Department 1999 TC&B Project No. 45-95680-500 Turner Collie & Braden Inc. Engineers • Planners • Project Managers 1200 Summit Ave., Suite 600 Forth Worth, Texas 76102 G� ��a��l�a G'[�C�G� f°�D � �� G��,� U tlo VVl%�`uUtl� UISlNo J � � 0 � �- � � City of Fort Worth, Texas i✓�Ay�r Arf� �,�yticll Cc�nlrilur�lcAtlorl DATE REFERENGE NUMBER LOG NAME t'Ac�t 1/4/00 �*C-17801 30BURN i 2 of 2 SUBJECT AWARD OF CONTRACT O WILLIAM .l. SC:�-iL1L I L, I�1�., L7%�3/A CIRCLE "C" CONSTRUCTION COMPANY, FOR MAINS 126 AND 2v0 DRAINAGE AREA SANITARY SEWER SYSTEM REHABIUTATION AND IMPROVEMENTS PART 5, UNIT 1 Wiliiam J. Schultz, Inc., d/b/a Circle "C" Construction Company, is in compliance with the City's M/WBE Ordinance by committing to 17% M/WBE participation. The City's goal on this project is 17%. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the Commercial Paper-Sewer Fund. . MG:k � � Submitted for City Manager's Office by: Mike Groomer 6140 Originating Department Head: A. Douglas Rademaker Additional Information Contact: 6157 A. Douglas Rademaker 6157 I FUND ( ACCOUNT I � (to) � CENTER I AMOUNT (from) . PS46: • 541200 070460410110 $1,129,596.50 CITY SECRETARY APPROVED CI�Y COUNCIL �"*� 4 Z000 �, �,J` L �/"'�`�LJ Ci1L�1$@CiBidTp Of 1h9 f"itv nf Fnrt Wnrth,.l�9Xa � � � .� w City of Fot�t Worth, Texas �I�Ar��r A�1� C,��nc1l C,a,mmun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 'i/4/00 �*C-17801 30BURN , 1 of 2 SUBJECT AWARD OF CONTRACT O WILLIbIVI ,1. 5Ll-Il.1LTZ, INC., D/B/A I:IKC;L� "C" CONSTRUCTION COMPANY, FOR MAINS 126 AND 250 DRAiNAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS PART 5, UNIT 1 RECOMMENDATION: . It is recommended that the City Councii authorize the City Manager to execute a contract with Wiiliam J. Schultz, Inc., d/b/a Circle "C" Construction Company, in the amount of $1,129,596.50 for Mains 126 and 250 Drainage Area Sanitary Sewer System Rehabilitation and Improvements Part 5, Unit 1. � f�ISCUSS}ON: On� August 15, 1995 (M&C C-14962), the City Council authorized the City Manager to execute an engineering agreement with Turner Collie & Braden, Inc. to prepare plans and specifications for Mains 126 and 250 drainage area sanitary sewer system rehabilitation and improvements. The proposed improvements consist of the replacement of sewer Main 250 beginning from .a point located 750 feet south of the Burnice Street/Turner Street intersection, southerly 250 feet to the Turner StreeUEast Berry Street intersection, then westerly 1,000 feet to the East gerry Streetll.H. 820 access road intersection, then northerly 300 feet, then southwesterly 600 feet, then westerly 400 feet, then northerly 400 feet, then southwesterly 500 feet and then northwesterly 550 feet to Cravens Road. The proposed improvement consist of the replacement of approximately 2,900 linear feet of primarily 24-inch sewer pipe to be replaced by open cut method, and 1,200 linear feet of 24-inch sewer pipe to be replaced by other than open cut method. � The project is located in COUNCIL DISTRICT 4, Mapsco 79Y and Z. The project was advertised for bid on October 14 and 21, 1999. On November 11, 1999, the following. bids were received: _. BIDDER AMOUNT TtME OF COMPiETION William J. Schultz. Inc. dba Circie "C" Construction. Inc. Jackson Construction, Inc. Conatser Construction, Inc. Oscar Renda Construction, Inc. B&H Utilities, Inc. S.J. Louis Construction, Inc. Tri-Tech Construction, Inc. Texas-Sterling Construction, Inc $1.129.596.50 1,238,959.50 1,250,482.00 1,324,804.00 1,345,114.00 1,37'i ,429.00 1,441,303.00 1,461,697.70 140 Calendar Days In addition to the contract cost, $79,000.00 is required for inspection and survey and $34,000.00 is provided for project contingencies. � LJ'�� :� � � � � a � D �� U � D a a �-� 0 0 SPECIAL CONTRACT DOCUMENTS FOR MAINS 126 AND 250 DRAINAGE AREA SAI�ITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS PART 5 UrTIT 1 D.O.E. NO. 1659 SEWER PROJECT NO. PS46-070460410110 I��l THE CITY OF FORT WORTH, TEXAS 1999 I hereby state that these Contract Documents were prepared under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Texas. ��'•�' T F"�. �a: � '••�� s; .� s: ;� .......................... STEPHEN R. JAMES �� •.9 •.63384 • Q : �. 9�.c� �•e/ `F,�, .�`r�. ��. �O�tA�. �'� ��' �3'� TURNER COLLIE & BRADEN INC. ENGINEERS • PLANNERS • PROJECT MANAGERS 1200 Summit Ave., Suite 600 Fort Worth, Texas 76102 ' ' , � � ' ' ' � �: � ' � � � a a ,i � a TABLE OF CONTENTS PART A PART B 17�� 1[�J I'•�M� PART E PART F PART G Notice to Bidders Detailed Notice to Bidders Special Instructions to Bidders M/WBE Specifications Proposal � General Conditions (Canary Yellow) Supplementary Conditions (Canary Yellow) Special Conditions (Green) Additional Special Conditions (Green) Details (Green) General Specifications for Water Department Projects (Not bound herein) Certificate of Insurance Contractor Compliance With Worker's Compensation Laws Performance Bond Payment Bond Maintenance Bond Contract APPENDIX A Permits/Easements � - . � � � �'"r . � �,.G!"�.�, vT��.- .. ., � • ' � � . � � � � � � PART A Notice to Bidders fl Detailed Notice to Bidders Special Instructions to Bidders � � a � a � � �.J D ' � � ' ' ' � � � '�: � � � � � � � � � NOTICE TO BIDDERS Sealed bids for the following: ' � � Mains 126 and 250 Drainage Area Sanitary Sewer System Rehabilitation and Improvements Part 5 Unit 1 D.O.E. No.1659 r. , . ' • '�.h UNIT 1 18 EA Manholes (DOE 1659) 1 EA Junction Struchue with Access 63 LF 8-inch PVC Sewer by Open Cut 279 LF 10-inch PVC Sewer by Open Cut - � 1,596 LF 24-inch PVC Sewer by Open Cut � 612 LF 24-inch DIP Sewer by Open Cut 1,164 LF 24-inch Sewer by Other than Open Cut 380 LF 24-inch Sewer with Casing by Other than Open G�zt addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing Office until 1:30 a.m. on Thursday. November 11. 1999 and then publicly opened and read aloud at 2:00 p.m. in the City Council Chambers. Plans, specifications and contract documents for this project may be obtained at the offices of the Department of Engineering, Municipal Office Building, 1000 Throclanorton Street, Fort Worth, Texas. One set of documents will be provided to�prospective bidders for a deposit of Fifly Dollars ($50.00). A pre-bid conference will not be held. For additional information, please contact Mr. Michael Domenech, P.E. at 332-5474 (ext. 39) or Mr. Stephen James, P.E. at 332-8977. ADVERTISING DATES: October 14, 1999 October 21, 1999 A-1 LJ � � � � DETAILED NOTICE TO BIDDERS Sealed proposals for the following: Mains 126 and 250 Drainage Area Sanitary Sewer System Rehabilitation and Improvements Part 5 Sewer Project No. PS46-070460410110 Unit 1 D.O.E. No. 1659 addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing Office unti11:30 u.m. on Thursdav, November 11.1999 and then publicly opened and read aloud at 2:00 p.m. in the City Council Chambers. Plans, specificarions and contract documents for this project may be obtained at the office of the Department of � Engineering, Municipal Office Building, 1000 Throclanorton Street, Fort Worth, Texas. A fifty (50.00) dollar deposit is required for the first set of documents and additional sets may be purchased on a non-refundable basis for fifty (50.00} dollars for each set. These documents contain additional information for prospective bidders. t■_ 1 � C�J All bidders will be required to comply with provision 5159a of "Vernon's Annotated Civil Statutes" of the State of Texas with respect to payment of prevailing wage rates and City Ordinance No. 7278, as amended by City Ordinance No. 7400 (Fort Worth City Code Sections 13-A-21 through 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 this project shall consist of: IJNIT 1 � (DOE 1659) � Ll � � � � ' t 18 EA 1 EA 63 LF 279 LF 1,596 LF 612 LF 1,164 LF 380 LF Manholes Type M Manhole (Junction Box with Access) 8-inch PVC Sewer by Open Cut 10-inch PVC Sewer by Open Cut 24-inch PVC Sewer by Open Cut 24-inch DIP Sewer by Open Cut 24-inch Sewer by Other than Open Cut 24-inch Sewer with Casing by Other than Open Cut and all necessary appurtenances and incidental work to provide a complete and serviceable project. Included in the above will be all other miscellaneous items of construction as outlined in the Specifications and Contract Documents. A pr�bid conference witl not be held. The City reserves the right to reject any and/or all bids and waive any and/or all formalities. Bidders shall not separate, detach or remove any portion, segment, or sheets from the contract documents at any time. Bidders must complete the proposal sections and submit the complete specifications book or face rejection of the bid as non-responsive. AWARD OF CONTRACT: No bid may be withdrawn until the expiration of ninety (90) days from the date bids are opened. The Award of Contract, if made, will be within ninety (90) days after the opening of bids, but in no case will the award be made until all the necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the Contract. SUBMISSION OF SID AND AWARD OF CONTRACT: This document is designed as one (1) separate contract document and shall be construed as being a single contract. The proposal sections are provided as one (1) individual proposal with one (1) individual M/WBE specification and is arranged in unit to allow prospective bidders to submit bids on one unit. Award of contract, if made, sha116e to the responsive low bidder for this individual unit. The Contractor shall comply with the City's M/WBE Ordinance on this unit. a DNS-1 � � _;a;, � f�l In accordance with City of Fort Worth Ordinance No. 13471, as amended by Ordinance No. 13781 the Citv of Fort Worth has goals for the participation of Disadvantaged Enterprise in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the M/WBE U7TLIZATION FORM, PRIME CONTRACTOR WAIVER FORM, and/or the GOOD FAITH EFFORT FORM ("Documentation'�, as appropriate. The Documentation must be received by the contracring department no later than 5:00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the contracting department to whom delivery was made. Such receipt shall be evidence that the Documentarion was received by the City. The Contracting Department for this project is the Engineering Department. For addirional information concerning this project, please contact Michael Domenech, P.E., Project Manager, at 332-5474 (ext.39) or Stephen James, P.E. at 332- 8977. � � a 0 � ADVERTISING DATES: � October 14, 1999 October 21, 1999 a 0 0 0 0 0 0 �J. � DNB-2 BOB TERRELL CITY MANAGER GLORIA PEARSON CITY SECRETARY Department of Engineering A. Douglas Rademaker, P.E., Director � Rick Trice, P.E. Manager, Consultant Services C'� `� �� I �'. CII C I•i C�! SPECIAL INSTRUCTION 7�0 BIDDERS . (WATER DEPARTMEN� 1. FPR AUALIFICA'TION RFA : All oontra�ctors submitting bids are tieqttit�ed to be prequalifiesi by the Fort Worth Wafer De�artment prior to submit�ing bids. This prequalification prooess will establish a bid limit based on a technic�l evaivation and financxal analysis of the contractor. It is the bidder's responsibility to submit the following documentation: a current fuiancial statement, an acceptable experience record, an acceptable equipment schedule and any other documents the Department may deem _ necessazy, to the Director of the Water Department at least seven ("7) calendar days prior to the date of the opcning of bids. � (a) 'I�e 5nanci.al sta%ment required shall have-been prepared by aci independent certified public acxountant or� an indeper�dent public a�ccountant hold'uig a valid pernut issued bY an aPP�'Priate Stats licensing agency and shall have been so prepared as �to reflect the financial status of the submitiing company. This statement miist be cument and not more than one (1) year old. In the c�.se that a bidding date falls within the time a new statement is � being . prepared, the previous statement shall be upda�ed by proper verification. . � � � . (b) For an eaperience record to be �considered to be a,cceptable for a given project, it must �~ reflect the e�cperieace of the firm seeking qualificarion in work of both the same nature and iechnical I 1 eve as that of the pro�ect for wluch bids are to be received. L�' L■J (c) The Director of the Water Department sha1l be the sole judge as to �the acx�ptability for financial qualification to bid on any Fort Worth Water Department pmject. (d) Bids rac�eived in ezcess of the bid Iimit shall be considered non responsive and will be L�J ��J � u L! � rejected as such. (e) The City, in it's sole discretion, may reject any bid for failure to demonstr�tte ezperience and/or expertise. (� Any proposats submitted by a non�requalified bidder shall be retumed unopened, and if inadvertently opened, shall not be considered. . (g) The City will attempt to notify prospective bidders whose qualifications (financiai or eaperience) a� not deembd to be appropriate to the nature andlor magnitude of the pmje�t on which bids ane to be receivad. Failure to notify shall not be a waiver of any necessarY P�Iualification. -1- L�I �� ' � � � � ' � ' � � 2. �ID S�: A cashier's checic or acx,eptable bidder's bond payable to the City of Fort Worth in an amount of not less than five percent (S �b) of the largest possible total of the bid submitteci must a�ccompany the bid, and is sub,�ect to forfeiture in the event the sua�ssful bidder fails to execute the Contca�c� Documents Vvithin (10) days after the oontract has bcen awarded. To be an�acceptable surety on the bond, (1) the name of the surety shall be included on the cun�t U.S. Treasury, or �"L) the surety must have capital and surplus equal to ten times the limit of the bond. The surety must be"Yicensed to do business in the State of Teaas. The amount of the bond shall not exceed the amouat shown 3. 4. 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 (10096) perc�t of the contract price wi11 be required; Reference C 3-3.7. WAGE RATE�S: 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 pmje�t. 5. ANiBIGTJITY; In the case of ambiguity or Iack 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. . � � ,r 6. ��r� LICENSE: Bidder must be a licensed Contractor in the State of Texas. �` . . . � � a a � a 0 a� 0 7. NONRE�IDFIVT 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 noaresident`s bid is lower than the lowest�bid submitted by a responsible Tezas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a oom�le contract in the St�te in which the nonresident's , principal place of business is located. - . , . . � ."Nonresident bidder" means a bidder whose principal place of business is not in the State � of Teaas, but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in the State of Texas. ` This provision does not apply if t�is contract involves Federal funds. � � � . 8. � L�J l�J � The appropriat�� blanks of the Progosal must bc filled out by all nonresident bidders in order for the bid to meet spec'�f'ications. The failure of a nonresident oonbractor to do so will automaticallY disqualifY that bidder. � �AYMII�I'r: If the contra�ct amount is �?.5,000 or less, the contra,ct amount shall be paid within forty-five (4S� caiendar days after oompletion and aoceptance by the City. 9. ��''E: In accordanoe with the policy ("Policy") of the Euecutive �Branch of the Federal .Govenunent, Contra�ctor covenants that neither it, nor any of its officers, members, agents, emploY�� P�S� P��=i�ts or subcontra�ctors while engaged �in performing this contract, sha11, in connection with the employment; advancement or disci�arge of employees in connection with the tetms, eonditions or privileges of their employment, dis,criminate against peisons because of ttieir age except on the basis of a bona fide occupational qualification, retirement plan, or statutory requiremen�. � Contractor further covenants that neither it nor its officers, members, agents, etnployees, suboontractors, progiam participants, or persons acting on their behalf, shall specify, in � solicitations or adveitisements for employees to work on this contract, a maaim�tm. age �� Iimit for. such employment unless the specified maximum age Iimit is based upon a bona fide. occupational qualification, retiremerit plan or statutory requirements. � LJ � L�J l�l I�l � ' Contracror wariants it will�iully comply with the policy and will defend, indemnify and hold City harmiess against any claims or allegations as,sert,ed by third parties or . suboontractors and/or its subconixactors' alleged failure to �mply with the above referenced Policy ooncerning age discrimination in the performance of tfus agre�men� 10. DI.SABII.ITY: In aocordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA".), Contra�tor wanants that� it and any and_all of its subcontra,ctors will not unlawfully discriminate on; the basis of disability in the provision of services to the � general public, nor in the awailability, 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 the ADFA's provisions and any other applicable Federal, State and Iocal laws converning disability and will defend, indemnify and hold City harniless against any claims or allegations asserted by third parties or suticontractors against City arising out of contractor's ancUor its subcontractors' alleged failure to comply with the above referenced Policy concerning age discrimination in the � performance of this �sgreement. . �i � � 11. � _ � a '! � � � L■J � L!-�� L■J l�J � � MINORITY AND WOMEN BUSINE5S ENTERPRISES: In accordance with the City of Fort Worth Ordinance No.13471, as amended by Ordinance No.13781 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 FROM andJor the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The documentation must be received no later than 5:00 PM, five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid nonresponsive. Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (NIBE) 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 andlor WBE. The misrepresentation of facts (other than a negligent misrepresentation) andJor the commission of fraud by the Contractor will 6e grounds for termination of the contract andlor initiating action under appropriate federal state or local laws or ordinances relating to false statements. Further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsi6le and barred from participating in City work for a period of time of not less than three (3) years. -4- � u _ � � �� U � � 1 � � ; n 111�/WBE Specificatiohs Proposal � 0 � � i � 0 �� r ro � � city of Fort wortn Minority and Women Busirtess Enterprise Sp�l'i�i�tions ��ixeE�ir��rE�r� ATTACHMENT 1A Page 1 of 2 MBENVBE UTILIZATION � c; ��. c �� „�� 3 36 � �� 9�� PR1ME COMPANY NAME BID DAT � � �,�,��. �.? � d-- a Sn �a�' S � l �S '� 6- 0 7�°( b a`E 10 ! j D WECT NAME PROJECT NUMBER ' 'S M/WBE PROJECT GOAL: � '7 �-f � � M/WBE PERCENTAGE ACHIEVED: / '� � � //T' iture to complete this form, : in its � entirety . with supportiRg documentation, and received by the � Managing Qepartment on:or-before 5:OO.�p.m. five (5j�Citjr.business days after bid,opening��ezciusive o� bid opening.date, will �Suit'in�the bid being coRsidered non-responsive to bid specifications. - � �� _ � « rhe undersigned.bidder.agrees to enter into�a fortria! agreement inrith the MBE and/or WBE firms for work listed in�this �hedute, -conditioned. upon"execution�of.a.coniracf with Zhe City of Fort Worth.- Tf�e intentional and/or knowing srepresentation of facts is grounds for consideration of disqualification and will result in�the bid being considered �on-responsive to specifications. �ompany Name, Contact �lame, ��ed Specify Atl Contncting Specify All Items to be Dollar Amount Address, and 7elephone No. ' - Scope of Work (') Suaplied(•) ,�,^ �` / _�--�-- c� �;,�� _�7' _o r ��z3 � PN/ 5 � � �s: �Je��,o�� d ..�� `> .S� 3 7 U ~� � O� V X�z ~ " ._ � N '� d6d � �i� � r ' C � /�c7n�,�rY"!r ht A •'n � �'(016 �% r r � �, � ✓�i �.[•� � �' � �_'-�'�- �- � � H �:+�.�+�` y nd Rv G as N � �� y �� c� � O G/� � � �� _: U¢r ` (q F- � I- � �- �J' J- � MMBEa muat be Iocated tn the 9(nine) county marketplace or cumently doing busi�ess in tfie marketplace at the Ume of btd. �3 a �� v �5 � a 8� pecHy alt areas tn whtch MWBE'a are to be utltized and/or ttems to be supplied: complote Ilstlng of ftems to be aupplied Es requir�ed in order to racetve credit towa�d the MMfBE goal. �erttify each Tler Ievei. Tler. Means the larrel of subcontracting belowthe prime contractoNconsuitant, i.e., a direct payment •�� f from the primo contractor to a subcontractor fa corssldered 1" tler, a paymertt by a subcorrtractor to fta suppiier is conaldered 2"� tler. 4-��IS FORM MUST BE RECEIVED 8Y THE MANAGING DEPARTMENt 8Y 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BJD OPENING� EXCLUSIVE OF THE BID OPENING DATE D Rev. 61?J88 �' " t , ATTACHMENZ'�' � Page 2 of � Ci{y of For� Worth ..:� Minority and Women 6usiness Enterprise Specifications <c r �i � - MBE/WBE UTILIZATION .; �mpany Name, Contact Narrte, �e�ttfled Speclfy Alt Contracting � Specify Afl ttems to �e Uo�lar Amount .. �dress,�and Telephone t�o. U F a. � Scope of Woric (") Supplied(•) ,�� • ' � • ' �. o • . . . - _.-. . � �� . . .v��. . � ' • � U � �•--'-- ---- _--_... - - � �dder further a rees to rovide direct " g p , ly to the City upon request, complete and accurate information regarding ,, work performed by aIt subcontractors, inctuding MBE(s) and/or WBE(s) arrangements submitted with this bid. �" dder atso agrees to allow an audit and/or examination of any books, records artd fries held by their comparty � it! substantiate the actual work performed by the MBE(s) andlor WBE(s) on this contract, by an authorized ��. sr or employee of the City. Any intentionai andlor knowing misrepresentation of facts will be grounds for > �ting the contract or debartnent irom City work for a period of not less than three (3) years and %r ireitiating under Fecleral, State or Loca! laws conceming false statements. Any failure to comply with this ordireance anc! : I es a ma teria l breac h o f contract may resutt in a determination of an inesponsible offeror and barred from :-�pating in City work for eriod of time not less than one (1) year. � J ALL an WB MU BE CERTlFIED BY THE CiTY BEFORE CONTRACT WARD �� i� Gi r c� / �l sc ��c ��z ��igna�ur� �, , Printed Signature � 1J -�� . �� cf l r C� �c� /1 S�/' U,��I ; o/( Y �/ , !7 N�d-� �� 07 �5 =�' u%,�h �.� � � /�a �te2ip Code � . �,;� f Contact Narne and Title (if differentj Telephone Num6er {s) g��-a9�- Fax Number g��-�q� Date i�� qs � � FORM MUST BE RECEIVED BY THE MAt�AGING DEPARTMENT BY 5:00 p.m., FIVE {5) CITY BIlSINESS DAYS AFTER BID��r; OPEN(FIG, EXCLUSIYE OF TNE BID OPENING DATE 5.�•�r U Rov. � � � � � � � � � � y �..,� � � � � y � � � I�� __.r YF .. .. ,�'".�`�x � - . PART B - PROPOSAL � ' � � LT1vIT 1 CONSTRUCTION (This proposal must not be removed from this book of Contract Documents). � TO: Bob Terrell � . City Manager Fort Worth, Texas . ------ ,-.. ,.s.,,. _ PROPOSAL FOR: The furnishing of all materials, except materials specified to be furnished by the City, equipment and labor for: Mains 126 and 250 Drainage Area Sanitary Sewer System Rehabilitation and Improvements Part 5 _ Sewer Project No. PS46-070460410110 D.O.E. No. 1659 The major work on this project shall consist of: TJNIT 1 (DOE 1659) 1g 63 279 1,596 612 1,164 380 EA EA LF LF LF LF LF LF Manholes Junction Structure with Access 8-inch PVC Sewer by Open Cut 10-inch PVC Sewer by Open Cut ' 24-inch PVC Sewer by Open Cut 24-inch DIP Sewer by Open C�t 24-inch Sewer by Other than Open Cut 24-inch Sewer with Casing by Other than Open Cut and all necessary appurtenances and incidental work to provide a complete and serviceable project. Pursuant to the foregoing "Notice to Bidders," the undersigned Bidder, having thoroughly examined the Contract Documents, including plans, special contract documents, and the General Contract Documents and General Specifications for Water Department Projects, the site of the project and understanding the amount of work to be done, and the prevailing conditions, hereby proposes to do all the work, furnish all labor, equipment and material except as specified to be fumished by the City, which is necessary to fully complete the work as provided in the plans and Contract Documents and subject to the inspection and approval of the Director of the Department of Engineering of the City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal to execute a contract and furnish an approved Performance Bond, Payment Bond, Maintenance Bond, and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work. Contractor proposes to do the work within the time stated and for the following sums: (Furnish and install, including all appurtenant work, complete in place, the following items) ("D-No." refers to the related items in Part D- Special Conditions): Bl-1 ' '�:;,� �M• � � � � � � .,.� MAINS 126 AND 250 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS, PART 5 . 9 , UNIT 1 CONSTRUCTION Item Approximate Description of Item With Unit No. Quantity Bid Price Written !n Words Price 1 63 LF '8-inch PVC San. Sewer Pipe (All depths� � I G6 (u� � ' Lr�/v Doliars — (u and '�� Cents $ � � Per Linear Foot • Amount Bid � . �� $ J � 76 2 279 LF *10-inch PVC San. Sewer Pipe (All depth ) � � �, U (�a �-,, ,�� Dollars ✓ � � / ,� � � � and � Cents $ $ l � Per Linear Foot 3 1,596 LF *24-inch PVC San. Sewer Pipe (All depths) � d a �o-u�- Dollars �� ! �7 � an d ��✓ v Cents $ � �� $ �V� � b � Per Linear Foot 4 612 LF 24-inch D.I. San. Sewer Pipe (Ali depths) , �� @_a; �,�� ,.� Dollars �J- �� ` � r �l>%� and �� Cents $ J J $ � Per Lmear Foot 5 380 LF 24-inch D.I. San. Sewer Pipe by Other v than Open cut w/ 40" steel casing (All depths) p�� @ � ;,� � �,� Dollars t � and �a Cents $ , �� p �� D Per Linear Foot 6 1,164 LF 24-inch D.I. San. Sewer Pipe by Other than Open C t(All depths) o p �; @��Dollars // � �/ / and —v„ Cents $ `Y �� $ 7 � �. f� D� Per Linear Foot � * Contractor must complete City Approved Product Form on Page B1-10 B1 -2 . , > .,> � � � � � � � � � �� MAINS 126 AND 250 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS, PART 5 . UNIT 1 CONSTRUCTION Item Approximate Description of Item With Unit No. Quantity Bid Price Written In Words Price 7 1 EA Jun,c� ion Box wi h Accjss� � v aC�N,�in�� d.�e�C Dollars C '" and ✓J � Cents $ � .� d � $ Per Each Amount Bid G� y J�� 8 2 EA Standard 4-Foot Dia. Manhole 0-6Fo tD%pth ar, �G (�'�� I'i,�.� � Dollars D ' � �v � ` and �� Cents $ � � U $ Per Each 9 15 VF Extra Depth Over 6-Feet for Standard 4-Foot Dja. M nhole U U a v na �r�� Dollars � — and �� Cents $ �� $ � .�� Per Vertical Foot 10 1 EA Standard 4-Foot Dia. Drop Manhole 0- 6 Fo t Depth l r�U • v @ �; �Ltiu�,Dollars v ' / � and -�✓� Cents $ � o � � $ / � d � � Per Each 11 3 VF Extra Depth Over 6-Feet for Standard 4-F�4Qt Dia. Drop Manhole a� U � (� LS/t+.v � c�., ��,��Dollars fJ� P � /� ' aftd �� Cents $ �b $ � Per Vertical Foot 12 12 EA Standard 5-Foot Dia. Manhole � U 0 to 6-Foot Dept l U v � (�a �� o�, cl�uQ Dollars � r l D ,/ and ✓� n Cents $ f� �� $ � y�� Per Each B1 - 3 � � I� � � � � � � � � � � � � � � � � MAINS 126 AND 250 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS, PART 5 - UNIT 1 CONSTRUCTION Item Approximate Description of Item With Unit No. Quantity Bid Price Written In Words Price 13 1 EA Standard 5-Foot Dia. Manhole w/ Bolt Down Lid 0 to 6-Foot D pth � (�a 1� �� ollars / �'` and � � Cents $ �/'� �� Per Each Amount Bid oG $ � �/v v � 14 119 VF Extra Depth Over 6-Feet for Standard 5-F,�,ot ia. Manh le �� a�n� �v Celnts $ �� ` $ � % % � Per Vertical Foot 15 2 EA Standard 5-Foot Dia. Drop Manhole 0- 6 Foot Depth � u c� � c @� ,G�n �Ur,�Dollars — � and �✓,� Cents $�� d $ 5� l% D Per Each 16 24 VF Extra Depth Over 6-Feet for Standard 5-Fo9 t �jia. Drop Manh le �`� v� @�v��lu,n cr,�,.�% �Dollars � � J and �o ��Cents $ �J� $ � dd Per Vertical Foot 17 18 42 VF Interior MH coatin for corrosion protection �,v �,b �� c�.��a',o, Dollars � — and. ,�„ f Cents $ �� $ /d .G U� Per Vertical Foot 357 SF Interior MH coating for Junction Box �p S;b na � pn„ Dollars f '�— �} � and '� � � Cents $ / � $ S� / � Per Square Fdot B1 -4 :.� _* MAINS 126 AND 250 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS, PART 5 item No. 19 20 21 22 23 24 25 - UNIT 1 CONSTRUCTION Approximate Description of Item With Quantity Bid Price Written In Words 110 LF R I 21" CP Unit Amount Price Bid ep ace , � U a a a(� � Dollars / and �✓a Cents $ � � � $ � [�� J P�� _inear Foot 115 LF Replace 2" RC aC� and --✓ � Per Linear Foot o� Dollars / � U r� r} ' � Cents $ �/ S $ l � / 'S 4 EA Remove Existing Manhole � � o`' (� � � �.,Q Dollars / c� J and �d Cents $ C� �f� '$ �/ a� Per Each _ 13 EA Abandon- Existing Manhole o� o v na �,L,,,� � � �oilars �% 5ao � —' and ^�u Cents $ / �� $ Per Each 2 EA Replace 10-Foot Curb Inlet v� o � @�o.v�, -�w i2�, c�.�.u(%Dollars s� — — and --� � Cents $ oC J��C� $ -� U U D Per Each 18 EA Vac m est SSMH Q U o � @ � � Dollars � — and ..� n Cents $� J� � $ �� v� Per Each 18 EA Concr t Collar for SSMH v v �% C�� c,�, � ��Dollars � and _ „_,,, Cents $ � � D $ �� -5 0 O Per Each � B1 - 5 � ' � � � � � � � i ' � � 1 � ' � � � MAINS 126 AND 250 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS, PART 5 UNIT 1 CONSTRUCTION Item Approximate Description of Item With Unit No. Quantity Bid Price Written In Words Price 26 16 EA Locking Stainiess Steel Watertight Ins rt l � u � (a> >�.i✓d � uin �C Dollars ` and ''"° Cents $ �� v $ Per Each 27 28 Amount Bid [� � Jo211 C� 2 EA Waterti ht Insert � � v @ �viu�,,� '�cn,t.r� Dollars �U � —' and �v v Cents $ � $ � � U Per Each 8 EA 4-inch Service Tap (Open Cut) � � a D (c� ��u�v� � Dollars � � and --�� Cents $ �p � $ � � �� Per Each 29 330 LF "4-inch Diameter PVC Sanitary Sewer Serv_ice, ,L�' e U� � � an ��-u,Lil��,�. Dollars j _ � a � � and � Cents $ J � $ Per Linear Foot 30 300 LF *4-inch Diameter PVC Sanitary Sewer � Servicle 'Lin�e - Reroute ON Private Property � �' na ��+ ��J r� Dollars U � � and � o Cents $ J� J$ � v� Per Linear Foot 31 132 LF 4-inch Diameter DIP Sanitary Sewer Service ine v� d a �a. � �r�� `�r�—Dollars — � � J and �✓v Cents $ � � $ J � � Per Linear Foot ' Contractor must complete City Approved Product Form on Page B1-10 B1 - 6 ' l � � � 1 � � � E � � � � � � � ' ' MAINS 126 AND 250 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS, PART 5 UNIT 1 CONSTRUCTION Item Approximate Description of Item With Unit Amount No. Quantity Bid Price Written In Words Price Bid 32 3 EA 6-inch Service Tap To Existing Line (Open Cut) @_1:r� 1�n � Dollars Uv a a and -�a Cents $✓�S a $ � 6 5� J Per Each 33 500 LF *6-inch Diameter PVC Sanitary Sewer Service Line - Reroute on Private Property �� a(� �� Dollars // ° v J and i'�o Cents $ � 0 �$ � D b D�j Per Linear Foot 34 35 40 LF 8-inch DIP Waterline n �i�� and �o Pe� Linea� Foot 2,567 LF Trench Safety System (> 5 FT. epths) na ��.P and .��d Per Linear Foot bv �v Dollars � — Cents $ �� $ ,�6 � d va Dollars 6 � J Cents $ / � $ a S 6 � 36 3,250 LF Pre-Construction N Inspection and � Cleaning for Lines to be Abandoned b p0 aC� ��ir� Dollars �� f 6� s� J and -No Cents $ S $ Per Linear Foot 37 4,093 LF Post-Construction N Inspect'I'Q n o�f Sanitary Sewers b �'� (a� -�/l� Dollars 3 � � � and �� cents � � l a a� 9� Per Linear Foot • Contractor must complete City Approved Product Form on Page B1-10 B1 - 7 ' � � � � � � � � � ' ' � � � � � � � MAINS 126 AND 250 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS, PART 5 UNIT 1 CONSTRUCTION Item Approximate Description of Item With Unit Amount No. Quantity Bid Price Written In Words Price Bid 38 634 LF Curb and G tter Replacement �'° (c� T�J � � Dollars a � s � � O � and ,.,✓� Cents $ a� S � $ % Per Linear Foot 39 2 EA Cut, Piug & Abandon Exist. Sewer Lines -- � � b n �,� nu DnP'i�1o��vn d�� Dollars ' ' and -No Cents �/ 5� v $ 3 ad b Per Each 40 90 LF Concr e Encasement, per GCD Fig. 113 G b ov (a� �� Dollars , —" and �v Cents $-� � $ a 7 D� - Per Linear Foot 41 4.5 TON Cast Iron Fittings (; � U v 6b Q� ,t7/) "Y� o nsg[� � �l.c.�v DO al PS � � / ) � Jr � � and -�v � Cents $ � v � $ � Per Ton 6 p `� d 42 340 SY Concrete Driveway Replacement / �� -� @ ;,,�o Doilars $ /� S $ � � / D D and --� Cents � Per Square Yard ob � v 43 1 EA Pre-Construction D-Hole � — @� �hvu � �M ,� Doliars $ � � � l $ � � �Q and .�✓� Cents Per Each 44 Ob 190 LF HMAC avement Repair per Fig. 4 GCD °� ' ' �a�v a(� � � � �,,�n Dollars $ � � _ $ and � „ Cents Per Linear Foot B1 - 8 � , r �v '1 ` . MAINS 126`AND 250 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND u_ � IMPROVEMENTS, PART 5 s�==�� UNIT 1 CONSTRUCTION - � item Approximate Description of Item With Unit Amount ' No. Quantity Bid Price Written fn Words Price Bid � 45 566 LF Asphalt Surface and Reinforced Concrete o 0 0 Base ep r per Fig. 2 GCD p °� (c� �i "" _ "� \'�'�'`'`� Dollars $ �'�7 $ % / � �D � � and —v6 `� Cents Per Linear Foot a � �b 46 195 CY 18" Rock R'p-Rap Compiete in Place / � a D _' (a� ��1� � Dollars $ f� S $ l a � �`� aand -� o Cents Per Cubic Yard � 47 217 SY Filter Fabric Fence Com lete in Place � a P pb (a� �� Dollars � D � � � a - and �� Cents $ 5 ' $ Per Square Yard � 48 217 SY Grout Complete in Place c� U (�a �.-�n� Dollars G� '/ J a - and No � Cents $ a d �$ y� 7 U Per Square Yard � � v� U v 49 69 CY Repair Concrete S ab ' /� a 5- � J (o�ivo lutin � �, �S ��, Dollars $ a S � $ � and � o � Cents � Per Cubic Yard Q50 631 SY 6" Topsoil o b d� (a� =��f� Dollars — � � and -N a Cents $ � $ � � SS a Per Square Yard � � . ly . ; _� � a B, . 9 . • ' �Sg � MAINS 126 AND 250 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND _ IMPROVEMENTS, PART 5 �:;,�,:;t UNIT_ 1 CONSTRUCTION � � Item Approximate Description of Item With Unit Amount No. Quantity Bid Price Written In Words Price Bid a51 100 LF Sodding Complete in Place � aa (�a ��v-2 Dollars �J and �vv Cents $ � $ �� OPer Linear Foot � 52 1,805 LF Hydro Mulch Seeding Complete in Place v o 0 a(� �/%vt-e..Q Dollars ° 7� -- and -� � Cents $ � � $ � 7 � � � Per Linear Foot � � . �� TOTAL AMOUNT OF BID (UNIT 1) $ I. l°� �, S/ b � � � � a o � a � a 0 0 ..r.., � o B,.,o � �. � � � � ' � � � � � � � CITY APPROVED PRODUCT * * CONTRACTOR 5HALL SELECT TYPE OF PIPE TO BE USED STANDARD SPEC NO. SIZE E1-31 � E1-25 E1-27 E1-28 4" thru 30" 4" thru 15" 4"thru 15" 18" thru 27" EI00-2 18" thru 48" Consult the "City of Fort Worth, Texas, Texas Standard Product List" to obtain the Generic/Trade Name and the Manufacturer for the pipes listed above. a � 0 � Failure to provide the information required above may result in rejection of bid as non-responsive. Only products listed above will be ailowed for use in this project. Any substitution shall result in rejection of bid -z_ � � As non-responsive. ' � A:/material.doc B1-10 � � _� � LJ �J LJ ��1 �� Within ten (10) days after notification by the City, the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documen , ffjr� � the faithful performance of the Contract. The attached bid security in the amount of �� o�,�1;r� is to become the properiy 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. � T'he undersigned bidder certified that he has been fuxnished at least one set of the General Contract Documents and General Specificatinns for Water Department Projects dated January i, i 9?8, including latest revisions, and that he has read and thoroughly understands all the requirements and conditions of those General Documents and the specific Contract Documents and appurtenant plans. The undersigned assures that its employees and applicants for employment and those of any labor � organization, subcontractors, or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. � L!J The Bidder agrees to begin construction within ten (10) calendar days after issue of the work order, and to complete the contract (UNIT 1) within one hundred forty (140) 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) � f � A. The principal place of business of our company is in the State of � L�J a �B � LJ u l!' � 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. Nonresident bidders in the State of , our principal place of business, are not required to underbid resident bidders. The principal place of business of our company or our parent company or majority owner is in the State of Texas. a B1-11 a �� a 0 � � � �� a 0 a D a 0 o� � Receipt is acknowledged of the following addenda: Addendum No. 1 Addendum No. 2 Addendum No. 3 Respectfully s bmitted, � ��Q �;�1� � �� , � � �� s r�� By: / ��..o,D�r;,. � , � _ � �� Title �/,-�vk'�a�aS� Address �� - ��.� � /� 6 3 Telephone (SEAL) If Bidder is Corporation Date: � � ' � / - �' q Bl_i2 `_ I � �� IL�' �I�� '�� ' ' PART C �� r General Conditions Supplementary Conditions � _, ��-.. L"J � � � � � � �_ � � i � �- PART C - QENERAL CONDITION5 TABLE OF CONTENTS N.OVEMBER, l, 1987 TABLE OF CONTENTS , C1-1 C1-1.1 C1-1.2 C1-1.3 C1-1.4 C1-1.5 C1-1.6 C1-1.7 C1-1.8 C1-1.9 C1-1.10 C1-1.11 cL-i.i2 C1 41.13 C1��.14 C1=1.15 C1=3.16 C1-1.17 C1-1.18 C1-1.19 C1-1.20 C1-1.21 C1-1.22 C1-1.23 C1-1.24 C1-1.25 C1-1.26 C1-1.27 C1-1.28 C1-1.29 C1-1.30 C1-1.31 C1-1.32 DEFINITIONS Definition of Terms Contract Documents Notice to Bidders Proposal Bidder , General Conditions Special Conditions Specifications Bond Contract Plans City City C'ouncil Mayor' City�.Manager City. �1�torney � Director of P�ubiic Works Dire�tor, City Water Department Engineer . Contractor Sureti�es The Work or Project Working Day Calendar Day Legal Holiday Abbreviations Change Order Paved Streets and Alleys Unpaved Streets and Alleys City Streets Roadway Gravel Street Cl-1 C1-1 Cl-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 ci-i C1-1 C1-1 C1-1 C1-1 Cl-1 Cl-1 C1-1 C1-1 Cl-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 Cl-1 Cl-1 C1-1 (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) t6) (6) (6) C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 Proposal Form C2-2.2 Interpretation of Quantities C2-2.3 Examination of Contract Documents and Site C2-2.4 Submitting of Proposal C2-2.5 Rejection of Proposals C2-2.6 Bid Security (1> C2-2 (1) C2-2 (1) C2-2 (2) C2-2 (3) C2-2 (3) C2-2 (3) L�J 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 C4-4 C4-4.1 C4-4.2 C4-4.3 C4-4.4 C4-4.5 C4-4.6 C4=4.7 C5-5 C5-5.1 C5-5.2 C5-5.3 CS-5.4 CS-5.5 CS-5.6 C5-5.7 C5-5.8 C5-5.9 C5-5.10 CS-5.11 C5-5.12 C5-5.13 C5-5.14 CS-5.15 C5-5.16 C5-5.17 C5-5.18 AWARD AND EXECUTION OF DOCUMENTS Consideration of Proposals Minority Business Enterpise Women-Owned Business Enterprise compliance Equal Employment Provisions Withdrawal of Proposals Award of Contract Return of PYoposal Securities Bonds Exec�ition of Contract Failure to Execute Contract Beginning Work Insurance Contractor's Obligations Weekly Payroll Contractor's Contract Administration Venue SCOPE OF FVORK Intent of Contract Documents Special Provisions Increased or Decreased Quantities Alteration of Contract Documents Extra Work Schedule of Operations Progress Schedules for Water and Sewer Plant Facilities CONTROL OF WORK AND MATERIALS Authority of Engineer Conformity with Plans Coordination of Contract Documents Cooperation of Contractor Emergency and/or Rectification Work Field Office Construction Stakes Authority and Duties of Inspectors Inspection Removal of Defective and Unauthorized Work Substitute Materials or Equipment Samples and Tests of Materials Storage of Materials Existing Structures and Utilities Interruption of Service Mutual Responsibility of Contractors Cleanup Final Inspection (2) C2-2 (4) C2-2 (4) �2-2 (4) C2-2 (4) C2-2 (4) C2-2 (5) C3-3 (1) C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 (1) (1> (2) (2) (2) (2) (4> (4) (4) (4) (7) (7) (7) (8) � � L1 �t , I� � e a C4-4 (1) �� C4-4 (1) C4-4 (1) � C4-4 (2) C4-4 (2> C4-4 (3? C4-4 (4) a C5-5 C5-5 CS-5 C5-5 C5-5 C5-5 C5-5 C5-5 CS-5 CS-5 C5-5 CS-5 C5-5 C5-5 C5-5 C5-5 CS-5 C5-5 (1) (1) (2) (2) (3) (3) (3) (4) (5l (5) (5) (6) (6) (7> (7) (8) (8) (9) � ' � � 1 � I� , � �� l �J � � 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 C6-6.1� C6-6.11 C6-6.12 C6-6.13 C6-6.14 C6-6.15 C6-6.16 C6-6.17 C6-6.18 C6-6.19 C6-6.20 C6-6.21 C7-7 C7-7.1 C7-7.2 C7-7.3 C7-7.4 C7-7.5 C7-7.6 C7-7.7 C7-7.8 C7-7.9 C7-7.10 C7-7.11 C7-7.12 C7-7.13 C7-7.14 C7-7.15 C7-7.16 C7-7.17 C8-8 C8-8.1 C8-8.2 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY Laws to be Observed Permits and Licenses Patented Devices, Materials and Process.es Sanitary Provisions � Public Safety and Convenience Privileges of Contractor in Streets, Alleys, and Right-of-Way Railway Crossings Barricades, Warnings and Watchmen Use of Explosives, Drop Weight, etc. Work Within Easements Independent Contractor Contractor's Responsibility for Damage Claims Contractor's Claim for Damages Adjustment of Relocation of Public Utilities, etc. Temporary Sewer Drain Connections Arrangement and Charges of Water Furnished by City Use of a Section of Portion of the Work Contractor's Responsibility for Work No Waiver of Legal Rights Personal Liability of Public Officials State Sales Tax PROSECUTION AND PROGRESS Subletting Assignment of Contract Prosecution of the Work Limitations of Operations Character of Workman and Equipment 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 Annulmen� of Contract Fulfillment of Contract Termination for Convenience of the Onwer Safety Methods and Practices MEASUREMENT AND PAYMENT Measurement of Quantities Unit Prices (3> C6-6 (1) C6-6 (1) C6-6 (1) C6-6 (2) C6-6 (2) C6-6 (3) C6-6 (4) C6-6 (4) C6-6 (5) C6-6 (6) C6-6 (8) C6-6 (8) C6-6 (10) C6-6 (10) C6-6 (10) C6-6 (11) C6-6 (11) C6-6 (11) C6-6 (12) C6-6 (12) C6-6 (12) C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 (1) (1) (1) (2) (2) (3) (4) (4) (4) (5) (6) (6> C7-7 (7) C7-7 (7) C7-7 (9) C7-7 (10) C7-7 (13) C8-8 (1) CS-8 (1) C8-8.3 C8-8.4 C8-8.5 C8-8.6 C6-8.7 C8-8.8 C8-8.9. C8-8.10 C8-8.11 C6-8.12 C8-8.13 Lump Sum Scope of Payment Partial Estimates and Retainage Withholding Payment Fina1 Acceptance Final Payment Adquacy of Design . ' General Guaranty Subsidiary Work Miscellaneous Placement of Material Record Documents C8-8 (1) C8-8 (1) C8-8 (2) C8-8 (3) C8=8 (3) C8-8 (3) C8-8.(4) C8-8 (4) C8-8 (5> C8-8 (5) C8-8 (5) (4) i l� u �� PART C = GENERAL CONDITIONS Cl-1 DEFINITIONS SECTION C1-1 DEFINITIONS C1-1.1 DEFINITIONS OF TERMS: Whenever in these Contract � Documents the following terms or pronouns in place of them are used, the intent and meaning shall be understood and - interpreted as foti�ws; �I C1-1.2 CONTRACT DOCUMENTS: The Contract Documents are all of • the written and drawn documents, such as specifications, bonds, addenda, plans, etc., which govern the terms and ' performance of the contract. These are contained in the � General C�ntract Documents and the Special Contract Documents. L a. GENERAL CONTRACT DOCUMENTS: The General Contract Documents govern all Water Department Projects and include the following items: PART A- I�OTICE TO BIDDERS (Sample) PART B - PROPOSAL (Sample) PART C - GENERAL CONDITIONS (CITY) (Developer) PART D - SPECZAL CONDITIONS PART E - SPECIFICATIONS � u � l' I I "'I LI (Advertisement) Same as PART H- PLANS (Usually bound separately) PART A- NOTICE TO BIDDERS above P�1RT B - PROPOSAL (Bid) PART C - GENERAL CONDITIONS PART D - SPECIAI, CONDITIONS PART E - SPECIFICATIONS PERMITS/EASEMENTS PART F - BONDS PART G - CONTRACT C1-1 (1) PERMITS/EASEMENTS PART F - BONDS. PART G - CONTRACT (Sample) (Sample) White White Canary Yellow Brown Green E1-White E2-Golden Rod E2A-White Blue White White b. SPECIAL CONTRACT DOCUMENTS: The Special Contract Documents are prepared for each specific project as a supplement to the General Contract Documents and include the following items: � C1-1.3 NOTICE TO BIDDERS: Al1 of the legal publications �� either actually published in public advertising mediums or ` f urnished direct to interested parties pertaining to the work contemplated under the Contract Documents� constitutes the � notice to bidders. � � C1-1.4 PROPOSAL: The completed written and signed offer or �� tender of a bidder to perform the work which the Owner desires �� to have done, together with the bid security, constitutes the � Proposal, which becomes binding upon the Bidder when it is officially received by the Owner, has been publicly opened and , read and not rejected"by the Owner. - � C1-1.5.BIDDER: Any.person, persons, firm, partnership, � company, association, corporation, acting directly or through � a duly authorized representative, submitting a proposal for� perPorming the work contemplated under the Contract Documents, constitutes a bidder. ', C1-1.6 GENERAL CONDITIONS: The General Conditions are the usual construction and contract requirements which govern the � performance of the work so that it will be carried on in accordance with the customary procedure, the local statutes, and requirements of the City of Fort Worth's charter and promulgated ordinances. � Wherever there may be a conflict between the General Conditions and Special Conditions, the latter shall take �] precedence and shall govern. `� C1-1.7 SPECIAL CONDITIONS: Special conditions are the � specific requirements which are necessary for the particular project covered by the Contract Documents and not specifically covered in the General Conditions. When considered with the General Conditions and other elements of the Contract � Docum�nts they provide the information which the Contractor and Owner should have in order to gain a thorough knowledge of the project. � C1-1.8 SPECIFICATIONS: The Specifications is that section or � part of the Contract Documents which sets forth in detail the requirements which must be met by all materials, construction, �', workmanship, equipment and services in order to render a i completed and useful project. Whenever reference is made to standard specifications, regulations, requirements, statutes, ?� etc. , such referred to docume•nts shall become a part of the �,� Contract Documents just as though they were embodied therein. C1-1.9 BOND: The bond or bonds are the written guarantee or � security furnished by the Contractor for the prompt and 1 C1-1 ( 2 ) � � Y ' �, � � faithful performance oE the contract and incl�rde the following: „ a. Performance Bond b. Paymen� Bond (see c. Maintenance Bond d. Proposal or Bid to Bidders, Part (see paraqraph C3-3.7) � � paragraph C3-3.7) (see paragraph C3-3.7) Security (see Special Instructions A and C2-2.6) C1-1.10 CONTRACT: The Contract is the formal signed agreement between the Owner aqd the Contractor covering the mutual understanding of the two contracting parties about the project to be completed under the Contract Documents. C1-1.11 PLANS: The plans are the drawings or reproductions, ptherefrom made by the Owner's representative showing in detail the location, dimension and position of the various elements of the project, including such profiles, typical � cross-sections, layout diagrams, working drawings, preliminary drawings and such supplemental drawings as the Owner may issue to clarify other drawings or for the purpose of showing � changes.in the work hereinafter authorized by the Owner. The plans are usually bound separately from other parts of the ' Contract Documents, but they are a part of the Contract , Documents just as though they were bound therein. � I_!', C1-1.12 CITY: The City of Fort Worth, Texas, a municipal corporation, authorized and chartered under the Texas State Statutes, acting by and through its governing body or its City Manger, each of which is required by charter to perform specific duties. Responsibility for Pinal enforcement of Contracts involving the City of Fort Worth is by Charter vested in the City Manager. The terms City and Owner are synonymous. C1-1.13 CITY COUNCIL: The duly elected and qualified governing body of the Ci�y of Fort Worth, Texas. C1-1.14 MAYOR: The officially elected Mayor, or in his absence, the Mayor Pro tem of the City of Fort Worth, Texas. C1-1.15 CITY MANAGER: The officially appointed and authorized � City Manager of the�City of Fort Worth, Texas, or his duly authorized representative. L� � C1-1.16 CITY ATTORNEY: The officially appointed City Attorney of the City of Fort Worth, Texas, or his du�y authorized representative. C1-1 (3) � ' C1-1.17 DIRECTOR OF PUBLIC WORKS: The duly appointed,ofticial of the City of Fort Worth, refer�ed to in the Charter as the City Engineer, or his duly authorized representative. C1-1.18 DIRE�TOR, CITY WATER DEPARTMENT: The dul Director of he City Water Department of the Cit apPO1nted Worth, Texas, or his duly authorized representativet assistant, or agents. C1-1.19 ENGINEER: The Director of Public Works, the Director of the Fort Worth,City Water Department, or their duly authorized assistants, agents, engineers, inspectors, or superintendents, acting within the scope of the particular duties entrusted to them. C1-1.20 CONTRACTOR: The person, persons, partnership, company, firm, association, or corporation, entering into a contract with the Owner for the execution of the work, acting directly or through a duly authorized representative. A sub-contractor is a person, firm, corporation, or others under contract with the principal contractor, supplying labor and materials or only labor, for work at the site of the project. � i � �! I � � C1-1.21 SURETIES: The Corporate bodies which are bound by � such bonds are required with and for the Contractor. The sureties engaged are to be fully responsible for the entire and satisfactory fulfillment of the Contract and for any and all requirements as set forth in the Contract Documents and � approved changes �herein. C1-1.22 THE WORK OR PROJECT: in and covered by the Contract limited �o the furnishing of equipment d ' The completed work contemplated Documents, including but not all labor, materials, tools, � , an incidentals necessary to produce a completed and serviceable project. C1-1.23 WORKING DAY; A working day is defined as a calendar day, not including Saturdays, Sundays, and legal holidays, in which the weather or other conditions not under the control of the Contractor permit the performance of the principal unit of work for a period of not less than seven (7) hours between 7:00 a.m. and 6:00 p.m., with exceptions as permitted in paragraph C7-7.6. C1-1.24 CALENDAR DAYS: A calendar day is any day of the week or month, no days being� excepted. C1-1.25 LEGAL HOLIDAYS: Legal holidays shall be observed as prescribed by the City Council of the City of Fort Worth for observance by City employees as follows: C1-1 (4) a � ' � � � � ! I� Y � � l� 1. 2. 3. 4. 5. 6. 7. 8. 9. New Year's Day M. L. Ring, Jr. Birthday Memorial Day Independence Day Labor Day Thanksgiving Day Thanksgiving Friday Christmas Day Such other days in lieu of holidays as the•City Council may determine January.l. Third Monday �in January Last Monday in May July 4 First Monday in September Fourth Thursday in November Fourth Friday in November December 25 � When one of the above named holidays or a special holiday is , declared by the City Council, falls on Saturday, the holiday � � shall be observed on the preceding Friday or if it falls on Sunday, it shall be observed on the following Monday, by those employees working on working day operations. Employees (� working calendar day operations will consider the calendar �� holiday as the holiday. C1-1.26 ABBREVIATIONS: Wherever the abbreviations defined herein appear in Contract Documents, the intent and meaning shall be as follows: � � � �r � � � � Y AASHTO - American Association of MGD State Highway Transportation Officials ASCE - American So�ciety of Civil Engineers LAW - In Accordance With ASTM - American Society of Testing Materials AWWA - American Water Works Association ASA - American Standards Associat,ion AI - Hydraulic Institute Asph. Ave. Blvd. CI CL GI Lin. lb. MH Max. - Asphalt - Avenue - Boulevard - Cast Iron - Center Line - Galvanized Iron - Linear or Lineal - Pound - Manhole - Maximum C1-1 (5) - Million Gallons Per Day CFS - Cubic Foot per Second Min. - Minimum Mono.- Monolithic $ - Percentum R - Radius I.D. - Inside Diameter O.D. - Outside Diam�ter Elev.- Elevation F - Fahrenheit C - Centigrade In. - Inch Ft. - Foot St. - Street CY - Cubic Yard Yd. - Yard SY - Square Yard L.F. - Linear Foot D.I. - Ductile Iron � C1-1.27 CHANGE ORDER: A"Change Order" is a-written supplemental agreement between the Owner and the Contractor cove�ing some added or deducted item or.feature which may be found necessary and which was not specifically included in the scope of the project on which bids were submitted. Increase in unit quantities stated in the proposal are not the subject matter of a Change Order unless the increase or decrease is more than 25� of the amount of the particular item or items in the original proposal. Al1 "Change Orders" shall be prepared by the City from information as necessary fur:ished by the Contractor. C1-1.28 PAVED STREETS AND ALLEYS: A paved street or alley shall be defined as a street or alley having one of the, following types of wearing surfaces applied over the natural unimproved surface: l. Any type of asphaltic concrete with or without separate base material. 2. Any type of asphalt surface treatment, not . including an oiled surface, with or without separate�base material. 3. Brick, with or without separate base material. 4. Concrete, with or without separate base material. 5. Any combination of the above. C1-1.29 UNPAVED STREETS OR ALLEYS: An unpaved street, alley, roadway or other surface is any area excep� those defined above for "Paved Streets and Alleys." C1-1.30 CTTY STREETS: A city street is defined as that area between the right-of-way lines as the street is dedicated. C1-1.31 ROADWAY: The roadway is defined as the area between parallel lines two (2'> feet back of the curb lines or four (4' ): feet back of the average edge oF pavement where no curb exists. C1-1.32 GRAVEL STREET: A gravel street is any unpaved street to which has been addea one or more applications of gravel or similar material other than the natural material found on the street surface before any improvement was made. C1-1 (6) ►� fl W._ � SECTION C - GENERAL CONDITIONS C2-2 INTERPRETATION.AND PREPARATION�OF�PROPOSAL � SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 PROPOSAL FORM; The Owner will furnish bidders with � proposal form, which will contain an itemized list of the LJ items of work to be done or materials to be furnished and upon which bid prices are reques�ed. The Proposal form will state � the Bidder's general understanding of the project to be completed, provide a space for furnishing the amount of bid security, and state the basis for entering into a formal a contract. The Owner will furnish forms for the Bidder's "Experience Record," "Equipment Schedule," and "Financial Statement," all of which must be properly executed and filed with the Director of the City Water Department one week prior � to the hour for oneninar of bids . The financial statement required shall have been prepared by � �an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate state licensing agency, and shall have been so ,� prepared as to reflect the current financial status. This � statement must be current and not more than one (1) year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be Q updated by proper verification. Liquid assets in the amount of ten (10$) percent of the estimated project cost will be required. � 4 ., � � a � G For an experience record to be considered to be acceptable For a given project, it must reflect the experience of the firin seeking qualification in work of both the same nature and magnitude as that of the project for which bids are to be received, and such experience must have been on projects completed not more than five (5) years prior to the date on which are to be received. The Director of the Water department shall be sole judge as to the acceptability of experience for qual�fication 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 equipraent as may be required to complete the project on which he submits a bid. C2-2.2 INTERPRETATION OF QUANTITIES: The quantities of work and materials to be furnished as may �Se listed in the proposal �2_2�1� L �I LJ forms or other parts of the Cont�act Documents.�till be considered as approximate only and will be used for purpose oE comparing bids on a uniform basi�. Payment will�be made to the Contractor for on.ly the actual quantities of work performed or materials furnished in strict accordanee with the Contract Documents and Plans. The quantities of work to be performed and materials to be furnished may be increased or decreased as hereinafter provided, without in anY Way invalidating the unit prices bid or any other requirements of the Contract Documents. C2-�2.3 EXAMZNATION OF CONTRACT DOCUMENTS AND SITE OF pROJECT: Bidders are advised that the Contract Documents on fi�.e with the Owner shall constitute ali of the information which the Owner will furnish. Al1 additional information and data which the owner will supply after promulgation of the formal contract documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. Bidders are required, prior to the filing of proposal, to read and become familiar with the Contract Documents, to visit�the site of the project and examine carefully all local conditions, to inform themselves by their own independent research and investigations, tests, boring, and by such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project. They must judge for themselves the difficulties of the work and all attending circumstances affecting the cost of doing the work or the time requi�ed for its completion, and obtain all information required to make an intelligent proposal. No information given by the Owner or any representative of the Owner other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the Owner. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is mutually agreed that the submission of a proposal is prima-f acie evidence that the bidder has made the investigations, examinations and tests herein required. Claims For additional compensation due to variations between conditions actually encountered in construction and as indicated in the Contract Documents will not be allowed. The logs of Soil BQrings, if any, showing on the plans are for general information only and may not be correct. Neither the C2-2(2) � ' ' ' Ci � ' � �� i I� I �� ,� � � � � O_ Owner nor the Engineer guarantee that the data shown is p� representative of conditions which actually exist. C2-2.4 SOBMITTING OF PROPOSAL: The Bidder shall submit his � Proposal on the form furnished by the Owner. Al1 blank spaces applicable to the project contained in the form shall be correctly filled in and the Bidder shall state the prices, written in ink in both words and numerals, for which he � proposes to do the work contemplated or furnishe the materials required. Alt such prices shall be written legibly. In case of discrepancy between the price written in words and the �'! price written in numerals, the price most advantageous to the _. City shall govern. , If a proposal is submitted b.y an individual, his or her name� � must be signed by him (her) or his (her) duly authorized agent. If a proposal is submitted by a firm, association, or partnership, the name and address of each member must be � given, and the proposal must be signed by a member of the firm, association, or partnership, or by a person duly authorized. If a proposal is submitted by a company or � corporation, the company or corporate name and business ,; address must be given, and the proposal signed by an official or duly authorized agent. The corporate seal must be affixed. -� Power of Attorney authorizing agents or others to sign � proposal must be properly certified and must be in writing and submitted with the p.roposal. � i LJ � � IJ � L'�' LJ C2-2.5 REJECTION OF PROPOSAL$: Proposals may be rejected if they show any alteration of words or figures, additions not called for, conditional or uncalled for alternate bids, incomplete bids, erasures, or irregularities of any kind, or contain unbalance value of any items. Proposal tendered or delivered after the official time designated for receipt of proposal shall be returned to the Bidder unopened. C2-2.6 BID SECURITY: No proposal will be considered unless it is accompanied by a�"Proposal Security" of the character and in the amount indicated in the "Notice to Bidders" and the "Proposal." The Bid Security is required by the Owner as evidence of good faith�on the part of the Bidder, and by way of a guaranty that if awarded the contract, the Bidder will within the required time execute a formal contract and furnish the required performance and other bonds. The bid security of the three lowest bidders will be retained until the contract is awarded or other disposition is made thereof. The bid security of all other bidders may be reburned promptly after the canvass of bids. C2-2(3) C C2-2.7 DELIVERY OF PROPOSAL: No p.roposal will be Considered unless it is delivered, accompanied by its proper Bid Security, to the City Manager or his representative in the official place of business as set forth in the "Notice to Bidders." It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidder must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL," and the name or description of the project as designated in the "Notice to Bidders." The envelope shall be addressed to the City Manager, City Hall, Fort Wort«, Texas. C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the City Manager cannot be withdrawn prior to the time set for opening proposals. A request for non-consideration of a proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set For the opening oF proposals. After all proposals not requested for non-consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed may, at the option of the Owner, be returned unopened. C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communica�ion at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the City Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal. C2-2.10 PUBLIC OPENING OF PROPOSAL: Proposals which have been properly filed and for which no "Non-consideration Request" has been received will be publicly opened and read aloud by the City Manager or his authorized representative at the time and place indicated in the "Notice to Bidders." Al1 proposals which have been opened and read will remain on file with the Owner until the contract has been awarded. Bidders or their authorized representatives are invited to be present for the opening of bids. C2-2.11 IRREGULAR PROPOSALS: Proposals shall be considered as being "Irregular" if they show any omissions, alterations of form, additions, or conditions not called for, unauthorized alternate bids, or irregularities.of any kind. However, the C2-2(4) � � � � ' � � � 1 0 � a � � � ' a � 1 y u � . Owner reserves the right to waive any and all irregularities Q and to make the award of the contract to the best interest oF the City. Tendering a proposal af ter the�closing hour is an irregularity which cannot be waived. � C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be disqualified and their proposals not considered for any of, but not limited to, the following reason: L,.� a. Reasons for believing that collusion exists among bidders. . - � b. Reasonable grounds for believing that any bidder is interested in more than one proposal for work contemplated. � c. The bidder being interested in any li�igation, � against the Owner or where the Owner may have a claim against or be engaged in litigation against the bidder. � d. The bidder being in arrears on any existing contract or having defaulted on a previous contract. e. The bidder having performed a prior contract in an � unsatisfactory manner. f. Lack of competency as revealed by the financial ` statement, experience record, equipment schedule, � and such inquiries as the Owner may see fit to make. ` g. Uncompleted work which, in the judgment of the � Owner, will prevent or hinder the prompt completion of additional work if awarded. � h. The bidder not filing with the Owner, one week in advance of the hour of the opening of proposals the following: 1. Financial Statement showing the financial condition of the bidder as specified in Part "A" - Special Instructions. 2. A current experience record showing especially the projects of a nature similar to the one under consideration, which have been successfully completed by the Bidder. 3. An equipment schedule showing the equipment the bidder has available for use on the project. W The Bid Proposal of a bidder who, in the judgment of the Engineer, is disqualified under the requirements stated � herein, shall be set aside and not opened. � � C2-2(5) � il � � PART C = GENERAL CONpITFONS C3-3 AWARD AND EXECUTION OF DOCUMENTS aSECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS: � C3-3.1 CONSIDERATION OF PROPOSALS: After proposals have been opened and read aloud, the proposal�s will be tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the application of such formulas or other � methods of bringing items to a common basis as may be � established in the Contract Documents. ' The total obtained by taking the sum of the products oE unit �,j prices quoted and the estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost � of the completed project will be consi.dered as the amount of the bid. Until the award of the right will be reserved waive technicalities, to proceed with the work in the best interest of the contract is made by the Owner, the to reject any or all proposals and re-advertise for new proposals, or to any manner as maybe considered for Owner. C3-3.2 MINQRITY BUSINESS ENTERPRISE/WOMEN-OWNED �USINESS � ENTERPRISE CbMPLIANCE: Contractor agrees to provic�e o Owner,� upon request, complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE> and or a a Woman-owned Business Enterprise (WBE) on the �'11 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 pertormed � by the MBE or WBE. Any material misrepresentation of any nature will be grounds for termination of the contract and for initiating any action under appropriate federal, state or alocal laws and ordinances relating to false statements; further, any such misrepresentation may be grounds for disqualification of Contractor at Owner's discretion for � bidding on future Contracts with the Owner for a period of time of not less than six (6) months. u � � C3-3.3 EQUAL EMPLO�j MENT PROVISIONS: The Contractor shall comply with Current City Ordinance prohibiting discrimination in employment practices. C3-3 (1) � The Contractor shall post the required notice to that effect on the project site, and, at his request, will be provided assistance by the City of Fort Worth's, Equ.al Employ��nt Officer who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. C3-3.4 WITHDRAWAL OF PROPOSALS: After a proposal has been read by the Owner it cannot be withdrawn by the Bidder within f orty-five (45) days after the date on which the proposals were opened. C3-3.5 AWARD OF CONTRACT: The Owner reserves the right to withholdfinal action on the proposals for a reasonable time, not to exceed forty-five (45) days after the date of opening proposals, and in no event will an award be made until af�er investigations have been made as to the responsibility of the proposed awardee.•. The award of the contract, if an award is made, will be to the lowest and best responsible bidder. The award of the contract shall not become effective until the Owner has notified the Contractor in writing of such award. C3-3.6 RETURN OF PROPOSAL SECURITIES: As soon as proposed price totals have been determined for comparison of bids, the Owner may, at its discretion, return the proposal security which accompanied the proposals which, in its judgment, would not be considered for the award. All other proposal securities, usually those of the three lowest bidders, will be retained by the Owner until the required contract has been executed �nd bond furnished or the Owner has otherwise diaposed of the bids, after which they will be returned by the City Secretary. C3-3.7 BONDS: With the execution and delivery of the Contract Documents, the Contractor shall furnish to, and file with the Owner in the amounts herein required, the following bonds: a• PERFORMANCE BOND: A good and sufficient performance bond in an amount not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the full and faithful execution of the work and performance o� the contract, and for the protection of the Owner and all other persons against damage by reason ot negligence of the Contractor, or improper execution of the work or the use of inferior materials. This performance C3-3 (2) f*1 � � � � � , 1�1 � bond shall guarantee .�he payment for all-labor, materials, equipment, supplies, and services used in the construction o� the work,� and sha11 ren��,n in full force and effect until provisions as above stipulated are accomplished.and final payment is made on the project by the City. b. MAINTENANCE BOND : A good and suf f icient maintenance bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guarante,eing the prompt, full and faithful performance of the general guaranty which is set forth in paragraph C8-8.10. c. PAYMENT BOND: A good and sufficient payment bond, in an amount not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, f ull and faithf ul payment of.all claimants as defined in Article 5160, Revised Civil Statutes of Texas, 1925, as amended by. House Bill 344 Acts 56th Legislature, Regular Session, 1959, effective April 27, 1959, and/or the latest version thereof, supplying labor and materials in the prosecution of the work provided for in the contract being constructed under these specifications. Payment Bond shall remain in force until all payments as above stipulated are made. d. OTHER BONDS: Such other bonds as may be required by these Contract Documents shall be furnished by the Contractor. No sureties will be accepted by the Owner which are at the '� time in default or delinquent on any bonds or which are tj interested in any litigation against the owner. All bonds shall be made on the forms furnished by the Owner and shall be � executed by an approved surety company doing business in the City of Fort Worth, Texas, and which is acceptable to the owner. In order to be acceptable, the name of the surety shall be included on the current U.S. Treasury list of � acceptable sureties, and the amount of bond written by any one ; acceptable company shall not exceed the amount shown on the Treasury list f or that company. Each bond shall be properly executed by both the Contractor and Surety Company. � � W V a Shoulcl any surety on the contract be determined unsatisfactory at any time by the Owner, notice wi11 be giyen the Contractor to that eff ect and the Contractor shall immediately provide a C3-3 (3) � new surety satisfactory to the Owner. No payment will�be made under the contract nntil the new surety or sureties, as required, have qualified and have been accepted by the Owner. The contract shall.not be operative nor�will�any paymen�s be due or paid until approvai of the bonds by the Owner. C3-3.8 EXECUTION OF CONTRACT: Within ten (10) days after the Owner has by appropriate resolution, or otherwise, awarded the contract, the Contractor shall execute and file with the Owner the Contract and such bonds as may be required in the Contract Documents. No contract shall be binding upon the owner until it has been attested by the City Secretary, approved as to form and legality by the City Attorney, and executed for the Owner by either the Mayor or City Manager. C3-3.9 FAILURE TO EXECUTE CONTRACT: The failure of the Awardee to execute the required bond or bonds or to sign the required contract within ten (10) days after the contract is awarded shall be considered by the Owner as an abandonment of his proposal, and the Owner may annul the Award. By reason of the uncertainty of the market prices of material and labor, and it being impracticable and difficult to accurately determine the amount of damages occuring to the Owner by reason of said awardee's failure to execute said bonds and contract within ten (10) days, the proposal security accompanying the proposal shall be the agreed amount of damages which Owner will suffer by reason of such failure on the part of the Awardee and shall thereupon immediately be forfeited to the Owner. The filing of a proposal will be considered as an acceptance of this provision by the Bidder. C3-3.10 BEGINNING WORK: The Contractor shall not commence work until authorized in writing to do so by the Owner. Should the Contractor fail to commence work at the site of the project within the time stipulated in the written authorization usually termed the "Work Order" or "Proceed Order", it is agreed that the Surety Company will, within ten (10) days after the commencement date set forth in such written authorization, commence the physical execution of the contract. C3-3.11 INSURANCE: The Contractor shall not commence work under this contract until he has obtained all the insurance required under the Contract Documents, and such insurance has been approved by the Owner. The prime Contractor shall be responsible for delivering to the Owner the sub-contractors' C3-3 (4) � ' � I*I a � � � � a �' � � L ' � LJ � U � � :, � � certificate of insurance for approval. The prime contractor shall indicate on the certificate ot insurance included in the documents for execution whether or not his insurance covers sub-contractors:. It i�s the intention of �he Owner that the insurance coverage required herein shall include the coverage of all sub-contractors. a. COMPENSATION INSURANCE: The Contractor shall maintain, during the life of this contract, Workers' Compensation Insurance on all of his emp�;,�ees to be engaged in work on the project under this contract, and for all sub-contractors. In case ahy class of employees engaged in hazardous work on the project under this contract is not protected under the Workers' Compensation Statute, the Contractor shall provide adequate employer's� general liability insurance f or the protection of such of his employees not so protected. b. COMPREHENSIVE GENERAL LIABILITY INSURANCE: The Contractor shall procure and shall maintain during the life of. this contract Contractor's Comprehensive General Liability Insurance (Public Liability and Property Damage Insurance) in an amount not less than $500,000 covering each occurrence on account of bodily injury, including death, and in an amount not less than $500,000 covering each occurrence on account of property damage with $2,000,000 umbrella policy coverage. c. ADDITIONAL LIABILITY: The Contractor shall - furnish insurance as separate policies or by additional endorsement to one of the above-mentioned policies, and in the amount as set forth for public liability and property damage, the following insurance: I* 1. 2. 3. 4. Contingent Liability (covers General Contractor's Liability for acts of sub-contractors), Blasting, prior to any blasting being done. Collapse of buildings or structures adjacent to excavation (if excavations are to be performed ad-iacent to same ) . Damage to underground utilities for $500,000. l.� � � � C3-3 (5) � 5. Builder's risk (where above=ground StZ'LiCturr�o � are involved). 6. Contractual Liability (covers all indemnification requirements of Contract), d. AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY � DAMAGE: The Contraetor shall p.rocure and maintain, during the life oE this Contract, Comprehensiv� A�ltomobile Liability insurance in an amount not � l�ss tha.n $250,000 for injuries including accidental death to any one person anc� subject t� the same limit for each person an amount not less than $50D,000 on account oF one accident, and p automobilP property d�mage insurance in an amount, not less than $100,000. e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The � insurance required under th� above paragraph� sha11 provide adequate protection for the Contractor and his sub-contractors, respectively, against damage � cl�ims which may arise from operatio.ns under this contract,.whether such operations be by the insured or by anyone directly or indirectly employed by � him, and also against any of the following �pecial hazards which may be encountered in the performance of the Contr�ct. . � f. PROOF OF CARRIAGE OF INSURANCE: The Contractor � shall furnish the Owner with satisfactory proof of coverage by insurance required in these Contract Documents in amounts and by carriers satisfactory � to the Owner. (Sample attached.) Al1 insurance requirements made upon the Contractor shall apply to the sub-contractor, shoutd the Prime � Contractor's insurance not cover the sub-contractor's work operations. g• LOCAL AGENT FOR INSURANCE AND BONDING: The � insurance and bonding companies with whom the Contractor's insurance and performance, payment, maintenance and all such other bonds are written Q shall be represented by an agent or agents having an ofEice located within the city limits of the C3-3 (6) � �J i � r � �, City of Fort Worth, Tarrant Co�nty, Texas: Each �� such aqent shall be a duly qualif�ed, one upon whom �; service of process may be had, and must have authority and power to act on behalf of the insurance and/or bonding company to negotiate and � settle with the City of Fort Worth, or any other claimant, any claims that the City of Fort Worth or other claimant or any property owner who has been Q damaged, may have against the Contractor, insurance, and/or bonding company. If �he local insurance•representative is not so empowered by the � insurance.or bonding companies, then such authority must be vested in a local agent or claims officer ' residing in the Metroplex, the Fort Worth-Dallas area. The name of the agent or agents shall be set� �' forth on all of such bonds and certificates of insurance. � C3-3.12 CONTRACTOR'S OBLIGATIONS: Under the Contract, the Contractor shall pay for all materials, labor and services when due. C3-3.13 WEEKLY PAYROLL: A certified copy of each payroll covering payment of wages to all person engaged in work on the project at the site of the project shall be furnished to the OWner's representative within seven (7) days after the close of each payroll period. A copy or copies of the applicable minimum wage rates as set forth in the Contract Documents shall be kept posted in a conspicuous place at the site of the project at all times during the course of the Contract. Copies of the wage rates will be furnished the Contractor, by the Owner; however, posting and protection of the wage rates shall be the responsibility of the Contractor. C3-3.14 CONTRACTOR'S CONTRACT ADMINISTRATION: Any Contractor, ' whether a person, persons, partnership, company, firm, ��. association, corporation or other who is approved to do business with and enters into a contract with the City for � construction of water and/or sanitary sewer facilities, will have or shall establish a fully operational business office within the Fort Worth-Dallas metropolitan area. The Contractor shall charge, delegate, or assign this office (or �j he may delegate his Project Superintendent) with full V authority to transact all business actions required in the performance of the Contract. This local authority shall be made responsible to act for the Contractor in all matters � pertaining to the work governed by the Contr.act whether it be administrative or otherwise and as such shall be empowered, �� thus delegated and directed, to settle all material, labor or other expenditures, all claims against the work or any other � w C3-3 (7) ll L_ J cnatter associated such as maintaining adequate and a � i�nsurance or security coverage for the project. SuChprlate authority for administration of the work•under the local shall be maintained until all bu�iness transactions x�ecuted � as part of the Cantract are completP. Should the Contr�ctor's.principal base of operations be other than in the Fort Wo.rth-nallas metropolitan area, aotiEicatioz of the Contractor's assignment oE local authority shall be made in writing to the Engineer in ad vance of any work on the project, all appropr-iately signed and sealed, as applicable, by the Contractor.'s responsible �fficers with the understanding that this written assignment oE authority to a local repre�enta�ive shall become part of the project Contract as though �bound directly into the project documents. The intent of these requirements is that all matters associated with the Contractor's administration, whether it be oriented in furtheriag the work, or other, be governed direct hy local autliority. This same r.equireinent is imposed on insurance a�1d surety coveraga. Should the Contractor's local representative iail to nP rform to the satisfaction of Engineer, the Engineer, at his sole discretion, inay demand that�such local representative be rzplaced and the Engineer may, at his sole discretion, stop all work until a new local authority satisfactory to the En�ineer is assigned. No credit of workin� time will be for periods in which work stop�ages are in effect For this reason. C3-3.15 VENUE; V?nue of any action hereinunder shall be exclusively in Tarrant County, Texas. C3-3 (8) � � L � � ' n � ' ' ' CI I JI ' 9 � � �. � � � LJ PART C � GENERAL CONDITIONS C4-4 SCOPE OF WORR SECTION C4-4 SCOPE OF WORK C4-4.1 INTENT OF CONTRACT DOCUMENTS: It is the detinite intention of these Contract Documents to provide tor a complete, useful project which the Contractor undertakes to construct.or furnish, all in full compliance with the requirements and intent of the Contract Documents. It is definitely understood•that the Contractor shall do all work as provided for in the Contract Documents, shall do all extra or special work as may be considered by the Owner as necessary to complete the project in a satisfactory and acceptable manner. The Contractor shall, unless otherwise specifically stated in these Contract Documents, furnish all labor, tools, materials, machinery, equipment, special services, and incidentals necessary to the prosecution and completion of the project. C4-4.2 SPECIAL PROVISIONS: Should any work or conditions �'1 which are not thoroughly and satisfactorily stipulated or , covered by General or Special Conditions of these Contract Documents be anticipated, or should there be any additional q proposed work which is not covered by these Contract � Documents, then "Special Provisions" covering all such work ��- will be prepared by the Owner previous to the time of receiving bids or proposals for such work and furnished to the � Bidder in the form of Addenda. All such "Special Provisions" shall be considered to be a part of the Contract Documents just as though they were originally written therein. � � � C4-4.3 INCREASED OR DECREASED QUANTITIES: The Owner reserves the right to alter the quantities of the work to be perf ormed or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the work as altered, increased or decreased at the unit prices. Such increased or decreased quantity shall not be more than 25 percent of the contemplated quantity of such item or items. When such changes increase or decrease the original quantity of any item or items of work to be done or materials to be furnished by the 25 percent or more, then either party to the contract shall upon written request.to the other party be entitled to a revised co.nsideration upon that portion af the work above or below the 25 percent of the original quantity stated in the proposal; such� revised consideration to be determined by special agreement or as hereina�fter provided for "Extra work." No allowance will be made for any changes in anticipated profits nor shall such changes be considered as C4-4 (1) L�' waiving or invalidating any condi.tions or provi;ions of the Contract Documents. Variations in quantities of sanitary sewer pipes in de categories, shall bp interpr�ted herein as a 1 pth overal.l quantities or sanitar sewer pP ying �O the Y pipe in each piPe size, hut not to the various depth categories. C4-4.4 ALTERATION OF CONTRACT DOCUMENTS; By Change Order, the Owner reserves the right to make such changes in the Contract Documents and in the• character or quanti�ies of the work as may be aecessary or desirable to insure completion in the most satisfactory manner, provided such changes do not materially altex the original �ontract Documents or change the general nat�ir� oF the �roject as a whole. Such changes shall not be considere3 as waiving or invalidating any condition or proe�ision of the Contract Documents. C4-4.5 EXTRA WORK: Additional work made necessary by changes and �1L-Pra�ions oE�the Contract Documents or of quantities or for other reasons f�r which no Qrices arn provided ia the �ontract Documents, shall be de�ined as "Extra Wor.k" and shall be performed by the Contractor in accordance with these Contract Documents or approved additions thereto; provided, however, that beEore any extra work is begun a"Change Order" shall be �xecuted or written order issued by the Owner to do the work for payments or credits as shall be determined by one or more combination of the Pollowing m�thods: a. � Unit bid price previously approved. An agreed lump sum. c. The actual reasonable cost of (1) labor, (2) rental of equipment used on the extra work for the time so us2d at Associated General Contractors of America current equipment rental rates; (3) materials entering permanently into the project, and (4) actual cost of insurance, bonds, and social security as det�rmined by the Owner, plus a fixed fee to be agreed upon but not to exceed 10� of the actual cost of such extra work. The Fixed fee is not to include any additional profit to the Contzactor for rental of equipment owned by him and used for the extra work. The fee shall be full and completP compensation to cover the cost of sup�rintendence, overhead, other profit, general aad all other expense not included in (1), (2>, (3>, and (4) above. The Contracto.r shall keep accurate cost records on the form and in the method C4-4 (2) , � suggested by the Owne� and shall give the Owner access to all accounts, bills, vouchers, and records relating to the Extra Work. . No "Change Order" shall become effective until it has been approved and signed by each of the Contracting parties. - No claim for Extra Work of any kind will be allowed unless ordered in writing by the Owner. In case any orders or (� instruc tions, either oral or written, appear to the Contractor � to involve Extra Work for which he should receive compensation, he shall make written request to the Engineer � for written orders authorizin.g such Extra Work, prior to .; beginning such work. �� Should a difference arise as to what does or does not' constitute Extra Work, or as to the payment thereof, and the Engineer insists upon its performance, the Contractor shall proceed with the work after making written request for written � orders and shall keep an accurate account of the actual reasonable cost thereof as provided under method (Item C). Claims f or extra work will not be paid unless the Contractor �� shall file his claim with the Owner within five (5) days w before the time for making the first estimate after such work is done and unless the claim is supported by satisfactory vouchers and certified payrolls covering all labor and �E materials expended upon the said Extra Work. The Contractor shall furnish the Owner such installation records of all deviations from the original Contract Documents as may be necessary to enable the Owner to prepare for permanent record a corrected set of plans showing the actual installation. The compensation agreed upon for 'extra work' whether or not iniitiated by a'change order' shall be a tull, complete and f inal payment for all costs Contractor incurs as a result or � relating to the change or extra work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, : ripple or impact cost, or any other effect on chanqed or unchanged work as a result or the change or extra work. � C4-4.6 SCHEDULE OF OPERATIONS: Before commencing any work under this contract, the Contractor shall submit to the Owner and receive the Owner's approval thereof, a"Schedule of � Operations," showing by a straight line method the date of commencing and finishing each of the major elements of the contract. There shall be also shown the estimated monthly � cost of work for which estimates are to be expected. There � , _ C4-4 (3) � Y shall be presented also a composite graph showing the � antieipated progress of construction wi�h t.he time� being � plotted horizontally and the percentage oF completion plotted vertically. The pro�ress charts shall be prepared on 8-1/2n X �� 11" sheets and at �least Five black or blue �line prints shall a be furnished to the Owner. C4-4.7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT FACILZTIES: �Vithin ten (lU) c�ays prior �o submission of first monthly progress payment, the Contractor shall prepare and submit to the Owner For approval six copies of the schedule in which the Contractor proposes to carry on the work, the date of which he will start the several major activities (includi�g procurement of materials, 21ans, and equipment) and the contemplated dates for completing the same. The schedule shall be in the form of a time schedule Critical Path Method (CPM) n�twork diagram. As the work progresses, the Contractor shall entPr on the diagram the actual progress at the end of each pa.rtial payment period or at such intervals as directed by the Engine�r. The Contractor shall also revise the schedule to reflect any adjustments in contract time approved oy the.Engineer. Three copies of the updated schedule shall be delivered at such iztervals as diracted by the Owner. As a:ninimum, the construction schedulp shall incorporate all work elements and activities indicated in the proposal and in the technical speci.Eications. Prior to the final draEting oF the deta.iled construction schedule, the Contractor shall review the draft schedule with the Engineer to ensure the Contractor's understanding of the contract xequirements. �� 1 y: � The following guidelines shall be adhered to in preparing � the construction schedule: a. Milestone dates and �inal project completion � dates shall be developed to conForm to time constraizts, sequencing requirempnts and comPletion time. .,, b, The construction process shall be divided into activities with time durations of approximately f ourteen (14) days and construction values not to exceed $5Q,000. Fabrication, delivery and submittal activities ar� exceptions to this guideline. C4-4 (4) � ;! Y 1 # �� c. Durations shall be in calendar days and normal holidays and.weather conditions over the duration � of the contract shall be accounted for within the duration of each activity. d. One critical path shall be shown on the construction schedule. � e. Float time is defined as the amount of time between the earliest start date and �he latest start d,�te' of a chain of activ�ties of the CPM � construction schedule. Fl�oat time is not for the :_ exclusive use or benefit of either the Contractor or the Owner. f. Thirty days shall be used for submittal review unless otherwise specified. � The construction schedule shall as a minimum be divided into general categories as indicated in the Proposal and Technical Specifications and each general category shall be � broken down into activities in enough detail to achieve �� activities of approximately fourteen (14) days duration. , For each general category, the construction schedule shall �� identify all trades or subcontracts whose work is represented by activities that follow'the guidelines of this Section. For each of the trades or subcontracts, the construction schedule shall indicate the following procurements, construction and preacceptance activities and events in their logical sequence for equipment and materials. 1. Preparation and transmittal of submittals. 2. Submittal review periods. � 3. Shop fabrication and delivery. 4. Erection or installation. Q5. Transmittal of manufacturer's operation and maintenance instructions. 6. Installed equipment and materials testing. 7. Owner's operator instruction (if applicable). 8. Final inspection. ,� �. -, C4-4 (5) ll � 9. Operational testing. 10. Final inspection. If, in the opinion of the Owner, work accomplished falls behind that scheduled, the Contractor shall take such action as necessary to improve his progress. In addition, the Owner may require the Contractor to submit a revised schedule demonstrating his program and proposed plan to make up lag in scheduled progress and to insure completion of the work within the contract time. If the Owner finds the proposed plan not acceptable, he may require the Contractor to increase the work force, the construction plant and eguipment, the number of work shifts or the over:time operations without additional cost to the Owner. ' � � i �' Failure of the Contractor to comply with these requirements � shall be considered grounds for determination by the Owner that the Contractor is failing to prosecute the work with such diligence as will insure its completion within the � time specified. �1 i_ - I ' ' ' 1 , 1 iJ C4-4 (6) � ' i U PART C - GENERAL CONQITIONS � C5-5 CONT�OL OF WORR A�TD MATLRIALS � SECTION - C5 5 CONTROL OF WORR AND MATERIALS �• C5-5.1 AUTHORITY OF ENGINEER: The work shall be performed to the satisfaction of the Engineer and in strict oompliance with the Contract Documents. He shall decide aTl questions which � arise as to the quality and acceptability of materials furnished, work performed, rate of progress of the work, overall sequence of the construction, interpretation of the � Contract Documents, acceptable fulfillment of the contract, compensation, mutual rights between Contractor and Owner under these Contract Documents, supervision of the work, resumption of operations, and all other questions or disputes which may 0 arise. Engineer will not be responsible for Contractor's means, methods, techniques, sequences or procedures ot construction, or the safety precaution and programs incident � thereto, and he will not be responsible for Contractor's ,. failure to perform the work in accordance with the contract documents. �' He shall determine the amount and quality of the work completed and materials furnished, and his decisions and estimates shall be final. His estimates in such event shall � be a condition to the right of the Contractor to receive money due him under the Contract. The Owner shall have executive authority to enforce and make effective such necessary � decisions and orders as the Contractor fails to carry out promptly. � u 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 i:n all cases shall conform with li�nes, grades, cross-sections, ' finish, and dimensions shown on the plans or any other requirements otherwise described in the Contract Documents. ' Any deviation from the approved Contract Documents required by � the Engineer during construction will in all cases be determined by the Engineer and authorized by the Owner by � Change Order. � C5-5 (1) � � C5-5.3 COORDINATION OF CONTRACT DOCUMENTS: The Contrac� Documents are made up of several sections, which, taken together, are intended to describe and pr.ovide for a complete and useful project,.and any requirements appearing.in one the s�eti.ons is as binding as though it occurred in all sections. In case of discrepancies, figured dimension shall govern over scaled dimensions, plans shall govern over specifications, special conditions shall govern over general conditions and standard specifications, and quantities shown on the plans shall govern over those shown in the proposal. The Contractor shall not take advantage of any apparent error or omission-in the Contract Documents, and the Owner shall be permitted to make such corrections or interpretations as may be deemed necessary for.the fulfillment of the intent of the Contract Documents. In the event the Contractor discovers an apparent error or discrepancy, he shall immediately call this condition to the attention of the Engineer. In the event of a conflict in the drawings, specifications, or other portions of the Contract Documents which were not reported prior to the award of Contract, the Contractor shall be deemed to have quoted the most expensive resolution of the conflict. C5-5.4 COOPERATION OF CONTRACTOR: The Contractor will be furnished with three sets of the Contract Documents and shall have available on the site of the project at aIl times one set of such Contract Documents. The Contract sha11 give to the work �he constant attention necessary to facilitate the progress thereof and shall cooperate with the Engineer, his inspector, and other Contractors in every possible way. The Contractor shall at all times have competent personnel available to the project site for proper performance oF the work. The Contractor shall provide and maintain at all times at the site of the project a competent, English-speaking sup.erintendent and an assistant who are fully authorized to act as the Contractor's agent on the work. Such superintendent and his assistant shall be capable of reading and understanding the Contract Documents and shall receive and fulfill instructions from the Owner, the Engineer, or his authorized representatives. Pursuant to this responsibility of the Contractor, the Contractor shall designate in writing to the project superintendent, to act as the Contractor's agent on the work. Such assistant project superintendent shall be a resident of Tarrant County, Texas and shall be subject to call, as is the project Superintendent, at any time of the day or night on any day of the week on which the Engineer determines that circumstances require the presence on the project site of a representative of the Contractor to � ' ' C LJ l' I � � � ,� �'� CJ u C5-5 (2) " Y 1 adequa�ely provide for the saEety or convenience-of the. � traveling public or the owners of property across which �he project extends or the safety of �roperty.contiguous to the project routing. � � The Contractor shall provide all facilities to enable the Engineer and his inspector to examine and inspect the � workmanship and materials entering into the work. U C5-5.5 EMERGENCY AND/OR RECTIFICATION WORK: When, in the opinion of the Owner• or Engineer, a conditi�n of emergency � exists related to any part of the work, the Contractor, or the Contractor through his designated representative, shall respond with dispatch to a verbal request made by the Owner or w Engineer to alleviate the emergency condition. Such a � response shall occur day or night, whether the project is scheduled on a calendar-day or on a working-day basis. � Should the Contractor fail to respond to a request from the Engineer to rectify any discrepancies, omissions, or corrections necessary to conform with the requirements of the � project specifications or plans, the Engineer shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take �� remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking a the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall then deduct an amount equal to the entire costs for such remedial action, plus 25$, from any funds due the Contractor � on the project. C5-5.6 F�IELD OFFICE: The Contractor shall provide, at no ' extra compensation, an adequate field office for use of the l� Engineer, if specifically called for. The field office shall be not less than 10 by 14 feet in floor area, substantially � constructed, well heated, air conditioned, lighted, and weather-proof, so that documents will not be damaged by the elements. � C5-5.7 CONSTRUCTION STARES: The City, through its Engineer, will furnish the Contractor with all lines, grades., and measurements necessary to the proper prosecution and control � of the work contracted for under t�ese Contract Documents, and lines, grades and measurements will be established by means of stakes or other customary method of marking as may be found � consistent with good practice. � CS-5 (3) ' Y These stakes or markings shall be set sufficiently in advance � of construction operations to avoid delay. Such stakes or markings as may be established for the C.ontractor's use or guidance shall be.preserved by the Contractor until he is � authorized by the Engineer to remove them. Whenever, in the opinion of the Engineer, any stakes or markings have been carelessly or willfully destroyed, disturbed, or removed by �l the Contractor or any of his employees, the full �os� ot �ra replacing such stakes or marks plus 25$ will be charged against the Contractor, and the full amount will be deduc�ed � from payment due the Contractor. C5-5.8 AUTHORITY AND DUTiES OF CITY INSPECTORS: City Inspectors will be authorized to fnspect all work done and to � be done and all materials furnished. Such inspection may . extend to all or any part of the work, and the preparation or manufacturing of the materials to be used or equipment to be ,�;� installed. A City Inspector may be stationed on the work to IW report to the Engineer as to the progress of the work and the manner in which it is being pertormed, to report any evidence that the materials being furnished or the work being performed � by the Contractor fails to fulfill the requirements of the Contra.ct Documents, and to call the attention of the Contractor to any such failure or other infringements. Such I,� inspection or lack of inspection will not relieve the �Z Contractor from any obligation to perform the work in accordance with the requirements of the Contract Documents. ( In case of any dispute arising between the Contractor and the � City Inspector as to the materials or equipment furnished or the manner of performing the work, the City Inspector will have authority to reject materials or equipment to suspend � work until the question at issue can be referred to and be decided by the Engineer.. The City Inspector will not, however, be authorized to revoke, alter, enlarge, or release any requirement of these Contract Documents, nor to approve or � accept any portion or section of the work, nor io issue any instructions contrary to the requirements of the Contract Documents. He will in no case act as superintendent or � foreman or perform any other duties for the Contractor, or interfere with the management or operation of the work. He will not accept from the Contractor any compensation in any � form for performing any duties. The Contractor shall regard l$ and obey the directions and instructions of the City Inspector or Engineer when the same are consistent with the obligations of the Contract Documents, provided, however, should the � Contractor object to any orders or instructions of the City Inspector, the Contractor may within six days make written appeal to the Engineer for his decision on the matter in � controversy. C5-5 (4) � , � � � � � � L1 � � � C5=5.9 TNSPECTION: The Contr�ctor shall.furnish the Engine�r with every reasonable facility Eor ascertaining whekher or not the work as performed ia in accor3ance with the.requirements �oE the Contract Documents, Yf tfie Engineec so. request�,. the Contractor shall, 3t aay time before accept�nce oE the work, rzsnove or uncovzr. such nortioa of th� f inishPd work as may be 3ir�Cted. After �xamination, the Contractor shatl restorP said portions of the work to the standard required by the Contr.act nocuments. Should the work exposed or examined orove acceptable, the uncovPring or rernoving an3 replacing of the cov�ring o.r making good of the par�s removed shall be pai3 for as �xtra work, hut sl�o�lld be wor'�. so �xQosed or �xamined prove to be �i�acceptable, the unc�vering or removiag and the replacing of, a11 adjacent 3efective or damage3 Qarts shall be at the Contractor's expense. No wor'K sh�lt be done or materials used witliout suit�bte supervisi��n or ins��ction. C�-,�� r,tn��ar n�.• nr��nmT��n ni��UNAUTHORIZED WORK: All wor)c� materials, or equipment which has been reject�d shall be r�medipd or r�rnoved and replaced i-� an acceptable manner by the �ontractor at his own expensP. W�rk done beyond th� lines �nd grades given �r as shown on the plans, exceht as herein specifically provided, or any Gxtra Work done witiiout written authority, wi11 be consi3er_e3 as unauthor.ized and done at the expense of the �ontractor. and will not be paid For by the Own�r. �]ork so done may be ordered removed at the Contractor's expensP. Upon the failure on the part of the Contractoc to comply with any or3er oF the Fngineer mad� under the pr�vi5io�is of this paragraph, the Engineer witl have the authority to cause defective work to be remedied or r2rnoved and renlaced and �nauth�rized work to be remove�3, and tlie cost tPiPreof may be deducteci Er�m any ,�no�iey due or to become ,due to the Contractor. Failure to require the removal qf any def�ctive or unauthorized work shall not constitute acc�ptance of sucti works. E � C5-5.11 SUBSTITUTE MATERIALS OR EQUIPMENT: kf the Specifications, law, ordinaneP, codes or regutations permit Contractor to Furni�h or usE� a substitute that is Pqual to any material or equipment soecified, and if Cont.ractor wishes to � .furnish or us� a proposed substitute, he shall, Prior to the preconstruction conFerence, make written apptication to ENGINEER for approval of such substitute certifying in writing � that the proposed substitute will perEorm adequately the functions callPd for by the general design, be similar and of equal substance to th�t�speciPied and be suited to the same use and capable of perf.orming the same function as that � specified; and identifying all variations oE the proposed t �, � C5-5 (5) � subs�itute Erom th�t specified and indicating availab�e maintenance service.. No substitute shall be ordered or instalted without the written approval of Engineer who will be the judge of the equality and may require Con�ractor to �.Furnish such other data abou� the proposed substitute considers pertinent. No substitute shall be order a he install?d without such performance guarantee and bonds °r Owner. may require which shall be turaished at Coritra�toras expensP. Contractor shall indemniFy �ild hold harmless S and Engineer and anyocle directly or indirec�l �wner either oF them from and a�ainst the claims, ��mamployed bY and expenses (including attorneys fees> arising �ut �E;t.tosses of substituted mat�rials or equipment, he us` C5-5.12 SAMPLES AND TESTS OR MATERIALS: Wher�, in the of the Engineer, or as called for in the Contract Doc mentSn tests of �.naterials or equipment are necessary, such tests will b� made at the expense of and paid For direct to the testing a�Pn�Y hy the Owner unless �therwise specifically Providzd. Th� failure of tlie Owner to make any tests �f materials shalt be in no way relieve the Contr�ctor oF his responsibility of furnishing materials and equipment fully conforming to the requirements of the Contract Documents. Tests and sampling of materials; unl�ss otlierwise soeciEied, will be �nadP in accor3ance with the latest methods prescribed by the American Soci�ty For Tes�ing yat�rials or speciFic requirements of the Owner. The Contractor shall Drovide such facilities as �he Engineer may require tor colle�ting and forwarding samples and shalt not, without specific written p�rmission of the Engineer, use the �naterials represented by the samples until tests hav� been made and the materials approved for use. The Contractor will furnish adequat� samples witliout charge to the Owner, In case of concrete, the aggr�gates, design minimum, and the mixing and transporting equipment shall be a Fngineer before any concrete is pProved by the shall b� r�sponsiblP for re�lacing apy co c�r tedwhhchCdoescnot m:�et t11e requirements of the Contract Oocuments. Tests shall be made at least 9 days prior to the placing of concrete, �isi;�g samples from the samP aggregate, cement, and mortar which are to be usAd later in tlie concrete. Should the source of supply change, new tests shall be made prior to the us� oF the new matc�rials. C5-5.13 STORAGE OF MATERIALS: All materials which are to be used in the construction operation shall be stored so as to insure the preservation of the quality and fitness oF the work. When directed by the Engineer, �hey shall b� placed on wooden platforms or other hard, clean durable surfaces and not on the C5-5 (6) L.� �r ground, and shall be placed under cover when directed. Stored �1 materials shall be placed and located so as to facilitate J prompt inspectio�, • . C5-5.14 FXISTING STRUCTURES AND UTILITIES: The location and �� dimensions shown on the Plans relative to existing utilities are based on the best information available. Omission from, or the inclusion of utility locations on the Plans is not to be � considered as the nonexistence of, or a definite location of, existing underground utilities. The location of many gas mains, water ma�,�s, -condu.its, sewer lines and service lines r°� for all utilities, etc., is unknown to the Owner, and the Owner assumes no responsibility for failure to show any or all �I such structures and utilities on the plans or to show them in � their exact location. It is mutually agreed that such failure� will not be considered sufficient basis for claims for � additional compensation for Extra Work or for increasing the pay quantities in any manner whatsoever, unless an obstruction ('� encountered is such as to necessitate changes in the lines and �� grades of considerable magnitud� or requires the building of special works, provision for which is not made in the Contract D�cuments, in which case the provision in these Contract � Documents for Extra Work shall apply. �� _, It shall be the Contractors responsibility to verify locations � of adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as necessary in the construction process to provide adequate clearances. The Contractor shall take all ; necessary precautions in order to protect all existing utilities, structures and service lines. Verification of existing utilities, structures and service lines shall include � notification of all utility companies at least forty eight (48) hours in advance of�construction including exploratory excavation if necessary. All verification of existing utilities and their adjustment shall be considered as � subsidiary work. �5-5.15 INTERRUPTION OF SERVICE: a. Normal Prosecution: In the normal , work where the in�erruption of service the Contractor, at least 24 hours in �-L be required to: prosectuion of is necessary, advance, shall 1. Noti�y the Water Department's Distribution Division as to location, time, and schedule of service interruption. 4 � CS-5 (7) � � 2. NotiFy each customer personally through responsible personnel as to time and schedule of the interruption of their service, or. 3. In the event that personal no�ifica�ion of a customer cannot be made, a prepared tag form shall be attached to the customer's entrance door knob. The tag sha11 be durable in com�o5ition, and in large bold tyoe shall say: "NOTICE" Due to iJtility Iinprovement in your neighborhood, your (water) (sewer) service will be inter- rupted on between the hours of and This inconvenience will be as short as possible. Thank you, Contractor Address Phone b. Emerqency: In the event that an unforeseen service interruption occurs, notice shall be as above,but immed.i�te. C5-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through acts or neglect on the part of the Contracto.r, any other Contractor or any sub-contractor shall suffer loss or damage on the work, the Contractor agrees to settle with such other ConL.ractor or sub-contractor by agreement or arbitration. If such other Contractor or sub-contractor shall assert any claim against the Owner on account of any damage alleged to have bc�en sustained, the Owner will notify the Contractor, wno snall indemnify and save harmless the Owner against any such claim. C5-5.17 CLEAN-UP: Clean-up of surplus and/or waste materials accumulated on the job site during the prosecution of the work under these Contract Documents shall be accomplished in iceeping with a daily routine established to the the satis�action of the Engineer. Twenty-fours fours after written notice i� given to the Contractor �hat the clean-up on the job sit�� is proceeding in a manner unsatisfactory to the Engineer, if the Contractor fails to correcr the � ''I t�� i�l � � � � � C5-5 ( 8 ) �, � 1 LI � � unsatisfactory procedure, the City may take such direct action �1 as the Engineer.deems app:ropriate to correct the clean-up ; , deficiencies, cited to the �Contractor . in the written. notice, and the costs of such direct action, plus 25� oE such costs, � shall be deducted from monies due or to become due to the � Contractor. Upon the completion of the project as a whole as covered by � these Contract Documents, and before final acceptance and final payment will be made, the Contractor shall clean and � remove from the site of tt-:� project all surplus and discarded � materials, temporary structures, and debris of every kind. He ` shall leave the site of all work in a neat and orderly condition equal to that which originally existed. Surplus and , waste materials removed from the site of the work shall be � disposed of at locations satisfactory to the Engineer. The Contractor shall thoroughly clean all equipment and materials installed by him and shall deliver over such materials and � equipment in a bright, clean, polished and new appearing condition. No extra compensation will be made to the Contractor for any clean-up required on the project. � C5-5.18 FINAL INSPECTION: Whenever the work provided for in 1 and contemplated under the Contract Documents has been � satisfactorily completed and final cleanup performed, the Engineer will n�t�fy �he proper officials of the Owner and �_ request that the Final inspection be made. Such inspection will be made within 10 days after such notification. After � such final inspection, if the work and materials and equipment are found satisfactory, the Contractor will be notified in writing of the acceptance of the same after the proper resolution has been passed by the City Council. No time � charge will be made again.st the Contractor between said date ` of notif ication of the Engineer and the date of f inal inspection of the work, C�J I� ' , � C5-5 (9) �J i� I� �.� '� � ' � � PART C - GENERAL CONDITIONS C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C6-6.1 LAWS TO BE OBSERVED: The Contractor shall at'all times observe and comply with�all Federal and State Laws and City ordinances and regulations which in any way affect the conduct of the work or his oQerations, and shall observe and comply with all orders, laws, ordinances and regulations which exist or which may be enacted later by badies having jurisdiction or authority for such enactment. No plea of misunderstanding or ignorance thereof will be considered. The Contractor and his Sureties shall indemnify and save harmless the City and all of its officers, agents, and employees against any and all claims or liability arising from or based on the violation of any such law, ordinance, regulation, or order, whether it be by himself or his employees. C6-6.2 PERMITS AND LICENSES: The Contractor shall procure all � permits and licenses, pay�all charges, cos�s and fees, and give all notices necessary and incident to the due and lawful prosecution of the work. � w'l � L#J � .. �' C6-6.3 PATENTED DEVICES MATERIALS AND PROCESSES: If the Contractor is required or �esires to use any design, device, material, or process covered by letter, patent, or copyright, he shall provide for such use by suitable legal agreement with the patentee or owner of such patent, letter, or copyrighted design. It is mutually agreed and understood that without exception the contract prices shall include all royalties or cost arising from patents, �trade-marks, and copy rights in any way involved in the work. The Contractor and his sureties shall indemnify and save harmless the Owner from any and all claims for infringement by reason of the use of any such patented design, device, material or process, or any trade-mark or copy right in connection with the work agreed to be performed under these Contract Documents, and shall indemniEy the Owner for any cost, expense, or damage which it may be obliged to pay by reason of such infringement at any time during the prosecution of the work or after completion of the work, provided, however, that the Owner will assume the responsibility to defend any and all suits brought for the infringement of any patent claimed to be infringed upon by the design, type of construction or material or equipment specified in the Contract Documents furnished the Contractor by the Owner, and to hold the Contractor harmless on account of such suits. C6-6 (1) � C6-6.4 SANITARY PROVISIONB: The Contractor sha11 establish and enforce among his employ�es such regulations in regard to cleanliness and disposal of garbage and waste.as will tend to preven� the inception and spread of infectious or contagious diseases and to effectively prevent the creation of a nuisance about the work on any property either public or pri,vate, and such regulations as are required by Law shall be put into immediate torce and eFfect�by the Contractor. The necessary sanitary conveniences for use of laborers on the work, properly secluded from public observation, shall be const.ructed and maintained by the Contractor and their use shall be strictly enforced �y the Contractor. All such Facilities shall be kept in a clean and sanitary condition, free from objectionable odors so as not to cause a nuisance. Al1 sanitary laws and regulations of the State ot Texas and the City shall be strictly complied with. C6-6.5 PUBLIC SAFETY AND CONVENIENCE: Materials or equipment stored about the work shall be so p�laced and used, and the work shall at all times be so conducted, as to cause no greater obstruction or inconvenience to the public than is considered to be absolutely necessary by the Engineer. The Contractor is required to maintain at all times all phases of his work in such a manner as not to impair the safety or convenience of the public, including, but not limited to, safe and convenient ingress and egress to property contiguous to the work area. The Contractor shall make adequate provisions to render reasonable ingress and egress for normal vehicular traffic, except during actual trenching or pipe installation operations, at all driveway crossings. Such provisions may include bridging, placement of crushed stone or gravel or such other means of providiZg.proper ingress and egress for the property served by the driveway as the Engineer may approve as appropriate. Such other means may include the diversion o� driveway traffic, with specific approval by the Engineer. If diversion of traffic is approved by the Engineer at any location, the Contractor shall make arrangements satisfactory to the Engineer at any location, the Contractor shall make arrangements satisfactory to the Engineer for the diversion of traffic, and shall, at his own expense, provide all materials and perform all work necessary For the construction and maintenance of roadways and bridges for such diversion of trafFic. Sidewalks must not be obstructed except by special permission of the Engineer. The materials excavated and the construction materials such as pipe used in the construction of the work shall be placed so as not tc� endanger the work or prevent free access to all fire hydrants, fire alarm boxes, police call boxes, water valves, C6-6 (2) � iJ � � � � a � � � �I gas valves, or manholes in the vicinity. The Owner reserves the right to remedy any neglect on the part of the Contractor as regards to . public convenience and safety yvhicli .may come to its attention, after twenty-four hours notice in writfng to the Contractor, save in cases of emergency when it shall have the right to remedy any neglect without notice, and in either case, the cost of such work done or materials furnished by the Owner or by the City shall be deducted from monies due or to become due to the Contractor. The Contractor, after approval of the Engineer, shall notify the Fire Department Headquarters, Traffic Engineer, and Police Department, when any street or alley is requested to be closed or obstructed or any fire hydrant is to be made inaccessible, and, when so directed by the Engineer, shall keep any street, streets, or highways in condition for unobstructed use by fire apparatus. The Contractor shall promptly notify the Fire Department Headquarters when all such obstructed streets, alleys, or hydrants are again placed back in service. Where the Contractor is required to construct temporary bridges or make other arrangements f or cro�ssing over ditches or streams, his responsibility for accidents in connection with such crossings shall include the roadway approaches as well as the structures of such crossings. The Contractor shall at all times conduct his operation and the use of construction machinery so as not to damage or destroy trees and shrubs located in close proximity to or on the site of the work. Wherever any such damage may be done, the Contractor shall immediately satisfy all claims of property owners, and no payment will be made by the Owner in settlement of such claims.. The Contravtor shall file with the Engineer a written statement showing all such claims adjusted. [� C6-6.6 PRIVILEGES OF CONTRACTOR IN STREETS, ALLEYS, AND �� RIGHT-OF-WAY: For the performance of the contract, the Contractor will be permitted to use and occupy such portions � of the public streets and alleys, or other public places or other rights-of-way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be � specifically authorized in writing by the Engineer. A reasonable amount of tools, materials, and equipment for ` construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. Excavated and waste materials shall be piled or j,� stacked in sueh a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed � and so as not to inconvenience occupants of adjacent property. If the street is occupied by railway tracks, the work shall be � C6-6 (3) � � carried on in such manner as not to interfere with operation of trains, loading or unloading ot cars, e�c.� the contractors of the Owner ma for all �ther Y. purposes required by the contract, enter upan.the work and prenii.se� use.d b Contractor and shall be provided'all reasonable facilities and assistance for the completion of adjoining work. Any additional grounds desired by the Contractor for his use shall be provided by him at his own cost and expense. C6-6.7 RAILWAY CROSSINGS: When the work encroaches upon any right-of-way of any railway, the City will secure the necessary easement for the work. Where the railway tracks are to be crossed, ttie Contractor shall observe all the regulations and instructions of the railway company as to the methods of performing the work and take all precautions for safety of property and the public. Negotiations with the� railway companies for permits shall be done by and through the City. The Contractor shall give the City notice not less than five days prior to the time of his intentions to begin work on that portion of the project which is related to the railway properties. The Contractor will not be given extra or additional compensation for such railway crossings unless specifically set forth in the Contract Documents. C6-6.8 BARRICADES, WARNINGS AND WATCHMEN: Where the work is carried on in or adjacent to any street, alley, or public place, the Contractor shall at his own expense furnish, erect, and maintain such barricades, fences, lights and danger signals, shall provide such watchmen, and shall take all such other precautionary measures for the protection of persons or property and of the work as are necessary. Barricades and fences shall be painted in a color that will be visible at night. From sunset to sunrise the Contractor shall furnish and maintain at least one easily visible burning light at each barricade. A sufficient number of barricades shall be erected and �naintained to keep pedestrians away from, and vehicles from being driven on or into, any work under construction or being maintained. The Contractor shall f urnish watchmen and keep them at their respective assignments in sufficient numbers to protect the work and prevent accident or damage. All installations and procedures shall be consistent with the provisions set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways", codified as Article 6701d Veron's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. C6-6 (4) � � � ' �� LJ �� '� I �il � � � � , �� ; The Contractor will not remove any regulatory�s�ign, instructional sign, street name sign,. or other sign which has '� been e�ected by the City. If..it is determined that a sign must be removed to permft required construction, the Contractor shall contact the Transportation and Public Works � department, Signs and Markings Division (phone number 8780-8075), to remove the sign. In the case of r•egulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above l 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 ar if it does not meet the r required specifications, the permanent sign shall be left in place until the �emporary sign requirements are met. When � construction work is completed to the extent that the � permanent sign can be re-installed, tHe Contractor shall again contact the Signs and Markings Division to re-install the � permanent sign and shall leave his temporary sign in place until such re-installation is completed. � The Contractor will be held responsible for all damage to the �'" work or the public due to failure of barricades, signs, �, fences, lights, or watchmen to protect them. Whenever evidence is found of such damage to the work the Engineer may order the damaged portion immediately removed and replaced by � the Contractor at the Contractor's own expense. The Contractor's responsibility for the maintenance of barricades, signs, fences and lights, and for providing watchmen shall not � cease until the project shall have been completed and accepted by the Owner. � No compensation, except as specifically provided in these � Contract Documents, will�be paid to the Contractor for the work and materials involved in the constructing, providing, . and maintaining of barricades, signs, fences, and lights or for salaries of watchmen, for the subsequent removal and �� disposal of such barricades, signs, or for any other incidentals necessary for the proper protection, safety, and convenience of the public during the contract period, as this �' work is considered to be subsidiary to the several items for which unit or lump sum prices are requested in the Proposal. C6-6.9 USE OF EXPLOSIVES, DROP WEIGHT, ETC.: Should the Contractor elect to use explosives, drop weight, etc., in the prosecution of the work, the utmost care shall be exercised at all times so as not to endanger life or property. The Contractor shall notify the proper representative of any public service corporation, any company, individual, or utility, and the Owner, not less than twenty-four hours in `i C6-6 (5) u advance of the use of any activity which might damag� or endanger their or his property along or ad3acent to the work. Where the use of explosives is to be permitted on the as specified in the Special Contract Documents, or the use Cof explosives is requested, the Contractor shall submit notice to the Engineer in writing twenty-Eour hours prior to commencing and shall furnish evidence that he has insurance coverage to protect against any damages and/�r injuries arising out oE such use of explosives. Al1 claims arising out oE the us� oE explosives shall be investigated and a written report made by the Con.tractor�s insurers to the Engineer within ten (10) days aEter receipt of writ�en notice of the claim to the Contractor from eitner the, City or the claimant. The City shall proceed to give notice to the Contractor of any such claim. The use of explosives may be suspended by the Engineer if any com�laint is received and such use shall not be resumed until the cause of the complaint has been addressed. Whenever explosive� are stored or kept, they sha11 be stored in a safe and secure manner and all st�rage places sha11 be plainly marked "DANGEROUS EXPLOSIVES" and shall be under the care of a competent watchman at all times. All vehicles in which explosiv�s are being transported shall be plainly marked as mentioned above and shall, insoFar as possible, not use heavy traPfic routes. C6-6.10 WORK WITHIN EASEMENTS: Where the work passes over, through, or into private property, the Owner will provide such right-of-way or easement privileges as the City may deem necessary for the prosecution of the work. Any additional rights-of-way or work area considered necessary by the Contract�r shall be provided by him at his own expense. Such addi�ional rights-of-way or work area shall be acquired for the benefit of ttie City. The City shall be notified in writing $S t0 tt'1@ riQht-s �n anrtni roA 1�oF...-.. .._�i_ L___ __ __ �._ _ aL�ecLea area. The Contractor shall not ent property for any purpose without having pre permission from the owner of such property. will not be allowed to store equipment or mat property unless and until the specified a property owne.r �►as been secured in writing k and a copy furnished to the Engineer. Unles provided otherwise, the iontractor sh rights-of-way or easements� oE obstructions removed to make possible proper prosecuti,on part of the project construction operations. shall be responsible for the preservation o - -� ----- - er upon private �iously obtained The Contractor erial on private �proval oE the y the Contractor s specifically all clear all wh ich must be of the work as a The Contractor f and shall use C6-6 (6) � � every precaution to p.revent damage to all trees, shrubbery, � plants, lawns, fences, culverts, curbing, and all other types of stx.uc.tures or improvements, .to all water, sewer,.and.gas lines, to all conduits, overhead�pole lines, or appurtenances thereof, including the construction of temporary fences, and � to all other public or private property along adjacent to the work. � The Contractor shall notify the proper representatives of owners or occupants of public or private lands or interest in lands which might be�afi�cted by the work. Such notice shall � be made at least 48 hours in advance of the beginning of the work. Notices shall be applicable to both pubiic and private utility companies or any corporation, company, individual, or other, either as owners or occupants, whose land or interest � in land might affected by the work. The Contractor shall be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or Q misconduct in the manner or method or execution of the work, or at any time due to defective work, material, or equipment. When and where any direct or indirect or injury is done to public or private property on account oP any act, omission, neglect, or misconduct in the execution of the work, or in consequecice of the non-execution thereof on the part of the Contractor, he shall restore or have restored at his own cost and expense such property to a condition at least equal to that existing before such damage or injury was done, by repairing, rebuilding, or otherwise replacing and restoring as may be directed by the Owner, or he shall make good such damages or injury in a manner acceptable to the owner of the property and tlle 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, Pither wire mesh or barbed wire is to be crossed, the Contractor shall set cross braced posts on � either side of permanent easement before the fence is cut. Should additional fence cuts be necessary, the Contractor shall provide cross braced posts at point of the proposed cut in addition to the cross braced posts provided at the f� permanent easements limits, before the fence is cut. Temporary fencing shall be erected in place of the fencing � removed whenever the work is not in progress and when the � sit.e is vacated overnight, and/or at all times to prevent livestock from entering the construction area. The cost for fence removal, temporary closures and replacement shall be � subsidiary to the various items bid in the project I� C6-6 (7) ��; i`�� proposa,l. ThereFore, no separate payment shall be all�owed for any service associated with this wor;r. � In case of failure on the part of ttie Con,t�adtor to restore such property to make good such damage or injury, the Owner may, upon 48 hour written notice under ordinary circumstances, and without notice when a nuisance or hazardous condition results, oroceed to repair, rebuild, �r otherwise restore such property as may be dete.rmined by the Owner to be necessary, and the co5 t ther,�by wi 11 be deducted from any monies due or to become due to the Contracto.r under this Contract. C6-6.11 INDEPENDENT CONTRACTOR: It is understood and agr�ed by the oarties h�reto that Contractor shall perform all wor'K and services hereunder as an independent contractor, and not as an ofEicer, agent, servant or employee oP the Owner. Contr..�ctor shall have exclusiv� control of and the exclusive right to control the details of all the work and services p�rformed hereunder, and all persons performing same, and shall be solely responsible Eor the acts and omissions of its officers, agents, servants, employees, contractors, subcontractors, license�s and invitees. The�doctrine of respondeat superior shall not apoly as between Owner and iontracto.r, its officers, agents, em�loyees, contractors and subcontractors, and not'ning her`in shall be construed as creating a partnership or joint enterprise between Owner and Contractor. C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contract�r covenants and a�rees to, and does hereby indemnify, hold harmless and defend Owner, its oFficers, agents, servants, and employees from and against any an all claims or suits for property damag� or loss and/or personal injury, including death, to any and all persons, of whatsoever kind or character, whether rzal or asserted, arising out of or in connection with, directly or indirectly, the work and 5ervices to be perfo rmed hereunder by Contractor, its officers, agents, employees, contractors, subcontractors, licensees or iiivitees, whether or not caused, in whole or in part, by alleqed negligence on the part of officars, agents, servants, employees, contractors, subcontractors, licensees and invitees of the Owner; and said Contractor does hereby covenant and agree to assume all liability and responsibility of Owner, its ofFicers agents, servants and employ�es tor property damage or loss, and/or personal injuries, includiZg death, to any and all persons of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be perFormed hereunder by Contractor, its officers, agents employees, contractors, subcontractors, licensees and invitees, whether or not caused, C6-6 (8) � ' � ul � �I L_J L'J � �'� � � � l! , � � � in whole or in part, by alleged negligence of offfcers, agents, servants, employees, contractors, subcon�ractors, licensees or invitees of the Owner. Co�ntractor likewis.e covenants and agrees to, and does hereby, indemnify and hold harmless Owner from and against any and all injuries,loss or damages to property of the Owner during the performance ot any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from, in whole or in part, any and all alleged acts or omissions of oFficers, agents, servants, employees, contractors, subcontractors, licenses, or invitees .of the Owner. - In the event a written claim for damages against the contractor or its subcontractors remains unsettled at the time all work on the project has been completed to the satisfaction of the Director of the Water Department, as evidenced by a final inspection, final payment to the Contractor shall not be recommended by the Director of the Water Department for a period of 30 days after the date of such tinal inspection, unless the Contractor shall submit written evidence satisfactory to the Director that the claim has been settled and a release has been obtained from the claimant involved. � If the claim concerned remains unsettled as of the expiration of the above 30-day period, the Contractor may be deemed to be ° entitled to a semi-final payment for work completed, such �, semi-final payment to be in an amount equal to the total dollar amount then due less the dollar value of any written �� claims pending against the Contractor arising out of the ' performance of such work, and such semi-final payment may then be recommended by the Director. �� The Director shall not recommend final payment to a Contractor t against whom such a claim for damages is outstanding for a period of six months following the date of the acceptance of ° the work performed unless the Contractor submits e.vidence in � writing satisfactory to the Director that: 1. The claim has been settled and a release has been obtained from the claimant involved, or 2. Good faith efforts have been made to settle such outstanding claims, and such good faith efforts have failed. If condition (1) above is met at any time within the six month � period, the Director shall recommend that the final payment to " the Contractor be made. If condition (2) above is met at any time within the six month�period, the Director may recommend r" that the final payment to the Contractor be made. At the �, � C6-6 (9) �J � expiration of the six month period the Director may recommend that final payment be made if a11 other work has been performed �nd all other obligations of.the Contractor have been me� to the satisfact,ion o� the Oirector, � The Dir �ctor may, if he deems it appropriate, reFuse to accept bids on other Water Department Contract work from a�ontractor against whom a claim for damages is outstanding as a result of work p�rformed under a City contract. C6-6.13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor claim compensation for any alleged damage by reason of the acts or omissions oE the Owner, he shall within three days after the actual sustaining of such alleged damagA, make a written statement to the Engineer, setting out in detail the nature of the alleged damage, and on or bePore the 25th day of the�month succeeding that in which any such damage is claimed to have been sustainPd, the Contractor shall file with the Engineer an itemized statement oE tne details and amount of such alleged damage and, upon request, shall givP the Fngineer access to all books of account, receipts, vouchers, bills of lading, and other books or papers containing any evidence as t� the amount of such all?ged darnage. Unless sucli statements sha11 be file3 as hereinabove required, the Contractor's ctaim For compensation shall be waivAd, and he shall not be entitled to payment on account of such damages. C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIESS ETC.: In case it is necessary to change, move, or alter in any manner the property of a public utility or others, the said p.roperty shall not be moved or interfered with until orders thereupon have been issued by the Engineer. The right is reserved to the owners oE public utilities to enter the geographical limits of the Contract for the purpose of making such changes or repairs to their property that may be necessary by the performance of this contract. C6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS: Whea existing sewer lines havz to be taken up or removed, the Contractor shall, at his own expense and cost, provide and maintain teinnorary outl�ts and connections For all private or public 3rains and sewers. The Contractor shall also take care of a11 sAwage and drainage which will be received from these drains and sewers, and for this purpose he shal.l provide and maintain, at his own cost and expensA, adequate pumping facilities and temporary outlets or diversions. The Contractor, at his own cost and expense, shall construct such troughs, pipes, or other structures necessary, and be prepared at all times to dispose of draiaage and sewage C6-6 (10> 1 a I_ J � � � � � � �I a II� ' a a � ' � �� L� � �i received f rom these temporary connections until such times as the permanent connections are built and are in servfce. The existing sewers and connectiqns sha11 be kept in service and maintained under the�Contract, except when specified or ordered to be abandoned by the Engineer. All water, sewage, and other waste shall be disposed of in a satisf actory manner so that no nuisance is created and so that the work under construction will be adequately protected. C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THE CITY: When the Con�ractor desires �o use City water in connection with any.construction work, he shall make complete and satisfactory arrangements wi�h the Fort Worth City Water Department for so doing. � City water Furnished to the Contractor shall be delivered to the Contractor from a connection on an existing City main. Al1 piping required beyond the point of delivery shall be � installed by the Contractor at his own expense. The Contractor's responsibility in the use of all existing � fire hydrant and/or valves is detailed in Section E2-1.2 USE OF FIRE HYDRANTS AND VALVES in these General Contract !' Documents. �� When meters are used to measure the water, the charges, if � any, for water will be at the regular established rates. When meters are not used, the charges, if any, will be as � prescribed by the City Ordinance, or where no ordinance applies, payment shall be made on estimates and rates established by the Director of the Fort Worth Water r-, Department. `J C6-6.17 USE OF A SECTION OR PORTION OF THE WORK: Whenever, in the opinion of the �ngineer, any section or portion of the " work or any structure is in suitable condition, it may be put �' into use upon the written order of the Engineer, and such usage shall not be held to be in any way an acceptance of said � work or structure or any part thereof or as a waiver of any of the provisions of these Contract Documents. All necessary repairs and removals of any section of the work so put into use, due to defective materials or workmanship, equipment, or �'� to deficient operations on the part of the Contractor, shall �� be performed by the Contractor at his own expense. C6-6.18 CONTRACTOR'S RESPONSIBILITY FOR THE WORR: Until written acceptance by the Owner as provided for �n these Contract Documents, the work shall be under the charge and �, care of the Contractor, and he shall take every necessary precaution to prevent injury or damage to the work or any part L.� C6-6 (11) � thereof by action of the elements or frqm any cause whatsoever,� whether arising from the execution or nonexecution of the work. The Contractor shall rebuild, repair, res�or�, and make good at his own expense all injuries or damage �p a�y portion of the work occasioned by any of the hereinabove causes. C6-6.19 NO WAIVER OF LEGAL RIGHTS: Inspection by the Engineer or any order by the Owner by paym�nt of money or any payment for or acceptance of any work, or any extension of time, or any possession taken by the City shall not operate as a waiver of any provision of the Contract Documents. Any waiver of any breach or Contract shall not be held to.be a waiver of any other or subsequent breach. The Owner reserves the right to correct any error that may be discovered in any estimate that may have been paid and to adjust the same to meet the requirements of the Contract Documents. C6-6.20 PERSONAL LIABILITY OF PUBLIC OFFICIALS: In carrying out the provisions of these Contract Documents or in exercising any power of authority granted thereunder, there shall be no liability upon the authorized representatives of the Owner, either personally or otherwise as they are agents and representatives of the City. C6-6.21 STATE SALES TAX: On a contract awarded by the City of Fort Worth, an organization which qualifies tor exemption pursuant the provisions of Article 20.04 (H) of the Texas Limited Sales, excise, and Use Tax Act, the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued by the Contractor in lieu of the tax shall be subject to an3 shall comply with the provisions of State Comptroller's Ruling .011, and any other applicable State Comptroller rulings pertaining to the Texas Limited Sales, Excise, and Use Tax Act. On a contract awarded by a developer for the construction of a publicly-owned imp.rovement in a street right-of-way or other easement which has been dedicated to the public and the City of Fort Wor�h, an organization which qualifies for exemption pursuant to the provisions of Article 20.04 (H) ot the Texas limited Sales, Excise, and Use Tax Act, the Contractor can probably be exemp�ed in the same manner stated above. C6-6 (12) li �� i � LJ � ' ' ' ' 1 ' ' ' ' ' L� � Limited Sale, Excise and Use Tax permits and in�ormation can be obtained from: Comptroller of Public Accounts Sale Tax Division Capitol Station Austin, TX C6-6 (13) � Y � PART C - GENERAL CONDITIONS C7-7 PROSECUTION AND PROGRESS � • . � SECTION C7-7 PROSECUTION AND PROGRESS: C7-7.1 SUBLETTING: The Contractor shall perform with his own � organization, and with the assistance of workman under his � immediate superintendance, work of a value of not less than � fifty t50$) percent of the value embraced in the contrac t. If � the Contractor sublets any part of the work to be done under these Contract Documents, he will not under any circumstances be relieved of the responsibility and obligation assumed under these Contract Documents. All transactions of the Engineer Q will be with the Contractor. Subcontractors will be considered only in the capacity of employees or workmen of the Contractor and shall be subject to the same requirements as to � character and competency. The Owner will not recognize any subcontractor on the work. The Contractor shall at all times, when the work is in operation, be represented either in person � or by a superintendent or other designated representatives. � �� _� � � C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not assign, transfer, sublet, convey, or otherwise dispose of the contract or his r�gh�s, 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 consant, assign, transfer, sublet, convey, br otherwise dispose of the contract or his right, title, or interest therein or any part thereof, to any person or persons, partnership, company, firm, or corporation, or does by bankruptcy, voluntary or involuntary, or by assignment under the insolvency laws of any state, attempt to dispose of the contract may, at the option of the Owner be revoked and annulled, unless the Sureties shall successfully complete said contract, and in the event of any such revocation or annulment, any monies due or to become due under or by virtue of said contract shall be retained by the Owner as liquidated damages for the reason that it would be impracticable and extremely difficult to fix the actual damages. � C7-7.3 PROSECUTION OF THE WORK: Prior to beginning any � construction operation, the Contractor shall submit to the Engineer in five or more copies, if requested by the Engineer, a progress schedule preferably in Chart or diagram form, or a � brief outlining in detail and step by step the manner of �� C7-7 (1) � ° I� prosecuting the work and ordering materials and equipm�nt which he expects to follow in order to complet� the project in the scheduled time. There shall also be submitted a table oF estimated amounts to be earned by the Contractor durinc� each monthly estimate period. The Contractor shall commence the work to be performed undPr. this contract within the time limi� stated in these Contract Documents and sliall conduct �he work in a continuous manner and with sufficient equipment, materials, and labor as is necessary to insure its completion within the time limit. The sequence requested of all construction operations shall be at all times as specified in the Special Contract n�cuments. Any :cleviation from scuh sequencing shall be submitted to the Engineer for his approval. Contractor shall not proceed with any �deviation until he tias r;�ceived written approval fram the Engineer. Such specification or approval by the Engineer shall not relieve the Contractor from the full responsibility of the complete performance of the Contract. I� � � � f `_J � The contract time may be changed only as set fo.rtti in Section � C7-7.8 "Extension of Time of Completion" of this Agreement, and a progress scnedule shall not constitute a change in the ,� contract time. C7-7.4 LIMITATIONS OF OPERATIONS: The working operations shall at a11 times be conducted by the Contractor so as to create a minimum amount of inconvenience to tile 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 necessary Eor the proper �xecution of the work, the Engineer may require the Contractor to finish the section on which operations are ia progress beEore the work is commenced on any additional section or street.� C7-7..5 CHARACTER OF WORKMEN AND E UIPMENT: Local labor snall be used by the Contractor is avai�able, � br ing in f rom outs ide the City o.E Fort Worth his tkey men and his superintendent. Alt oti�er workmen, including equipment operators, may be import�d only after the loc�l supply is exti�usted. The Contractor shall employ only such supPrintendents, fore�nen, and workmen who ar� careEut, competent, and fully qualiF_ied to nerForm thp duties or tasks a.�signPd to them, and the Engineer may demand and secure the summary dismissal oP any person or persons employed by the Contractor in or about or on the work who, in the opinion oF the Owner, sha11 misconduct himself or be Eound to b� inco►npetent, disrespectful, internperate, dishonest, or C7-7 (2) � Y J � 0 I� f �_'� C' , otherwise objectionable or neglectFut in�the proper performance oE his or their duties, or who neglects or reEuses to eomply with or carry out the �irections of the Owner., and s�ich person or persons shatl nbt be employed again �thereon without written consent of the Engineer. All workme.a shall have sufficient skill, abi�ity_, and experience to properly perform the work assigned to them and operat? aay ?quipment necessary to properly carry out the pert-ormance oF the assigned dutiPs. The Contractar shall.furnish and maintain on the work a11 suc11 � equipcnent as is considered to be necessary for p.rosecution of the work in an acreptable manner and at a satisEactory rate of �progress. Al1 equipment, tools, and machinery used For , handling matQrials and executing any part of the work shall be subject to the approval oF �che Engineer and shall bF maintained in � satisfactory, safe and efficient working (� condition. Equi�ment on any portion oP the work shall be such �� that no injury to the work, workm�n oz adjacent �roperty will result from its use. C7-7.6 WORK SCHEDULE: Elapsed working days shall be computed st�rting with �he first day of wor'K compl�ted as defined in �1-1.23 "vJORKING DAY" or t�ie d�te stiQulated in the "'vVORK OROER" �or beginning work, whichever comes first. Nothin� in these Contract nocuments shall be construed as �� prohibiting the Contractor from working on Satutday, Sunday o.r ! Legal Holidays, providing that the fotlowing requirements are met; a. A request to work on a specific T�egal Holiciay �nust be made to the than the proceeding Thursday. Saturday, Sunday or Engineer no later b. Any work to be done �n the project on such a speciEic �aturday, Sunday or Legal Holiday must be, in the opinion of the Engineer, essential to the timely comPletion of the project. The Engineer's decision shall be final in response to such a request for approval to work on a speciEic Saturday, Sunday or Legal Holiday, and no extra compensation shall be allowed to the Contractor For any work performed on such a specific Saturday, Sunday or Legal �oliday. Calendar Days shall be deEined in C1-1.24 and the Contractor may work as he so desires. � C7-7 (3) u C7-7.7 TIME OF COMMENCEMENT AND COMPLETION: The Con�ractor shall commence the working operations withfn the specified in the Contract Documents and set forth in thetlme Order. Failure to do so shall be considered by �he Owner �as abandonment of the Cont�ract by the Contractor and the pWn�r may proceed as he sees fit. The Contractor shall maintain a rate of progress such as will insure that the whole work will be performed and the premises cleaned up in accordance with the Contract Documents and within the time establishPd in such documents and such extension of time as may be properly authorized by the Owner. C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor's request for an extension of time of completion shall be considered only when the request for such extension is submitted in writing to the Engineer within seven days trom and atter the time alleged cause of delay shall have occurred. Should an extension of the time of completion be requested such request will be forwarded to the City Council for approval . In adjusting the contract time for completion of work, consideration will be given to untorseeable causes beyond the control of and without the fault or negligence of the Contractor, including but limited to acts of the public enemy, acts of the Owner, fire, flood, tornadoes, epidemics, quarantine restrictions, strikes, freight embargoes, or delays of sub-contractors due to such causes. When the date of completion is based on a calendar day bid, a request for extension of time because of inclement weather will not be considered. A request for extension of time due to inability to obtain supplies and materials will be considered only when a review ot the Contractor's purchase order dates and other pertinent data as requested by the Engineer indicates that the Contractor has made a bonafide attempt to secure delivery on schedule. This shall include effor�ts to obtain the supplies and materials from alternate sources in case the first source cannot make delivery. If satisfactory execution and completion of the contract should require work and materials in greater amounts or quantities than those set forth in the approved Contract Documents, then the contract time may be increased by Change Order. C7-7.9 DELAYS; The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide inforination or material, if C7-7 (4) , �1 � any, which is to be furnished by the City. When suc� extra �� compensation is claimed a written statement thereo� shall be presented by.the Cor�tractor to the Engimeer and if by him found correct shall be approved and rePerred by hfm �o the � Council for final approval or disapproval; and the action thereon by the Council shall b� final and binding. If delay is caused by specific orders given by the Engineers to s�op work, or by the performance of extra work, or by the failure � ot the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application �'9 for which shall, however, be subject to the approval of the ,; City Council; and no such extension of time sha11 release the Contractor or the surety on his performance bond from all his �� obligations hereunder which shall remain in full force until � the discharge of the contract. C7-7.10 TIME OF COMPLETION: The time of completion is an p essential element of the contract. Each bidder shall indicate in the appropriate place on the last page of the Proposal the number of working days or calendar days that he will require � to fully complete this contract or the time of completion will be specified by the City in the Proposal section of the contract documents. � The number of days indicated shall be a realistic estimate of the time required to complete the work covered by the specific contract being bid upon. The amount of time so stated by the Q successful bidder or the City will become the time of completion specified in the Contract Documents. �. � � ► For each calendar day that any work shall remain uncompleted after the time specified.in the Contract Documents, or the increased time granted by the Owner, or as automatically increased by additional work or materials ordered after the contract is signed, the sum per day given in the following schedule, unless otherwise specified in other parts of the Contract Documents, will be deducted from monies due the Contractor, not as a penalty, but as liquidated damages suffered by the Owner. AMOUNT OF CONTRACT Less than $ 5,000 ` $ 5,001 to $ 15,000 1� $ 15,001 to $ 25,000 $ 25,001 to $ 50,000 $ 50,001 to $ 100,000 � $ 100,001 to $ 500,000 L.� C7-7 (5) inclusive $ inclusive $ i.nclus ive $ inclusive $ inclusive $ inclusive $ 35.00 45.00 63.00 105.00 154.00 210.00 G $ 500,001 to $1,000,001 to $2,000,001 and over $1,000,000 inclusiqe $ $2,000,000 inclusive $ ' $ The parties her t d� 315.00 42�.00 630.00 e o un erstand and agree that any harm to the City caused by the Contractor s delay in completing the work hereunder in the time specitied by the Contract�Documents would be incapable or very difEicult oF accurate estimation, and that the "Amount oF Liquidated Damages Per Day", as �ot out abovP, is a reasonable Forecas� of just comPe.nsation due the City for harm caused by any delay. C7-7.11 SUSPENSION BY COURT ORDER: The Contractor sha11 suspend operations on such part or parts Q.f the work ordered by a.ny court, and will not be entitled to additional compensation by virtue of such court order. Neither will h� be liable to the City in the event the work is suspended by a Court Order. Neither will the Owner b:� liable to the Contractor by virtue oF any Cou.rt �rder or action fo.r which the Owne.r is not solely responsible. C7-7.12 TEMPORARY SUSPENSION: The Owner shall h�ave the right to suspend the work ooerati�n wholly �r in part for such Qeriod or oeriods of time as he may deem necessary due to unsuitable weather conditions or any other unfavorable conditions which in the opinion of the Owner or Engi:�eer 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, Eor any reason, the Owner will mak� no extra payment for stand-by time of const.ruction equipment and/or construction crews. If it should become necessary to suspend work for aa indefinite period, the Contractor shall store all materials in such _manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he sha11 take every precauti�n to prevent damage or deterioration of the work.�Pcformed; he shall provide suitable drainage about the work, and erect tem�orary structures where necessary. Shoutd the Contractor not be abl� to complete a portion of the project due to causes beyond the control of and without the fault or negligence o� the Contractor as set Eorth in Paragraph C7-7,8 EXTEHSION OF THE 'I'IME OE' COMPLETION, and should it be determined by mutual cons�nt of the Contractor and the Engineer that a solution to allow construction to proceed is not available within a reasonable period of time, then the Contractor may be reimbursed for the cost of moving his �quipment off the job and returning the necessary equipment to the job when it is determined by the Engineer C7-7 (6) LJ � that construction �nay be resumed. Such reimbursement shall be � based on actual cost to the Contractor of moving the equipment and no protit will be allowed. No reimbursement shalt be allowed if_ the equipment i� mov�d to � another construction oroject for the City of Fort v�orth. The Contractor shall not suspend work without written notice � from the EngineAr and shall proceed with the work operations promptly when notiEied by the Engineer_ to so resume operations. � � � � � L.I � �_ � C7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY: Whenever, because of National Frnergency, so declared by the President oE the United States or other �awful authority, it becomes impossible for the Contractor to obtain all oF the necessary labor, materials, and equipment for the �rosecution �� the work with reasonable continuity Eor a period o�' two months, the Contractor shall within seven days notify the City in writing, giving a detailed statement oE the efEorts which �ave bPen madc� and listing all necessary items of labor, materials, and equipment not obtainable. . If, after investigations, the Owner finds that such conditions existing and that the inability oE the Contractor to oroceed is not attributable in whole or in part to the fault �r sieglect of the Contract, then i.f_ the Owner cannot after reasonable effort assist the Contractor in procuring and making available the ne�`ssary labor, materials and equipment within tllirty days, the Contrac tor may request the Owner to terminatp the contract and the Ownzr may comply witli the request, and the termination shall be conditioned and based uoon a Final settlement mutually acceptable to both thz Owner and thP Contractor and final payment shall be made in accordance with the terms of th� agreed se�tlement, which shatl include, but not bA limited i:o, the payment for all work executed but no anticipated orofits on work which has not been perf�rmed. C7-7.14 SUSPENSION (�R ABANDONMENT f1F THE WORK AND ANNULMENT OF � CONTRACT; The work operatioas on all or any�portion or section of the work under Contract s'nall be suspended immediately on written order �E the Engineer or the Co,ntract may be declared cancelled by the City Council for any good and � sufficient cause. The following, by way of example, but not oE limitation, may be considered gr�unds Eor suspension or cancellation; � �l u � a. Failure of the Contractor to commence work operations within the time specified in the Work Order issued by the Owner. C7-7 (7) �I �� b• Substanti�t evidence that progress of the ' operations by Contractor is insuff icienE �to complete the work within the speciFied time. c. Failure of the Contractor to sufEicient labor and equipment the working operations. provide and maintain ' to properly execute d. Substantial evidence that the Contractor has abandoned the work. e. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the work satisfactorily, f. Failure on the part oF the Contractor to observe� any requirements of the Contract Documents or to comply with any orders given by the Engineer or Owner provided for in these Con�r�ct nocuments. g. Fai].ure of the Contractor promptly to make good any defect in mat�rials or workmanshin, or any deEects oE any nature the correction of which has been directed in writing by the Engineer r�r tne �wner. h, Substantial evidence of of illegally procuring a fraud on the City in the contract. collusion for the purpose contract or perpetrating construction of work under i• A substantial indication that the Contr.�ctor has made an unauthorized assignment of the contract or any f unds due ther�f rom f or 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 Contractor commences legal action agaiast the Owner. A copy of the suspension order or action of the City Council shall be s�rved on the Contractor's Sureties. When work is suspended for any cause or causes, or when the contract is cancelled, the Contractor shall discontinue the work or such oart therzoF as the Owner shall designate, whereupon the Sureties may, at their option, assume t.he contract or that portion ther2oF which the Owner has ordered the Contractor to discontinue, and may perEorm the same or may, with the written C7-7 (8) � � � 1 ' � � � t ' Ir l u 1 ' � � ' ■s� -, � consent of the Owner, sublet the work or that portion o� the � work as taken over, provided however, that the Sureties shal.l exercise their option, if at all, within two weeks after the written�notice to discontinue the work has been served upon � the Contractor and upon the Sureties or their authorized agents. The Sureties, in such event shall assume the Contractor's place in all respects, and shall be paid by the Owner for all work performed by them in acco�dance with the � terms of the Contract Documents. All monies remaining due the Contractor at the time of this default shall thereupon become due and payable to the Sureties as the work progresses, � subject to all of the terms of the Contract Documents, `' In case the Sureties do not, within the hereinabove specified time, exercise their right and option to assume the contract � resPonsibilities, or that portion thereof which the Owner has ordered by the Contractor to discontinue, then the Owner shall have the power to complete, by contract or otherwise, as it � may determine, the work herein described or such part thereof as it may deem necessary, and the Contractor hereto agrees that the Owner shall have the right to take possession of and � use any materials, plants, tools, equipment, supplies, and property of any kind provided by the Contractor for the '� purpose of carrying on the work and to procure other tools, equipment, materials, labor and property for the completion of ° the work, and to charge to the account of the Contractor.of � said contract expense for labor, materials, tools, equipment, and all expenses incidental thereto. The expense so charged � shall be deducted by the Owner from such monies as may be due or may become due at any time thereafter to the Contractor under and by virtue of the Contract or any part thereof. The Owner shall not be required to obtain the lowest bid for the � work completing the contract., but the expense to be deducted ` shall be the actual cost of the owner of such work. � � Q � �: , � � In case such expenses shall exceed the amount which would have been payable under the Contract if the same had been completed by the Contractor, then the Contractor and his Sureties shall pay the amount of such excess to the City on notice from the Owner of the excess due. When any particular part of the work is being carried on by the Owner by contract or otherwise under the provisions of this section, the Contractor shall continue the remainder of the work in conformity with the terms of the Contract Documents and in such a manner as to not h•inder or interfere with performance of the work by the Owner. C7-7.15 FULFILLMENT OF CONTRACT: The Contract will be considered as having been fulfilled, save as provided in any bond or bonds or by law, when all the work and all sections or parts of the project covered by the Contract Documents have C7-7 (9) been finished and completed, the final inspection made by the Engineer, and the final acceptance and final payment made by the Owner. C7-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER: A. NOTICE OF TERMINATION: The performance of the work under this contract may be termi�ated by the Owner in whole, or froin time to time in part, in acco�dance with this section, whenever th� Owner shall determine that such termination is in the best int�rest of the Owner. Any sucn termination shall be effected by mailing a notire oF termination to the �ontractor specifying the extent to which performance oP work under the contract is terminated, an3 the date upon which such termination becomes Pffective. Receipt of the notice shal.l be deemed co,nclusively presumPd and established when the letter is placed in the United States �iail by the Owner. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no prooF in any claim, demand or suit shall be required of the Owner regarding such discretionary ac�ion. B• CONTRACTOR ACTION: After receipt of a notic� of termin�tion, aad except as otherwise directed by the Enginzer, the Con�ractor shall: l. Stop work under tlte contract on �he date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for ma�erials, services or facilities except as ►nay be necessary for completion oF such portion oE the work under the contract as is not terminated; 3, terminate all orders and subcontracts to the extent that they relate to the performance o� work terminated by the notice o.� termination; 4. transfer title to the Owner and deliver in the manner, at the times, and to the extent, iP any, dir�cted by the Engineer: C7-7 (10) U �� a. the fabricated or unfabricated parts, work in process, comple�ted work, supplies and othex ma�erial produced as a part of, or acquired in connection wi th the per f ormance of , the work terminated by the notice of termination; and . the completed, or partially completed plans, drawings, information and other property which, if the contract had been completed, would have been required to be fnrnished to the Owner. � b. � � � 5, complete performance of such part of the work as shall not have been terminated by the � notice oF termination; and 6. take such action as may be necessary, or as the Engineer may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the Owner has or may acquire the rest. At a time not later than 30 days after the �'' termination date specified in the notice of � termination, the Contractor may submit to the Engineer a list, certified as to guantity and Q guality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by the Engineer. Not later than 15 days � thereafter, the Owner shall accept title to such ° items provided, that the list submitted shall be subject to verification by the Engineer upon '" removal of the items or, if the items are stored, � within 45 days from the date of submission of the list, and any necessary adjustments to correct the � list as submitted, shall be made prior to final settlement. �, � � C. TERMINATION CLAIM: Within 60 days after notice of termination, the Contractor shall submit his termination claim to the Engineer in the form and with the certification prescribed by the Engineer. Unless one or more extensions in writing are granted by the Owner upon request of the Contractor, made in writing within such 60-day period or authorized extension thereof, any and all such claims shall be conclusively deemed waived. C7-7 (11) � � �. AMOUNTS: Subject tio the p.rovisions oE Itein C7-7.16(C), the Contractor and Owner may agree upon the whole .or apy part o� -the amount or amounts to be paid to the�Contractor�by reason of the total or partial termination of work pursuant here�o� provided, that such agreed amount or amounts shall never exceed the to�al contract price as reduced by the amount of payments otherwise made and as further reduced by the contract price of work not terminated. The contract shall be amended accordingly, and the Cont.ractor shall be paid the agreed amount. No a�i�ount shall be due For lost or anticipated profits. Nothing in C7-7.16(E) hereaFter, prescribing tne amount to be paid to the Contractor in the event of Eailure oF the Contractor by r.eason of the t�rmination of woric pursuant to this section, shall be dezmed to Limit, restrict or otherwise determine or affect the a mount or �mounts which may be agreed upon to be paid to the Contractor_pursuant to this paragranh, E. FAILURE TO AGREE: In the event oF the failure of the Contractor and the Owner to agree as provided in C7-7.16 (D) upon the whole amount to be eaid to the Contractor by reason of the termination of woric pursuant to this section the Owner shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the iontractor the amounts determined. No amount shall be due for lost or anticipated profits. F. DEDUCTIONS: In arriving at the amount due the contractor under this section, there shall be deducted (a) all unliq uidated advance or other payments on account theretofore made to the Contractor, applicable to the terminated portion of this contract; (b) any claim which the Owner may have against the Contractor in connection with this contract; and (c) the agreed price for, or the proceeds oF sale of, any materials, supplies or other things kept by the Contractor or sold, pursuant to the provisions of this clause, and not otherwise recoverzd by or credited to the Owner. G. ADJUSTMENT: If the termination hereunder be partial, prior to the settlement of the terminated portion of this contract, the Contractor may file with the Engineer a request in writing Eor an C7-7 (12) ' :, �E � � � � � ' ii ' � , � � iJ � , , ��I ' equitable adjustment of the price or prices � specified in the contract relating to the continued portion. of the �ontract (the portion not terminated by the notice o�f termination), such equitable adjustment as may be agreed upon shall be made in � such price or prices; nothing contained herein, � however, shall limit the right of the Owner and the Contractor to agree upon the amount or amounts to � be paid to the Contractor for the completion of the � continued portion of the contract when said contract does not contain an established con�ract � price for such continued portion. " H. NO LIMITATION OF RIGHTS: Nothing contained in this section shall limit or alter the rights which the Owner may have for termination of this contiract � under C7-7.14 hereof entitled "Suspension of Abandonment of the work and Amendment of Contract" � or any other right which Owner may have for default or breach of contract by Contractor. C7-7.17 SAFETY METHODS AND PRACTICES: The Contractor shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the work at all times and shall assume all responsibilities for their enforcement. The Contractor shall comply with federal, state, and local �p laws, ordinances, and regulations so as to protect person and � property f rom injury, including death, or damage in connection with the work, � ' � � � ' � -_ C7-7 (13) ' � L� L!_ PART C -- GENERAL CONDITIONS C8-8 MEASUREMENT AND PAYMENm � SECTION C8-8 MEASUREMENT AND PAYMENT C8-8.1 MEASUREMENT OF QUANTITIES: The determination of � quantities of work perFormed by the Contractor and authorized by the Contract Documents acceptably completed under the terms of the Contract Docur;.ents shall be made by the Engineer, based on measurements made by the Engineer. These measurements will � be made according to the United States Standard Measurements used in common practice, and will be the actual length, area, solid contents, numbers, and weights of the materials and aitems 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 oE all labor, tools, materials, machinery, equipment, �ppliances and appurtenances necessary for the construction of and the completion in a manner acceptable to � the Engineer of all work to be done under these Contract .1 Documents. �� The "Unit Price" shall include all permanent and temporary protection of overhead, surface, and underground structures, cleanup, finished, overhead expense, bond, insurance, patent � fees, royalties, risk due to the elements and other causes, delays, profits, injuries, damages claims, taxes, and all other items not specifically mentioned that may be required to fully construct each item of the work complete in place and in � a satisfactory condition for operation. C8-8.3 LUMP SUM: When in the Proposal a"Lump Sum" is set o forth, the said "Lump Sum" shall represent the total cost for � the Contractor to furnish all labor, tools, materials, machinery, equipment, appurtenances, and all subsidary work necessary for the construction and completion of all the work � to provide a compl�te and functional item as detailed in the Special Contract Documents and/or Plans. a C8-8.4 SCOPE OF PAYMENT: The Contractor shall receive and accept the compensation, as herein provided, in full payment For furnishing all labor, tools, materials, and incidentals for performing all work contemplated and embraced under these � Contract Documents, for all loss and damage arising out of the nature of the work or from the action of the elements, for any unforeseen defects or obstructions which may arise or be � encountered during the prosecution of the work at any time I �9 C8-8 (1) l�l before its final acceptance by the Owner, (except as p.rovided in paragraph C5-5.14) for all risks of whatever description connected with the prosecution of the work, for all expense incurred by or in consequence oF.suspension or discontinua�nce of such prosecuti�on of the working operations as herein specified, or any and all infringements of patents, trademarks, ropyrights, or other legal reservations, and for compteteing the work in an acceptaole manner according to �he terms o� the Contract nocuments. The payment of any current or nartial estimate Prior to Einal acceptance oF the work by the Owner shall ia no way constitute an acknowledgment of the acceptance of the work, materials, c�r equipment, nor in any way prejudice or affect the obligations of t'he Contractor to repair, correct, renew, or replacP at his own_.and proper expense any deFects or imperFections in �h� con-s'truction or in the strength or quality of the mat?rial used or equipment or machinery furnished in or about th� construction of the work under contract and its aPPur�enances, or any dainage due or attributed to such deEects, which defects, imperfection, or damage shall hav2 been discovered on ar before the final inspection and acceptanc� of work or during the one year guaranty period after final acceptance. The Owner shall be the sole judge oE such defects, imperL-ections, or damage, and the Contractor shall be liable to the Owner Eor failure to correct th� same as provided herein. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Between the lst and 5th day ot each month the Contractor shall submit to the Engineer a statement showing an estimate of the value of the work done during the previous month, or estimate p?riod under the Contract Documents. Not later than the lOth day of the month the Engineer shall verify such estimatp, and if it is �ound to be acceptable and the value of work performed since the_last partial payment was made exceeds one hundred dollars ($10A.00) in amount, 90� of such estimated sum will be paid to the Contractor if the total contract amount is less than $400,000, or 95� of such estimated sum will be paid to the Contractor if the total contract amount is $400,000 or greater within twenty-fivz (25) days aFt�r the regular estimate period. The City will have the option of preparing estimates on Forms furnished by the iity. The partial estimate may include acceptable nonperishable materials delivered to the work which are to be incorporated into the work as a permanent part thereof, but which at the the time of the estimate have not been installed. (such payment will be allowed on a basis of 85� oF the net invoice value thereof.> The iontractor shall Eurnish the Engineer such information as he may request to aid C8-8 (2) � a �� f�l � � �� L*J him as a guide in the veriEication or the preparat�ion oF partial estimates. It is understood that the partial estimate from month to month will be approximate only, and all partial monthly estimates and payment will be subject to correction in the estima�e rendered following the discovery of an error in any._ previous estimate,and such estimate shall not, 'in any respec�, be �aken as an admission of the Owner oE the amount of_ work 3one or oF its quality of sufEiciency, or as an acceptance of the work done or the release ot �he Contractor of any oE his responsibilities under the Contract Documents. The City reservPs the right to withhold the payment oE any monthly estimate if the contractor fails to perform the �work strictly in accordance with the specifications or provisions of this contract. C8-8.6 WITHHOLDING PAYMENT: Payment on any estimate �r estimates may be held in abeyance if the perf��rmance oE the constructic�n operations is not in accordance with the requirements of the Contract Documea�ts. '' �8-8.7 FINAL ACCEPTANCE: Whenev�r the improvements provided For by the Contract Documents shall have been eompleted and ' all requir�ments oF the Contract Documents shall have been �I fulfilled on the part of the Contractor, the Contractor shall notify the Engineer in writing that the improvements are ready � for the Einal inspection. The Engineer shall notify thz appropriate officials of the Owner, will within a reasonable time make such final inspection, and if the work is satistactory, in an acceptable conditio�, an�d has been � complet�d ia accordance with the terms of the Contract ` Documents and all approved modiEications thereoP, the Engineer will initiate the processing oE the final estimate and ' recommend final acceptance of the project and final payment �i thereEor as outlined in C8-8.8 below. � C8-8.8 FINAL PAYMENT: Whenev�r all the improvements provided for by the iontract nocuments and all approved modi£ications thereoE shall have been completed and all requir�ments of the Contract Documents have been fulfilled on the part of the � Contractor, a final estimate showing the value of the work will be prepared by the Engineer as soon as the necessary measurements, computations, �nd checks can be made. � � � Al1 prior estimat�zs upon which payment has been made are subject to necessary corrections or revisions in the final payment. ' C8-8 (3) ' The ar�ount of the Final estimate, less previous payments and any sum that have been deducted or retained under the provisions of the Contract Documents, will be paid �o the Contractor within 60 days after final.acceptance by the Owner on a proper resolution of the City Council, provided the Contractor has furnished to the Owner�satisfadtory evidence of payment as follows: Prior to submission oF the final es�imate for payment, the Contractor shall execute an aff'idavit, as £urnished by the City, certiFying that all persons, Eirms, associations, corporations, or otFier organizations turnishing labor and/or materials have been paid in full, that the waqe scale established by the City Council in the City of For� Worth has been paid, and that there are no claims pending for personal injury and/or property damages. The_acceptance.by the Contractor of the last or �inal payment as a`f�resaid shall operate as and shall release the Owner from all claims or liabitities under the Contract for anytliing done or furnished or relating to the work under Contract Documents or any act or neglect oE said City relating �o or connected with the Contract. The making of the final payment by the Ownex shall not relieve the Contractor oF any guarantees or other requ.irements of the Contract Documents which speciEically continue thereaFter. C8-8.9 ADEQUACY OF DESIGN: It is understood that the Owner believes it has employed com�etent Engineers and design�rs to prepare the Contract Documents and all modifications of the approved Contract Documents. It is, therefore, agreed that the Owner shall be respon.sible for the adequacy of its own design features, sufficiency of the Contract Documents, the saFety o� the structure, and the practicability of the opPrations of the completed project, provided the Contractor has complied with the requirements of the said Contract Documents, all approved modifications thereof, and additions and alterations thereto approved in writing by the Owner. The burden of proof of such compliance shall be upon the Contractor to show that he has co�nplied with the said requirements of the Contract Documents, approved modifications therPoP, and all approved additions and alterations thereto. C8-8.10 GENERAL GUARANTY: Neither the final certificate of payment nor any provision in the Contract pocuments nor partial or entire occupancy or use of the premises by the Owner shall constitute an acceptance oF work not done in accordance with the Contract Documents or reliPve the Contractor of liability in respect to any express warranties or resporisibility for faulty materials or workmanship. The Contractor shall remedy any defects or damages in the work and C8-8 (4) �1 �; pay for any damage to other work resulting therefrom which shall appear within a period of one year from the da�e of CP final acceptance of the work unless a longer period is � specified andshall furnish a good and sufficient maintenance bond in the amount of 100 percent of the amount of the contract which shall assure the perFormance of the general �� guaranty as above outline. The Owner will give notice of observed defects with reasonable promp�ness. - ;, C8-8.11 SUBSIDIARY WORK: Any and all work specifically � governed by documentary requirements f or the project, such as conditions imposed by the Plans, the General Contract � Documents or these Special Contract Documents, in which no specific item for bid has been provided for in the Proposal, ` shall be considzred as a subsidiary item of work, the cost of �� which shall be included in the price bid in the Proposal, for � each bid item. Surface restoration, rock excavation and cleanup are general itzms of work which fall in the ca�egory of subsidiary work. �� C8-8.12 MISCELLANEOUS PLACEMENT OF MATERIAL: Mater�al may.be allocated under v�rious bid items in thP Proposal to establish unit prices for miscellaneous placement of material. These � materials sha11 be used only when directed by the Engineer, ' depending on field conditions. Payment for miscellaneous placement of mat•�rial will be made For only that amount of �� material used, measured to the nearest one-tenth unit. �� Payment for miscellaneous placement oF inatzrial shall be in accordance with the General Contract Documents regardless of � the actual amount used for the project. C8-8.13 RECORD DOCUMENTS: Contractor shall keep on record a � copy of all specifications, plans, addenda, modifications, shop drawings and samples at the site, in good order and ' annotated to show all changes made during the construction process. These shall be delivered to Engineer upon completion " of the work. �, ' ' i� � � CS-8 (S) ' LJ - L�. . � • � : - e . �� _ SECTION Cl SUPPLEMENTARY CONDIZ`IONS TO SECTION C 0 e � o � a a a � o- . � - � � a A. � I "'J � � � � 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. B. C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE CONIPLIANCE: Page C3-3 (1), should be deleted in its entirety and replaced with the following: � �, j C. Upon request, Contractor agrees to provide to Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Woman Business Enterprise (WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three (3) years. C3-3.7 BONDS: Page C3-3 (3), the paragraph after subpazagraph d. Change the paragraph to read as follows: � "No sureties will be accepted by the owner which are at the time in default or delinquent on any bonds or which are interested in any litigation against the Owner. All bonds shall be made on the forms furnished by the Owner and the surety shall be acceptable to the � owner. In order for a surety to be acceptable to the City, (1) the name of the surety shall be included on the current U.S. Treasury List of Acceptable Sureties {Circular 870}, or � (2) the surety must have capital and surplus equal to ten times the amount of the bond. The surety must be licensed to business in the state of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list or one-tenth (1/10) of the total � capital and surplus. If reinsurance is required, the company writing the reinsurance must be authorized, accredited or trusteed to do business in Texas." D. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Page C8-8 (2), should be deleted in � its entirety and replaced with the following: Partial pay estimates shall be submitted by the Contractor or prepared by the City on the � Sth day and 20th day of each month that the work is in progress. The estimate shall be proceeded by the City on the lOth day and 25th day respectively. Estimates will be paid within 25 days following the end of the estimate period, less the appropriate retainage as �set out below. Partial pay estimates may include acceptable nonperishable materials � delivered to the work place which are to be incorporated into the work as a permanent � Revised 6/04/99 Pg. 1 � LJ 1 part thereof, but which at the time of the pay estimate have not been so installed. If such materials are included within a pay estimate, payment shall be based upon 85% of the net voice value thereof. The Contractor will furnish the Engineer such information as may be � reasonably requested to aid in the verification or the prepazation of the pay estimate. For contracts of less than $400,000 at the time of execution, retainage shall be ten per f1 cent (10%). For contracts of $400,000 or more at the time of execution, retainage shall (,� be five percent (5%). „ Contractor shall pay subcontractors in accord with the subcontract agreement within five � (5) business days after receipt by Contractor of the payment by City. Contractor's failure to make the required payments to subcontractors will authorize the City to withhold � future payments from the Contractor until compliance with this paragraph is �_ accomplished. It is understood that the partial pay estimates will be approximate only, and all partial pay � estimates and payment of same will be subject to correction in the estimate rendered following the discovery of the mistake in any previous estimate. Partial payment by � Owner for the amount of work done or of its quality or sufficiency or acceptance of the work done; shall not release the Contractor of any of its responsibilities under the Contract Documents. p The City reserves the right to withhold the payment of any partial estimate if the Contractor fails to perform the work in strict accordance with the specifications or other � provisions of this contract. E. C3-3.11 INSURANCE: Page C3-3 (5): Delete subparagraph "a. COMPENSATION INSUR.ANCE" QF. C3-3.11 INSURANCE: Page C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR INSURANCE AND BONDING" G. C6-6.12 CONTRACTOR'S RESPONSIBLITY FOR DAMAGE CLAIMS: Page C6-6 (8), should be deleted in its entirety and replaced with the following: -, Contractor covenants and agrees to indemnify City's engineer and architect, and their �� personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits � for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its � officers, agents, employees, subcontractors, licensees or invitees, whether or not anv such i�:iurv, dama�e or death is caused, in whole or in nart, bv the neQ[iQence or alleged ite�ligence of Owi:er, its ofFcers, servants, or emnlovees. Contractor likewise � covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the perFormance of any of the terms and � conditions of this Contract, whetlzer or not anv such iniury or damaee is caused in t w/:ole or in nart bv the neQliFence or alleged negli�ence of Owner, its officers, servants ; � _. � Revised Pg.2 6/04/99 � 1 i ; ,! L.� � � � � ' ' ' � � ' , , ' ' t � � Revised 6/04/99 or emplovees.. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. Pg. 3 �'J� � a a a 0 � � � � � e � 0 � a of ... _ _�_ � _ _ Special Conditions Details � ., {, � � l� V C � � .; lJ � l �J � L PART D - SPECIAL CONDITIONS D-1 AWARD OF CONTRACT ....................................................................................... SC-3 D-2 SUBMISSION OF CONTRACT DOCUMENTS ...................................................... SC-3 D-3 GENERAL .............................................................................................................. SC-4 D-4 TAX EXEMPTIONS ................................................................................................ SC-6 D-5 PROJECT DESIGNATION ..................................................................................... SC-6 D-6 EQUAL EMPLOYMENT PROVISIONS .................................................................. SC-6 D-7 PRE-CONSTRUCTION CONFERENCE ................................................................ SC-6 D-8 COORDINATION MEETINGS ................................................................................ SC-6 D-9 PROJECT ABANDONMENT .................................................................................. SC-6 D-10 BREAKDOWN OF BID PROPOSAL ...................................................................... SC-6 D-11 OMIT ...................................................................................................................... SC-6 D-12 CONTRACTOR COMPLIANCE �".'ITH WORKER'S COMPENSATION LAW ......... SC-7 D-13 MINORITY AND WOMENS BUSINESS ENTERPRISE (MNVBE)COMPLIANCE... SC-9 D-14 CALENDAR DAY ..................................................................................................SC-11 D-15 SUBSIDIARY WORK ............................................................................................SC-11 D-16 WAGE RATES ......................................................................................................SC-11 D-17 D-18 D-19 D-20 D-21 D-22 D-23 D-24 D-25 D-26 D-27 D-28 D-29 D-30 D-31 D-32 D-33 D-34 D-35 D-36 D-37 D-38 D-39 D-40 D-41 D-42 D-43 D-44 D-45 D-46 D-47 D-48 D-49 D-50 os��ss EASEMENTS AND PERMITS ...............................................................................SC-12 COORDINATION WITH FORT WORTH WATER DEPARTMENT ........................SC-13 DAMAGE TO PRIVATE PROPERTY ....................................................................SC-13 SHOPDRAWINGS ...............................................................................................SC-13 CROSSING OF EXISTING UTILITIES ..................................................................SC-14 EXISTING UTILITIES AND IMPROVEMENTS ......................................................SC-14 CONSTRUCTION TRAFFIC OVER PIPELINES ...................................................SC-15 TRAFFICCONTROL .............................................................................................SC-15 PAYMENT ............................................................................................................. SC-16 DELAYS................................................................................................................SC-16 DETOURS............................................................................................................SC-16 BARRICADES AND WARNING SIGNS ................................................................SC-16 EXAMINATION OF SITE .......................................................................................SC-16 ZONINGCOMPLIANCE ........................................................................ ...............SC-17 WATER FOR CONSTRUCTION ...........................................................................SC-17 WASTEMATERIAL ..............................................................................................SC-17 CLEANUP FOR FINAL ACCEPTANCE .................................................................SC-17 PROPERTY ACCESS ...........................................................................................SC-17 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK ..........................SC-17 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES .....................SC-17 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS .............................SC-18 SANITARY FACILITIES FOR WORKERS .............................................................SC-19 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ........................SC-19 RIGHTTO AUDIT .................................................................................................SC-19 INCREASE OR DECREASE IN QUANTITIES ......................................................SC-19 CUTTING OF CONCRETE ...................................................................................SC-20 PROJECT DESIGNATION SIGN ..........................................................................SC-20 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT ....:..........................SC-21 MISCELLANEOUS PLACEMENT OF MATERIAL .................................................SC-21 TYPE"C" BACKFILL .............................................................................................SC-21 CRUSHED LIMESTONE BACKFILL .....................................................................SC-21 2:27 CONCRETE ..................................................................................................SC-22 TRENCH EXCAVATION, BACKFILL AND COMPACTION ...................................SC-22 PAVEMENT REPAIR (E2-19) ...............................................................................SC-23 SC-1 � PART D - SPECIAL CONDITIONS ►,.__ i J r� � J , ; .t � D-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY...SC-24 D-52 SANITARY SEWER MANHOLES .........................................................................SC-25 D-53 SANITARY SEWER SERVICES ...........................................................................SG28 D-54 NOT USED ...........................................................................................................SG28 D-55 REMOVAL, SALVAGE AND ABANDONMENT OF EXISTING FACILITIES..........SC-28 D-56 DETECTABLE WARNING TAPES ........................................................................SC-30 D-57 PIPE CLEANING ...................................................................................................SC-31 D-58 BARRICADES, WARNINGS AND FLAGMEN .......................................................SC-31 D-59 DISPOSAL OF SPOIUFILL MATERIAL ................................................................SC-31 D-60 MECHANICS AND MATERIALMEN'S LIEN ..........................................................SC-31 D-61 SUBSTITUTIONS .................................................................................................SC-31 D-62 PRECONSTRUCTION TELEVISION INSPECTION/SANITARY SEWER LINES..SC-32 D-63 VACUUM TESTING OF SANITARY SEWER MANHOLES ...................................SC-35 D-64 BYPASS PUMPING ..............................................................................................SC-36 D-65 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS .SC-36 D-66 SAMPLES AND QUALITY CONTROL TESTING ..................................................SC-38 D-67 TEMPORARY EROSION SEDIMENTS AND WATER POLLUTION CONTROL...SC-38 D-68 INGRESS AND EGRESS/ ACCESS TO DRIVES .................................................SC-39 D-69 PROTECTION OF TREES, PLANTS AND SOIL ...................................................SC-40 D-70 SITE RESTORATION ...........................................................................................SC-40 D-71 STANDARD PRODUCT LIST ...............................................................................SC-40 D-72 STATE REVOLVING FUND (SRF) REQUIREMENTS ..........................................SC-40 D-73 TOPSOIL, SODDING AND SEEDING ...................................................................SC-40 D-74 CONFINED SPACE ENTRY PROGRAM ..............................................................SC-46 D-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION ....................SC-46 D-76 EXCAVATION NEAR TREES ..............................................................................SC-46 D-77 CONCRETE ENCASEMENT OF SEWER PIPE ...................................................SC-47 D-78 CLAY DAM ............................................................................................................SC-47 D-79 EXPLORATORY EXCAVATION (D-HOLE) ...........................................................SC-47 D-80 INSTALLATION OF WATER FACILITIES .............................................................SC-48 80.1 POLYVINYAL (CHLORIDE PVC) WATER PIPE ...................................................SC-48 80.2 BLOCKING ...........................................................................................................SC-48 80.3 TYPE OF CASING PIPE .......................................................................................SC-48 80.4 TIE-INS .................................................................................................................SC-49 80.5 CONNECTION OF EXISTING MAINS ..................................................................SC-49 80.6 VALVE CUT-INS ...................................................................................................SC-49 80.7 WATER SERVICES ..............................................................................................SC-49 80.8 2-INCH TEMPORARY SERVICE LINE .................................................................SC-51 80.9 ADJUST MANHOLES AND VAULTS (UTILITY CUT) ...........................................SC-52 80.10 ADJUST WATER VALVE BOXES .........................................................................SC-52 80.11 PURGING AND STERILIZATION OF WATER LINES ...........................................SC-52 80.12 WORK NEAR PRESSURE PLANE BOUNDARIES ...............................................SC-53 80.13 WATER SAMPLE STATION .................................................................................SC-53 80.14 DUCTILE IRON AND GRAY IRON FITTINGS ......................................................SC-54 l�' D-81 D-82 � D-83 � D-84 D-85 � � D-86 � 08/13/99 � SPRINKLING FOR DUST CONTROL ...................................................................SG54 DEWATERING......................................................................................................SC-54 TRENCH EXCAVATION FOR DEEP TRENCHES ................................................SG54 TREEPRUNING ...................................................................................................SC-54 TREEREMOVAL ..................................................................................................SC-55 TESTHOLES .......................................................................................................SG56 SC-2 PART D - SPECIAL CONDITIONS -, ` F�R: MAINS 126 AND 250 DRAINAGE AREA SANITARY SEWER SYSTEM �"�� REHABILITATION AND IMPROVEMENTS, PART 5 �� FORT WORTH, TEXAS UNIT 1 DOE PROJECT NO. 1659 ` - SEWER PROJECT NO. PS46-070460410110 � D-1 AWARD OF CONTRACT: 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. Award, if made, shall be to the responsive low bidder. � The following shall apply for contract documents with multiple units of work. Each unit represents � a separate project, each with an individual M/WBE specification and proposal section. The proposal sections are arranged to allow prospective bidders to submit bids on one unit, some of ' the units, or all of the units. Award of contract(s), if made, shall be to the responsive low bidder � for each individual unit. If a contractor is the responsive low bidder on two units or more, a single set of contract documents consisting of all 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 L each unit. Bidders shall submit individual and separate monthly M/WBE reports for each Unit included in the Contract. i� , Construction time on all units will run concurrently. For situations involving approved contracts with multiple units, the total allowable construction completion time period for all the units shall be �' the same as the unit with the longest construction time period. �� D-2 SUBMISSION OF CONTRACT DOCUMENTS, CONSTRUCTION START TIME AND [� PRE-CONSTRUCTION SUBMITTALS: The contractor(s) shall execute and return the contract Y documents to the Department of Engineering within ten (10) working days after notification by the City. � A Pre-Construction meeting date will be established and noted in the Letter to Contractor. The effective work order date will be set at the pre-construction conference. -� Ll The contractor(s) shall be required to start construction on the project no later than ten (10) calendar working days after the pre-construction meeting date. The City shall begin to charge �-, time on the project to the contractor eleven days after the pre-construction meeting date. Per City ordinance 13471,as amended by Ordinance No. 13781, the contractor(s) shall submit . the letters of intent or a copy of the agreements with the approved M/WBE subcontractor(s) at or � before the pre-construction conference. To expedite M/WBE compliance contractors are strongly encouraged to submit the executed letters of intent (with M/WBE subcontractors) at the time of � submittal of the UTILIZATION FORM or GOOD FAITH EFFORT FORM. The letter(s) must be [i signed by both parties. If the contractor(s) fails to submit the letter(s) or agreement(s), the contractor(s) will not be allowed to begin work. Time on the project will start to accumulate at the �.� end of the ten (10) days as stipulated above. ' Additional submittals at time of pre-construction meeting shall include (but not limited to): � �. 08/13/99 SC-3 � PART D - SPECIAL CONDITIONS __, Contractors Work Plan and Schedule Disposal Site for Waste Material Information Sub-Contractor ldentification Trench Safety Design (if required) Confined Space Entry Program Name and number of a responsible person for off hour emergencies Project schedule which must reflect a project completion date to completion time period stipulated in the proposal section. be determined by the 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 oF�^rtunity 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 below: 1. Plans 2. Contract Documents 3. Special Conditions The fol�owing Special Conditions shall be applicable to this project and shall govern over any conflicts with the General Contract Documents under the provisions stated above. The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of one (1) year from date of final acceptance of this project by the City Council of the City of Fort Worth and will be required to replace at his expense any part or all of this project 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 Special Contract Documents and the rules, regulations, requirements, instructions, drawings or details referred to by manufacturers name, or identification include therein as specifying, referring or implying product control, performance, quality, or other shall be binding upon the contractor. The specifications and drawings shall be 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 os��ss SC-4 LJ ' � a �J � � ' , ' � , C � ' �J � , PART D - SPECIAL CONDITIONS 1�_ � � � described in the current Fo�t V+;orth Water Department General Specifications, which general specifications shall govern performance of all such work. This contract and project, where applicabte, may also be governed by the two following published specifications, except as modified by these Special Provisions: 1. STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRALTEXAS A copy of either of these spec;°'�utions may be purchased at the o�ce of the Transportation and � Public Works Director, 1000 Throckrnorton Street, 2nd Floor, Municipal Building, Fort Worth, .. Texas 76102. The specifications applicable to each pay item are indicated by the call-out for the pay item by the designer. If not shown, then applicable published specifications in either of these � documents may be followed at the discretion of the Contractor. General Provisions shall be � those of the Fort Worth document rather than Division 1 of the North Central Texas document. � � � � � .� � � � � (: r� � � 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 retaining contract documents intact may be grounds for designating bids as "non-responsive" and rejecting bids or voiding contract as appropriate as determined by the City Engineer. INTERPRETATION AND PREPARATION OF PROPOSAL: A. DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the Purchasing Manager or his representative at the official location and stated time set forth in the "Notice to Bidders". It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidders must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL", and the name or description of the project as designated in the "Notice to Bidders". The envelope shall be addressed to the Purchasing Manager, City of Fort Worth Purchasing Division, PO Box 17027, Fort Worth, Texas 76102. B. WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot be withdrawn prior to the time set for opening proposals. A request for non-consideration of a proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non- consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed may, at the option of the Owner be returned unopened. C. TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the Purchasing Manage� prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forly-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal. 08/13/99 SC-5 PART D - SPECIAL CONDITIONS -�. D-4 TAX EXEMPTIONS: This contract is issued by an organization which qualifies for exemption pursuant of the provisions of Article 20.04(F) of the Texas Limited Sales, Excise and Use Tax Act. All equipment and materials not consumed by or incorporated into the project construction, are subject to State sales tax under House Bill 11, enacted August 15, 1991. All such taxes shall be included in the various amounts on the Proposal Form. The successful Bidder shall be required to submit a breakdown between labor and material costs prior to execution of the contract. D-5 PROJECT DESIGNATION: Construction under these Special Documents shall be performed under the Project Designation: Project No. PS46-07046410110 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 OF BID PROPOSAL: When requested by the Engineer, the Contractor shall furnish a cost breakdown of those bid items shown in the Proposal as lump sum items. This information is for use in the preparation of a recommendation to the City for award of contract. D-11 INDEMNIFICATION: OMIT osi�siss SC-6 � 1� �_ � � � � � n LJ �r �J � �J L.� PART D - SPECIAL C�NDITIONS D-12 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A. Definitions: 1. Certification of coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TVVCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. 2. Duration of the project - includes the time from the beginning of the work on the project until the contractor's/person's work �n the project has been completed and accepted by the governmental entity. 3. Persons providing services on the project ("subcontractor' in §406.096)- includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other services related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) or all employees of the Contractor providing services on the project, for the duration of the project. C. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. D. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. E. The Contractor shall obtain from each person providing services on a project, and provide the governmental entiry: 1. A certificate of cove�age, prior to that person beginning work on the project, so the governmental entity will have on file ce�tificates of coverage showing coverage for all persons providing services on the project; and 2. No later than seven days after receipt by the contractor, a new ce�tificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. � osi��ss SC-7 u PART D - SPECIAL CONDITIONS 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 project. 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 se►vices on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: 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 for the duration of the project and for one year thereafter. 6. Notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and 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 the person for whom they are providing services. 8. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the govemmental entity that all employees of the 08/13./99 S �i-$ � PART D - SPECIAL CONDITIONS �! contractor who will provide services on the project will be covered by worker's L.� 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 D the contractor which entitles the governmental entity to declare the contract void if the contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entiry. � J. 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 Workers 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 this � construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or � transportation or other service related to the project, 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 employe�'s failure to provide coverage". �, � D-13 MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE) COMPLIANCE: In accordance with City of Fort Worth Ordinance No. 11923, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. � The Ordinance is incorporated in these specifications by reference. A copy of the Ordinance may �- be obtained from the Office of the City Secretary. Failure to comply with the ordinance shall be a ., material breach of contract. � The M/WBE UTILIZATION FORM, M/WBE GOALS WAIVER FORM AND GOOD FAITH EFFORT FORM, as applicable, must be submitted within five (5) city business days after bid ('� opening. Failure to comply shall render the bid non-responsive. Upon request, contractor agrees to provide the City complete and accurate information regarding � actual work performed by a Minority or Women Business Enterprise (M/WBE) on the contract and E. payment thereof. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE '� and/or WBE. The misrepresentation of acts (other than a negligent misrepresentation) and/or the � os✓��s SC-9 n PART D - SPECIAL CONDITIONS commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state, or local laws or ordinances relating to false statement. Further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three years. The City will consider the contractor's perFormance regarding its M/WBE program in the evaluation of bids. Failu�e to comply with the City's M/WBE Ordinance, or to demonstrate "good faith effort", shall result in a bid being rendered non-responsive to specifications. Contractor shall provide copies of subcontracts or co-signed letters of intent with approved M/WBE subcontractors prior to issuance of the Notice to Proceed. Contractor shall also provide monthly reports on utilization of the s�abcontractors to the City's M/WBE �ffice. 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 wark 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/V1IBE subcontractor or supplier prior to bid opening may result in the rejection of bid as non-responsive. Whenever a change order affects the work of an M/WBE subcontractor or supplier, the M/WBE 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: 1. Make no unjustified changes or deletions in it's M/WBE participation commitments submitted with or subsequent to the bid, and, 2. If substantial subcontracting and/or substantial supplier opportunities arise during the term of the contract which the contractor had represented he would perform with his forces, the contractor shall notify the City before subcontracts or purchase orders are let, and shall be required to comply with modifications to goals as determined by the City, and , 3. Submit a REQUEST FOR APPROVAL OF CHANGE FORM, if the contractor desires to change or delete any of the M/V1/BE subcontractors or suppliers. Justification for change may be granted for the following: a. Failure of Subcontractor to provide evidence of coverage by Worker's Compensation Insurance. b. Failure of Subcontractor to provide required general liability of other insurance. "]► � r� 1 '� � C LRJ l�l J � �J �'1 � � os��ss SC-10 � ' �.. � �R PART D - SPECIAL CONDITIONS c. Failure of Subcontractor to execute a standard subcontract form in the amount of the proposal used by the Contractor in preparing his M/WBE Participation plan. d. Default by the M/WBE subcontracto� or supplier in the performance of the subcontractor. ' Within ten (10) days after final payment from the City, the contractor shall provide the la M/WBE Office with documentation to reflect final participation of each subcontractor and supplier used on the project, inclusive of M/VVBEs. 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. D-15 SUBSIDIARY WORK: Any and all work specifically governed by documentary � requirements for the project, such as conditions imposed by the Plans, the General Contract Documents or these Special Contract Documents, in which no specific item for bid has been provided for in the Proposal, shall be considered as a subsidiary item of work, the cost of which � shall be included in the price bid in the Proposal for each bid item. Surface restoration, removal and replacement of fencing, and cleanup are general items of work which fall in the category of i subsidiary work. . r= t _. r� � � D-14 CALENDAR DAY: Delete paragraph C1-1.24, in Part C-General Conditions, in its entirety and substitute the foflowing new paragraph: D-16 WAGE RATES: The labor classifications and minimum wage rates set forth herein have been predetermined by the City Council of the City of Fort Worth, Texas, in accordance with statutory requirements, as being the prevailing classifications and rates that shall govern on all work performed by the Contractor or any Subcontractor on the site of the project covered by these Contract Documents. In no event shall less than the following rates of wages be paid. (Attached) CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATE FOR 1995 CLASSIFICATION R Air Tool Operator ' Asphalt Raker Asphalt Shoveler � Batching Plant Weigher � Batterboard Setter Carpenter ( p Concrete Finisher (PAV) �•� Concrete Finisher (STRS) Concrete Rubber � Electrician Flagger Form Builder (STRS) Cosi��ss 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 CLASSIFICATION Form Liner Form Setter (Pav & Curb) Form Setter (Structures) Laborer, Common Laborer, Utility Mechanic Oiler Servicer Piledriver Pipelayer Blaster RATE $8.913 $8.686 $8.427 $6.402 $7.461 $10.658 $8.698 $8.104 $7.500 $8.509 $11.333 LJ PART D - SPECIAL CONDITIONS CLASSIFICATION RATE CLASSIFICATION LJ RATE ' POWER EQUIPMENT OPERATORS Asphalt Distributor $8.404 Asphalt Paving Machine $9.053 Broom or Sweeper Operator $7.908 Bulldozer, 150 HP or Less $8.703 Bulldozer, Over 150 HP $9.160 Concrete Paving Curing Mach.$8.213 Concrete Pav Finishing Mach. $9.453 Concrete Paving Fo�rn Grader$8.500 Concrete Paving Joint Mach. $9.042 Concrete Paving Joint Sealer $7.350 Concrete Paving Float $7.875 Concrete Paving Saw $9.290 Concrete Paving Spreader $9.750 Slipform Machine $9.000 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (Less than 1 %z cy) $9.513 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (1'/Zcy&Over) $10.517 Crushing or Scrng Plt Opr. $9.500 Elevating Grader Foundation Drill Oper. (Crawler Mounted) $10.000 Foundation Drill Operator (Truck Mounted) $11.138 Foundation Drill Opr Helper Front Ent Loader (2 '/2 CY or Less) $8.823 Front Ent Loader (Over 2 %2 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 (Flatwheel or Tamping) $7.963 Roller, Pneumatic Self-Pro $7.403 Scraper - 17 CY & Less $8.138 Scraper - Ovsr 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) $9.218 Reinforcing Steel Setter (Structural) $11.548 Steel Worker - Structural $16.300 Sign Erector $11.436 Spreader Box Operator $6.988 Barricade Servicer Zone Wk. $6.402 Mounted Sign Installer (Permanent Ground) $6.402 Truck Driver - Single Axle (Light) $7.465 Truck Driver - Single Axle (Heavy) $8.067 Truck Driver - Tandem Axle (Semi-Trailer) $7.816 Truck Driver - Lowboy/Float $9.653 Truck Driver - Transit Mix $7.507 Tr�ck 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 work on private Q property. osi��s SC-12 � ' PART D - SPECIAL CONDITIONS " The City has attempted to obta��i the temporary construction and/or right-of-entry agreements for Li, , properties where construction activity is necessary on City owned facilities, such as sewer lines or manholes. For locations where the City was unable to obtain the easement or right-of-entry, it ('� shall be the Contractor's responsibility to 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 ('� Engineering, City of Fort Worth. Also, it shall be the responsibility of the Contractor to obtain �,� written permission from property owners to perform such work as cleanout repair and sewer service replacement on private property. Contractor shall adhere to all requirements of � Paragraph C6-6.10 of the General Contract Documents. The Contractor's attention is directed to the agreement terms along with any special conditions that may have been imposed on these agreements, by the property c��ers. � � LJ � l�l � � �J I �I � ►. �� 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 responsibility to provide the required flagmen and/or provide payment to the appropriate railroad/agency for all flagmen during construction in railroad/agency right-of-way. Any and all costs associated with compliance with permits(s) including payment for flagmen shall be subsidiary to the 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 for deactivating and activating those lines. D-19 DAMAGE TO PRIVATE PROPERTY: The Contractor shall immediately repair or replace any damage to private property, including but not limited to fences, walls, pavement and water and sewer services, at no cost to the Owner. This shall be subsidiary to the contract and not a separate pay item. D-20 SHOP DRAWINGS: Shop drawings shall be submitted by the Contractor to the Construction Engineer, for all equipment and materials for this project. Contractor shall submit seven (7) 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 ge�eral conformance with the design concept of the project and general compliance with information given in the General Contract Documents. Indicated action by the Engineer, which may result from his review, shall not constitute concurrence with any deviation from the plans and specifications unless such deviations are specifically identified by the method described below, and further shall not relieve the Contractor of responsibility for errors or omissions in the submitted data. Processed shop drawing submittal are not change orders. The purpose of submittals, by the Contractor, is to demonstrate that the Cont�actor 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 befinreen submittals and the osi��ss SC-13 �, PART D - SPECIAL CONDITIONS design drawings and/or specifications are discovered, either prior to or after submittals are processed, the design drawings and specifications shali govern. The Contractor shall be responsible for all dimensions which are to be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of other trades and satisfactory perFormance of his work. The Contractor shall check and verify all measurements and review submittals prior to being submitted, and sign or initial a statement included with the submittal, which signifies compliance with the plans and specifications and dimensions suitable for the application. Any deviation from the specified criteria shall be expressly stated in writing in the submittal. Shop drawings shall be submitted for the following items prior to installation: 1. All pipe 2. Reinforced steel fabrication for structures 3. Cast Iron structural appurtenances Shop drawings must be approved by the Engineer prior to the start of work. D-21 CROSSING OF EXISTING UTILITIES: Where a proposed 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 water tight or be constructed of ductile iron pipe. The required length of replacement shall be determined by the Engineer. The material for sanitary sewer mains and sanitary sewer laterals shall be Class 51 Ductile Iron Pipe with polyethylene wrapping. The material for sanitary sewer service lines shall be extra strength cast iron soil pipe with polyethylene wrapping. Adapter fittings shall be a urethane or neoprene coupling ASTM C-425 with series 300 stainless steel compression straps. Payment for work such as backfill, fittings, tie-ins and all other associated appurtenances required, shall be included in the linear foot price of the appropriate bid item. D-22 EXISTING UTILITIES AND IMPROVEMENTS: The plans show the locations of all known surface and subsurface structures. However, the Owner assumes no responsibility for failure to show any or all of these structures on the Plans, or to show them in their exact location. It is mutually agreed that such failure shall not be considered sufficient basis for claims for additional compensation for extra work or for increasing the pay quantities in any manner whatsoever. The Contractor shall be responsible for verifying the locations of and protecting all existing utilities, service lines, or other property exposed by his construction operations. Contractor shall make all necessary provisions for the support, protection, relocation, and/or temporary relocation of all utility poles, gas lines, telephone cables, utility services, water mains, sanitary sewer lines, electrical cables, drainage pipes, and all other utilities and structures both above and below ground during construction. The Contractor is liable for all damages done to such existing facilities as a result of his operations and any and all cost incurred for the protection and/or temporary relocation of such facilities shall be included in the cost bid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION WILL BE ALLOWED. Where existing utilities or service lines are cut, broken or damaged the Contractor shall replace or repair the utilities or service lines with the same type of original material and construction, or better, unless otherwise shown or noted on the plans, at his own cost and expense. The Contractor shall immediately notify the Owner of the damaged utility or service line. He shall '�J � � � � L' _' a � � fi ' , I'1 u ' � os��ss SC-14 � ' r � PART D - SPECIAL CONDITIONS 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. � In case it is necessary to change or move the property of any Owner of a public utility, such property shall not be moved or interfered with until ordered to do so by the Engineer. The right is reserved to the owner of public utilities to enter upon the limits of the project for the purpose of D making such changes or repairs of their property that may be made necessary by performance of this contract. n The utility lines and conduits shown on the plans are for information only and are not guaranteed �, by the City of the Engineer to be accurate as to extent, focation, and depth; they are shown on the plans as the best information available at the time of design, from the owners of the utilities � involved and from evidences found on the ground. — D-23 CONSTRUCTION TRAFFIC OVER PIPELINES: It is apparent that certain construction � vehicles could exceed the load bearing capacity of the pipe under shallow bury conditions. It will be the responsibility of the Contractor to 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 the 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 additional " � protection the Contractor n�ay elec► to provide additional protection of the pipes so that more frequent crossings of the pipes are allowed. It still is, however, the responsibility of the Contractor to repair any damage to the existing or proposed lines, if the damage results from any � phase of his construction operation. D-24 TRAFFIC CONTROL: The Contractor shall be responsible for providing traffic control � during the construction of this project consistent with the provision set forth in the "1980 Texas � Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701d �� Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. In addition, the � Contractor shall comply with City of Fort Worth, Texas, February 1979, TrafFc Control Handbook for Construction and Maintenance Work Areas. � i, 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 i''I permit required construction, the Contractor shatl contact the Transportation/Public Works U Department, Signs and Markings Division, (Phone Number 871-8100) to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign � meeting the requirements of the above-referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in � place until the temporary sign requirements are met. When construction work is completed to the � extent that the permanent sign can be reinstalled, the Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place ° until such reinstallation is completed. L,� os��s SC-15 � PART D - SPECIAL CONDITIONS The Contractor shall furnish barricades, flares, etc., for the protection of the public and the work. 2. The cost of the traffic control shall be included in the price bid for pipe complete in place as bid in the Proposal, and no other compensation will be allowed. 3. The Contractor shall furnish a traffic control plan to the City at the pre-construction meeting. The cost for traffic control shall be subsidiary to the unit prices for this project. D-25 PAYMENT: Payment for all work and material involved in salvaging, abandoning, and/or removing of existing facilities shall be included in the linear foot bid price of the pipe except as follows: 1. Separate payment will be made for removal of alf fire hydrants, gate valves 16-inch and larger, and sanitary sewer manholes regardless of location. 2. Payment will be made for salvaging, abandoning, and/or removing of all other existing facilities when said facility is not being replaced in the same trench, i.e., when removal requires a separate trenching operation. D-26 DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. When such extra compensation is claimed, a written statement thereof shall be presented by the Contractor to the Engineer, and if by him found correct, shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding. If delay is caused by specific orders given by the Engineers to stop work, or by the performance of extra work, or by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City Council; and no such extension of time shall release the Contractor or the surety on his performance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. D-27 DETOURS: The Contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. D-28 BARRICADES AND WARNING SIGNS: Barricades, warning and detour signs shall conform to the Standard Specifications "Barriers and Warning and/or Detour Signs," Item 524, and/or as shown on the plans. Construction signing and barricades shall conform with "1980 Texas Manual on Uniform Traffic Control Devices, Vol. No. 1" or latest edition there of. D-29 EXAMINATION OF SITE: It shall be the responsibility of the prospective bidder to visit the project site and make such examinations and explorations as may be necessary to determine all conditions which may affect construction of this project. Particular attention should be given to methods of providing ingress and egress to adjacent private and public properties, procedures for protecting existing improvements and disposition of all materials to be removed. Proper consideration should be given to these details during the preparation of the Proposal and all unusual conditions which may give rise to later contingencies should be brought to the attention of the Owner prior to the submission of the Proposal. osi��ss SC-16 � LJ a a LJ IJ L'.J J �J i� I� i� J LJ � I, � L'� ' �� PART D - SPECIAL CONDITIONS C� D-30 ZONING COMPLIANCE: During the construction of this project, the Contractor shall „ comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. � D-31 WATER FOR CONSTRUCTION: Water for construction will be furnished by the Contractor at his own expense. �, D-32 WASTE MATERIAL: All waste material shall become the property of the Contractor and shall be disposed of by the Contractor at locations approved by the Engineer. All material shall �, be disposed of in such a manner as to present a neat appearance and to not obstruct proper � drainage or to cause injury to street improvements or to abutting property. � D-33 CLEANUP FOR FINAL ACCEPTANCE: Final cleanup work shall be done for this project , as soon as all construction has been completed. No more than seven days shall elapse after completion of construction before the roadway, right-of-way, or easement is cleaned up to the � satisfaction of the Engineer. The Contractor shall make a final cleanup of all parts of the work ly before acceptance by the City of Fort Worth or its representative. This cleanup shall include removal of all objectionable rocks, pieces of asphalt or concrete and other construction materials, and in general preparing the site of the work in an orderly manner and appearance. Final � acceptance of the completed project work shall be given by the City of Fort Wo�th Department of Engineering. ' D-34 PROPERTY ACCESS: Access to adjacent property shall be maintained at all times `" unless otherwise directed by the Engineer. � D-35 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK: Prior to executing the Contract, it shall be the responsibility of the Contractor to furnish a schedule outlining the anticipated time for each phase of construction with starting and completion dates, including sufficient time being allowed for cleanup. D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on this contract: 1. A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment o� similar apparatus. The warning sign shall read as follows: "WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." 2. Equipment that may be operated within ten feet of high voltage lines shall have insulating cage-type of guard about the boom or arm, except back hoes or dippers, and insulator links on the lift hook connections. 3. When necessary to work within six feet of high voltage electric lines, notification shall be � given the power company (Texas Utility Elect�ic) 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. �, os��ss SC-17 L:d PART D - SPEGIAL CONDITIONS � 4. The Contractor is required to make a�rangements with the Texas Electric Service � company for the temporary relocation or raising of high voltage lines at the Contracto�'s sole cost and expense. 5. No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (3). D-37 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: The Gontractor 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 Ciry, 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 does 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�cers, 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 submits evidence in writing satisfactory to the Director that: 1. The claim has been settled and a release has been obtained from the claimant involved, or 2. Good faith efforts have been made to settle such outstanding class, and such good faith efforts have failed. L LJ � W l'J �' I � u a � II� �J IJ ' os��s SC-18 � � PART D - SPECIAL CONDITIONS L� � � ,LL l,� If condition (1). above is met at any time within the six-month period, the Director shall recommend that the final payment to the Contractor be made. If condition (2) above is met at any time within the six-month period, the Director may recommend that the final payment to the Contractor be made. At the expiration of the six-month period, the Director may 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 a result of work performed under a City contract or under a developer-let contract for City of Fort Worth street and/or storm drainage facilities. D-38 SANITARY FACILITIES FOR WORKERS: The Contractor shall provide all necessary � sanitary conveniences for the use of workers at the project site. Specific attention is directed to i� this requirement. � T� .. � � � Lj � ��l � l*1 � D-39 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC: The Contractor's particular attention is directed to the requirements of Item C-6-6, "Legal Relations and Responsibilities to the Public" of the Fort Worth General Conditions. D-40 RIGHT TO AUDIT: A. Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this contract have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, under the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine �nd photocopy any directly pertinent books, documents, papers and records of such subcontractor, involving transactions to the subcontract, and further, that City shall have access during normal working hours to all subcontractor facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with the provisions of this article together with subsection (c) hereof. City shall give subcontractor reasonable advance notice of intended audits. C. Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of copies as follows: 1. copies and under - 10 cents per page 2. more than 50 copies - 85 cents for the first page plus fifteen cents for each page thereafter D-41 INCREASE OR DECREASE IN QUANTITIES: The quantities shown in the proposal are approximate. It is the Contractor's sole responsibility to verify all pay item quantities prior to submitting a bid. oa��ss SC-19 � PART D - SPECIAL CONDITIONS When the quantity of the work to be done or materials to be fumished under any pay item of the contract is more than 125% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work above 125% of the quantity in the contract. When the quantity of the work to be done or materials to be furnished under any pay item of the contract is less than 75% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work below 75% of the quantity stated in the contract. This paragraph shall not apply in the event Owner deletes a pay item in its entirety from this contract. In the event Owner and Contractor are unable to agree on a negotiated price, Owner and Contractor agree that the consideration will be the actual field cost of the work plus 15% as described herein below, agreed upon in writing by the Contractor and Director of Department of Engineering and Contractor and Director of Department of Engineering and approved by the City Council after said work is completed, subject to all other conditions of the contract. As used herein, field cost of the work will include the cost of all workmen, foremen, time keepers, mechanics and laborers; all materials, supplies, trucks, equipment rental for such time as actually used on such work only, plus all power, fuel, lubricants, water and similar operating expenses; and a ratable portion of premiums on 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 Contractor 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 Project Call: (817)871-8306 M-F 7:30 am to 4:30 p.m. or (817)871-8300 Nights and Weekends � � [ �J ''� � I �1 �� I� � � 1 , �J ' � os��yss SG20 � ' � '� Any and all cost for the required materials, labor, and equipment necessary for the fumishing of l.: Project Signs shall be considered as a subsidiary cost of the project and no additional compensation will be allowed. LJ D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT: At locations in the project where mains are required to be placed under existing sidewalks and/or driveways, such sidewalks and/or driveways shall be completely replaced for the full existing width, 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. PART D — SPECIAL CONDITIONS At locations where mains arE , �;uired to be placed under existing curb and gutter, such curb and r gutter shall be replaced to match type and geometry of the removed curb and gutter shall be � 1 installed in accordance with City of Fort Worth Public Works Department Standard Specification for Construction, Item 502. r, � Payment for cutting, backfill, required, shall be included driveway repair. concrete, forming materials and all other associated appurtenances n the square yard price of the bid item for concrete sidewalk or L Ls LJ LJ LJ D-45 MISCELLANEOUS PLACEMENT OF MATERIAL: Material has been allocated under various bid items in the Proposal to establish unit prices for miscellaneous placement of material. These materials shall be used only when directed by the Engineer, depending on field conditions. Payment for miscellaneous placement of material will be made for only that amount of material used, measured to the nearest one-tenth unit. Payment for miscellaneous placement of material shall be in accordance with the General Contract Documents regardless of the actual amount used for the project. D-46 TYPE "C" BACKFILL: Excavated material used for Type "C" backfill must be mechanically compacted unless the Contractor can furnish the Engineer with satisfactory evidence the P.I. of the excavated material is less then 8.* Such evidence shall be a test report from an independent testing laboratory and must include representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes. If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the test report requirement. See E-1.24, Type "C" Backfitl, 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 to Public Works Standard Specifications for Street and Storm Drain Construction � Division 2 Item 208.2 - Materials and Division 2 Item 208.3 - Materials Sources. Trench backfill � and compaction shall meet the requirements of E2-2 Excavation and Backfill, Construction Specifications, General Contract Documents. F, 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. �� os��s SG21 �� PART D - SPECIAL CONDITIONS D-48 2:27 CONCRETE: Transportation and Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts Figures 1 through 5 refer to using 2:27 Concrete as base repair. Since this call-out includes the word "concrete", the consistent interpretation of the Transportation and Public Works Department is that this ratio specifies two (2) sacks of cement per cubic yard of concrete. D-49 TRENCH 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 the General Contract Documents and Specifications except as specified herein. A. TRENCH EXCAVATION: In a�cordance 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. B. TRENCH BACKFILL: Trenches which lie outside of existing or future pavement shall be backfilled above the top of the embedment material with Type "C" backfill material. Excavated material used for Type "C" backfill must be mechanically compacted unless the Contractor can furnish the Engineer with satisfactory evidence that the P.I. of the excavated material is less than 8. Such evidence shall be a test report from an independent testing laboratory and must include representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes. If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the test report requirement. See E1-2.3, Type "C" or "D" Backfill, and E2-2.11 Trench Backfill for additional requirements. When Type "C" backfill material is not suitable, at the direction of the Engineer, Type "B" backfill material shall be used. In general, all backfill material for trenches in existing paved streets shall be in accordance with Figure(s) A, B, C, or D. Sand material specified in Figure(s) A-D shall be obtained from an approved source and shall consist of durable particles free of thin or elongated pieces, lumps of clay, soil, loam or vegetable matter and shall meet the following gradation: Size Sieve % Retained #4 0-5 #16 0-20 #50 0-50 #100 60-95 #200 90-100 (P.I. = 8 or less) 'J � ;-j 'J � ' C � ' i� L�J � � , I �j J ' � 0�„�9 sc_22 a � ' J PART D - SPECIAL GONDITIONS " C. TRENCH COMPACTION: All trench backfill shall be placed in lifts per E2-2.9 Backfill. � Trenches which lie outside existing or future pavements shall be compacted to a minimum of 90% Standard Proctor Density (A.S.T.M. 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 two (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 �� material being used and the operation can be perFormed without damage to the installed pipe. The City, at its own expense, will per�c�m trench compaction tests per A.S.T.M. standards on �� all trench backfill. Any retesting required as a result of failure to compact the backfill material to meet the standards will be at the expense of the Contractor and will be billed at the commercial rates as determined by the City. These soil density tests shall be performed at � two (2) foot vertical intervals beginning at a level two (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 linear feet. The Contractor will be responsible for providing access and trench �� safety system to the level of trench backfill to be tested. No extra compensation will be 1 allowed for exposing the backfill layer to be tested or providing trench safety system for tests conducted by the City. �� D. MEASUREMENT AND PAYMENT: All material, including any and all Type "B" backfill, and ` labor costs of excavation and backfill will be included in the price bid per finear foot of water ° , and sewer pipe. D-50 PAVEMENT REPAIR (E2-191: 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 sections for Pavement and Trench Repair for Utility Cuts, Figures 1 through 5. t 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 Works Department that the strip of existing HMAC pavement between the existing gutter and the edge of the trench pavement repair `�` will not hold up if such strip of existing pavement is finro (2) feet or less in width. L.: Therefore, at the locations in the project where the trench wall is three (3) feet or less from the lip � of the existing gutter, the Contractor shall be required to remove the existing paving to such � gutter. The pavement repair shall then be made from a minimum distance of finrelve (12) inches outside the trench wall nearest the center of the street to the gutter line. � � The pavement shall be replaced within a maximum of five (5) working days, providing job placement conditions will 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. l_ 0�,�9 sc-23 0 PART D - SPECIAL CONDITIONS A permit must be obtained from the Department of Engineering Construction Services Section by the Contractor in conformance with Ordinance No. 3449 and/or Ordinance No. 792 to make utility cuts in the street. The Department of Engineering will inspect the paving repair after construction. This permit requirement may be waived if work is being done under a Performance Bond and inspected by the Department of Engineering. D-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY: A. GENERAL: This specification covers the trench safety requirements for all trench excavations exceeding depth of five (5) feet in order to protect workers from cave-ins. The requirements of this item gavern all trenches f^r mains, manholes, vaults, service lines, and all other appurtenances. The design for the trench safety shall be signed and sealed by a Registered Professional Engineer licensed in Texas. B. STANDARDS: The latest version of the U.S. Department of Labor, Occupational Safety and Health Administration Standards, 29 CFR Part 1926, Sub-Part P- Excavations, are hereby made a part of this specification and shall be the minimum governing requirements for trench safety. C. DEFINITIONS: TRENCHES - A trench is referred to as a narrow excavation made below the surface of the ground in which the depth is greater than the width, where the width measured at the bottom is not greater than fifteen (15) feet. 2. 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. 3. SLOPING SYSTEM - Sloping means excavating to form sides of a trench that are inclined away from the excavation. 4. SHIELD SYSTEM - Shields used in trenches are generally referred to as "trench boxes" or "trench shields". Shield means a structure that is able to withstand the forces imposed on it by a cave-in and protect workers within the structure. Shields can be permanent structures or can be designed to be portable and move along as the work progresses. Shields can be either pre-manufactured or job-built in accordance with OSHA standards. 5. SHORING SYSTEM - Shoring means a structure such as a metal hydraulic, mechanical or timer 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 sheeting. D. MEASUREMENT - Trench depth is the vertical measurement from the top of the existing ground to the bottom of the pipe or structures. The quantity of trench safety systems shall be based on the linear foot amount of trench depth greater than five (5) feet. I'1 � � I�J L�� t � � � ' [J LJ ' u os��rss SG24 � ' 1 ,� D-52 SANITARY SEWER MANHOLES: � E. PAYMENT - Payment shail be fuil compensation for safety system design, labor, tools, �j_. materials, equipment and incidentals necessary for the instailation and removal of trench safety systems. ij � f wl r � Q � � � � � I *f � A. 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 Documents in addition to those located in the field and identified by the Engineer. All manholes shall be in accordance with sections E1-14 Materials for Sanitary Sewer Manholes, Valve Vaults, Etc., and E2-14 Vault and Manhole Construction of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. 1. CONCRETE COLLARS: Concrete collars will be required on all manholes specified as per Figure 121. 2. WATERTIGHT MANHOLE INSERTS: Watertight gasketed manhole inse�ts shall be installed in all sanitary sewer manholes. Inserts shall be constructed in accordance with Fort Wo�th Water Department Standard E100-4 and shall be fitted and installed according to the manufacturer's recommendations. Stainless Steel manhole inserts shall be required for all pipe diameters 18" and greater. 3. LIFT HOLES: All lift holes shall be plugged with a pre-cast concrete plug. The lift hole shall be sealed on the outside of the manhole with Ram-Nek or an approved equal sealant. The lift hole shall be sealed on the inside of the manhole with quick setting cement grout. 4. FINAL RIM ELEVATIONS: Manhole rims in parkways, lawns and other improved lands shall be at an elevation not more than one (1) nor less than one-half (1/2) inch above the surrounding ground. Backfill shall provide a uniform slope from the top of manhole casting for not less than three (3) feet each direction to existing finish grade of the ground. The grade of all surfaces shall be checked for proper slope and grade by string lining the entire area regarded near the manhole. PART D - SPECIAL CONDITIONS Manholes in open fields, unimproved land, or drainage courses shall be at an elevation shown on the drawings or minimum of 6 inches above grade. 5. MANHOLE COVERS: All lids shall have pick slots in lieu of pick holes. Manhole frames and covers shall be McKinley, Type N, with indented top design, or equal, with pick slots. Covers shall set flush with the rim of the frame and shall have no larger than 1/8 inch gap between the frame and cover. Bearing surfaces shall be machine finished. Locking manhole lids and frames will be restricted to locations within the 100-year floodplain and areas specifically designated on the plans. Certainteed Ductile Iron Manhole Lids and Frames are acceptable for use where locking lids are specified. 6. SHALLOW CONE MANHOLES: Shallow manhole construction will be used when r+ manhole depth is four (4) feet or. less. All shallow cone manholes shafl 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. �e os��ss SC-25 � PART D - SPECIAL CONDITIONS 7. MANHOLE STEPS: No manhole steps are to be instailed on any sanitary sewer manhole. 8. EXTERIOR SURFACE COATING: Exterior surfaces of all manholes shall be coated with two mop coats of eoal tar epoxy, Koppers °Bitumastic Super Service Black" Tnemec "46- 450 Heavy Tnemecol," or equal to, a minimum or 14 mils dry film thickness. 9. MANHOLE JOINT SEALING: All interior and/or exterior joints on concrete manhole sections constructed for the City of Fort Worth Water Department, excluding only the joints using a trapped type perFormed O-ring rubber gasket shall require Bitumastic joint sealants as per Figure M. This sealant shall be pre-formed and trowelable Bitumastic as manufactured by Kent- Seal, Ram-Nek, E-Z Stick, or equal. The joint sealer shall be supplied in either extruded pipe form or suitable cross-sectional area or flat-tape and shall be sized as recommended by the manufacturer and approved by the Engineer. The joint sealer shall be protected by a suitable removable wrapper and shall not in any way depend on oxidation, evaporation, or any other chemical action for either its adhesive properties or cohesive strength. The Joint sealer shall remain totally flexible without shrinking, hardening, or oxidizing regardless of the length of time it is exposed to the elements. The manufacturer shall furnish an affidavit attesting to the successful use of the product as a pre-formed flexible joint sealant on concrete pipe and manhole sections for a period of at least five years. B. EXECUTION: INSTALLATION OF JOINT SEALANT: Each grade adjustment ring and manhole frame shall be sealed with the above specified materials. All surfaces to be in contact with the joint sealant shall be thoroughly cleaned of dirt, sand, mud, or other foreign matter. A primer shall be applied to all surfaces prior to installing the joint sealant in accordance with the recommendations by the manufacturer. The protective wrapper shall remain on the joint sealant until immediately prior to the placement of the pipe in the trench. After removal of the protective wrapper, the joint sealant shall be kept clean. Install frames and cover over manhole opening with the bottom of the rings resting on Bitumastic joint sealer. Frames and g�ade rings shall rest on two (2) rows (inside and outside) of Bitumastic joint sealer. 2. SEALING AND/OR ADJUSTING EXISTING MANHOLES: Excavate (rectangular full depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole frame and a 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. Any frame or grade ring that is not suitable for use as determined by the Engineer shall be replaced. Grade rings that are constructed of brick, block materials other than pre-cast concrete rings, or where necessary and approved by the Engineer, shall be replaced with a pre-cast flattop section. Pre-cast concrete �ings, or a pre-cast concrete flattop section will be the only adjustments allowed. In brick or block manholes, replace the upper portion of the manhole to a point 24 inches below the frame. If the walls or cone section below this level are structurally unsound, Y � � IJ � I*I _L'J _"J 1 I� � � '1 oa��s SG26 � ' ' _ : � ��il_L�fZ�11QY�C�I� notify the Engineer prior to replacement of the grade rings and manhole frame. Existing brickwork, if damaged by the Contractor, shall be replaced at the Contractor's expense. (� Wire brush manhole frame and exposed manhole surfaces to remove dirt and loose %j 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. aIf 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 between 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 on opposite sides of the manhole. No steel shims, wood, stones, or any material not � specifically accepted by the Engineer may be used to obtain final surface elevation of the manhole frame. � 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 joint material shall be made to �. assure a proper final grade elevation. .� 3. EXPOSED EXTERIOR SURFACES: All exposed exterior surfaces shall be coated with � finro mop coats of coal tar epoxy. Kopper "Bitumastic Super Service Black"; Tnemec "46- 450 Heavy Tnemecol", or equal, to a minimum of 14 mils dry film thickness. � 4. The exterior surface of all pre-cast section joints shall be thoroughly cleaned with a wire brush and then waterproofed with a 1/2-inch thick coat of trowelable bitumastic joint sealant from 6-inches below to 6-inches above the joint. The coated joint shall then be � wrapped with 6 mil plastic to protect the sealant from �anrage during backfilling. C. MEASUREMENT AND PAYMENT: The price bid for new manhole installations shall include - all labor, equipment, and materials necessary for construction of the manhote including, but not limited to, joint sealing, lift hole sealing and exterior surface coating and pavement repair. The price bid for reconstruction of existing manholes shall include all labor equipment and materials necessary for construction of new manhole, including, but not limited to, excavation, backfill, disposal of materials, joint seating, lift hole sealing, exterior surface coating and pavement repair. The price bid for adjusting and/or sealing of existing manholes shall include all labor, �' equipment and materials necessary for adjusting and/or sealing the manhole, including but � not limited to, joint sealing, lifthole sealing, and exterior surface coating. Payment for concrete collars will be made per each. Payment for manhole inserts will be made per each. � osi��ss SG27 � PART D - SPECIAL CONDITIONS D-53 SANITARY SEWER SERVICES: Any reconnection, relocation, re-routes, repl�acement, or new sanitary sewer service shall be required as shown on the plans, and/or as described in these Special Contact Documents in addition to those located in the field and identified by the Engineer as active sewer taps. The service connections shall be constructed by the Contractor utilizing standard factory manufactured tees. Ciry 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 scheduling of tapping crews with building owners and the Engineer in order that the work be performed in an expeditious manner. A minimum of 24 hours advance notice shall be given when taps will be required. Severed service connections shall be maintained as specified in section C6-6.15. A. SEWER SERVICE RECONNECTION: When sewer service reconnection is called for the Contractor shall vertically adjust the existing sewer service line as required for reconnection and furnish a new tap. The fittings used for vertical adjustment shall consist of a maximum bend of 45 degrees. The tap shall be located so as to line up with the service line and avoid any horizontal adjustment. For open cut applications, atl sanitary sewer service lines shall be replaced to the property or easement line, or as directed by the Engineer. Sanitary sewer services on sewers being 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 Replacement shall be adhered to for the installation of any sewer service line including the incidental four (4) feet of service line which is included in the price bid for Sanitary Sewer Taps. Payment for work such as backfill, saddles, tees, fittings incidental four (4) feet of service line and all other associated appurtenances required shall be included in the price bid for Sanitary Sewer Taps. B. SEWER SERVICE REPLACEMENT: All building sewer services encountered during construction shall be adjusted and/or replaced by the Contractor as directed by the Engineer as required for the connection of the sewer service line. If the sewer service line is in such condition or adjustment necessitates the replacement of the sewer service line, all work shall be performed by a licensed plumber. The length of the replacement shall be determined by 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 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES: Any removal, salvaging and/or abandonment of existing facilities will necessarily be required as shown on the plans, and/or described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. This work shall be done in accordance with Section E2-1.5 Salvaging of Material and E2-2.7 Removing Pipe, of the General Contract I" l 0 LJ � � fJ �J CI L a �i � � � LJ ' � osi��ss SG28 � � PART D - SPECIAL CONDITIONS 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. � B. SALVAGE OF EXISTING WATER 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 demolished in place to a point not less than 18 inches below final grade. The concrete va�:!` �hall then be backfilled and compacted in accordance �Nith 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 i surrounding surface and grade. � C. SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed and retumed to the Water Department warehouse by the Contractor in accordance with Section � E2-1.5 Salvaging of Materials. The void shall be backfilled and compacted in accordance 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 Cont�actor 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 L� grade. If the valve is in a concrete vault, the vault shall be demolished in place to a point no __ less than 18" below final grade. E. ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve and box lid shall be abandoned by first closing the valve to the fufly closed position and demolishing the valve box in place to a point not tess than 18 inches below final grade. Concrete shall then be used as backfill material to match existing grade. � F. ABANDONMENT OF EXISTING VAULTS: Vaults to be demolished in place shall have top slab and lid removed and vault walls demolished to a point not less than 18" below final grade. The void area caused shall then be backfilled and compacted in accordance with Q 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. � G. ABANDONMENT OF MANHOLES: Manholes to be abandoned in place shall have all pipes entering or exiting the structure plugged with lean concrete. Manhole top or cone section � shall be removed to the top of the full barrel diameter section, or to point not less than 18 , inches below final grade. The structure shall 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 � osi��s SC-29 L' PART D - SPECIAL CONDITIONS restoration shall be compatible with surrounding service surface. Payment for work involved in backfilling, plugging of pipe(s) and all other appurtenances required, shall be included in the appropriate bid item - Abandon Existing Sewer Manhole. H. REMOVAL OF MANHOLES: Manholes to be removed shall have all pipes entering or exiting the structure disconnected. The complete manhole, including top or cone section, all full barrel diameter section, and base section shall be removed. The excavation shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be with Type C Backfill or Type B Backfill, as approved by the Engineer. Surface restoration shall be compatible with surrounding surface. I. CUTTING AND PLUGGING EXISTING MAINS: At various locations on this project, it may be required to cut, plug, and block existing water mains/services or sanitary sewer mains/services in order to abandon these lines. Cutting and plugging existing mains and/or services shall be considered as incidental and all costs incu�red will be considered to be included in the linear foot bid price of the pipe, unless separate trenching is required. J. REMOVAL OF EXISTING PIPE: Where removal of the existing pipe is required, it shall be the Contractor's responsibiliry to properly dispose of all removed pipe. All removed valves, fire hydrants and meter boxes shall be delivered to Water Department Field Operation, Storage Yard. K. PAYMENT: Payment for all work and material involved in salvaging, abandoning and/or removing existing facilities shall be included in the linear foot bid price of the pipe, except as follows: separate payment will be made for removal of all 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 facilities when said facility is not being replaced in the same trench (i.e., when removal requires a separate trench). D-56 DETECTABLE WARNING TAPES: Detectable underground utility warning tapes which can be located from the surface by a pipe detector shall be instatled directly above non-metallic water and sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured by Allen Systems, Inc. or approved equal, and shall consist of a minimum thickness 0.35 mils solid aluminum foil encased in a protective inert plastic jacket that is impervious to all known alkalis, 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 Ufilitv Co/or Code Water Sewer Safety Blue Safery Green Leqends 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 and detectability. Allow a minimum of 18 inches befinreen the tape and the pipe. Payment for work such as backfill, bedding, bloeking, os✓��ss SC-30 � � f�I � IJ � '� J � � � a 1 1 ►i i� �J � l�l ' PART D - SPECIAL CONDITIONS detectable tapes, and all other associated appurtenances required shall be included in the unit price bid for the appropriate bid item(s). � D-57 PIPE CLEANING: Joints shall be 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 first 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 SPOIL/FILL 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 fitling is not occurring within a floodplain without � a permit. A floodplain permit can be issued upon approval of necessary Engineering studies. No � fill permit is required if disposal sites are not in a floodplain. Approval of the Contractor's disposal � sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill 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 approvin� the disposal site, � upon notification by the Director of Engineering Department, Contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinances of the t� City and this section. �J � I�� D-60 MECHANICS AND MATERIALMEN'S LIEN: The Contractor shall be required to execute a release of inechanics and materia�men's liens upon receipt of payment. D-61 SUBSTITUTIONS: The specifications for materials set out the minimum standard of quality which the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material which has been specified. Where the term "or equal", or "or approved equal" is used, it is understood that if a material, product, or piece of equipment bearing the name so used is furnished, it will be approvable, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City. If a product of any other name is proposed for use, the Engineer's approval thereof must be obtained before the proposed substitute is procured by the Contractor. Where the term "or equal", or "or approved equal" is not used in the specifications, this does not necessarily exclude alternative items or material or equipment which may accomplish the intended purpose. However, the Contractor shall have the full responsibility of proving that the proposed substitution is, in fact, equal, and the Engineer, as the representative of the City, shall be the sole judge of the acceptability of substitutions. The 08/13/'99 SC-31 �� PART D - SPECIAL CONDITIONS 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 be abandoned, removed (except where being replaced in the same location), or rehabilitated (pipe enlargement, cured-in-place pipe, fold and form pipe, slip-line, etc.), shall be cleaned, and a television inspection performed to identify any active sewe� service taps, other sewer laterals and their location. Work shall consist of furnishing all labor, material, and equipment necessary for the cleaning and inspection of the sewer lines by means of closed circuit television. Satisfactory precautions shall be �aken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. 2. HIGH VELOCITY JET (HYDROCLEANING) EQUIPMENT: The high-velocity sewer line cleaning equipment shall be constructed for easy and safe operation. The equipment shall also have a selection of two or more high-velocity nozzles. The nozzles shall be capable of producing a scouring action from 15 to 45 degrees in all size lines designated to be cleaned. Equipment shall also include a high-velociry gun for washing and scouring manhole walls and floor. The gun shall be capable of producing flows from a fine spray to a solid stream. The equipment shall carry its own water tank, auxiliary engines, pumps, and hydraulically driven hose reel. Hydraulically Propelled Equipment shall be of a movable dam type and be constructed in such a way that a portion of the dam may be collapsed at any time during the cleaning operation to protect against flooding of the sewer. The movable dam shall be equal in diameter around the outer periphery to ensure removal of grease. If sewer cleaning balls or other equipment which cannot be collapsed is used, special precautions to prevent flooding of the sewers and public or private property shall be taken. The flow of sewage present in the sewer lines shall be utilized to provide necessary fluid for hydraulic cleaning devices whenever possible. 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 working procedures, the water shall be conserved and not 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. 3. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt, sand, rock, grease, and other solid or semisolid material resulting from the clEaning operation shall be removed at the downstream manhole of the section being cleaned. Passing material from manhole � �J � � � � �l L'J L"J �� a � I!i LJ a os✓��s S C-32 � , � , � .� � n , � � � i �., PART D - SPECIAL CONDITIONS section to manhole section, which could cause line stoppages, accumulations of sand in wet wells, or damage pumping equipment, shall not be permitted. 4. All solids or semisolid resulting from the cleaning operations shall be removed from the site and disposed of at a site designated by the Engineer. All materials shall be removed from the site no less often than at the end of each workday and disposed of at no additional cost to the City. 5. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THEREFROM BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS OR SANITARY SEWER MANHOLES. 6. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall be suitable to allow a clear picture of the entire periphery of the pipe. The camera shafl be operative in 100% humidity conditions. The camera, television monitor, and other components of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection. B. EXECUTION: TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps. In no case will the television camera be pulled at a speed greaterV than 30 feet per minute. Manual winches, power winches, N cable, and powered rewinds or other devices that do not obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. When manually operated winches are used to pull the television camera through the line, telephones or other suitable means of communications 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 distance measurements is emphasized. All television inspection video tapes shall have a footage counter. Measurement for location of sewer service taps shall be above ground by means of ineter device. Marking on the cable, or (� the like, which would require interpolation for depth of manhole, will not be allowed. � Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or othe� suitable device, and the accuracy shall be satisfactory to the Engineer. � . L � The City makes no guarantee that all of the sanitary sewers to be entered are ctear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor. The cost of retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of � os��ss each sewer service taps observed during inspection. In addition, other points of SC-33 �e PART D - SPECIAL CONDITIONS significance such as locations of unusual conditions, roots, storm sewer connections, broken pipe, presence of scale and corrosion, and other discernible features will be recorded, and a copy of such records will be supplied to the City. 3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the television picture of 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 suppty � visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection and may be retained a maximum of 30 calendar days. Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes will be returned to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer. If the tapes are of such poor quality that the Engineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be required to re- televise and provide a good tape of the line at no additional cost to the City. If a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for televising this portion shall be made. Also, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera. THE TAPES SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION FOR REVIEW AND DETERMINATtON OF SAGS. Upon completion of review of the tapes by the Engineer, the Contractor will be notified as to which sections of the sanitary sewer are to be corrected. Tapes will be returned to the Contractor upon completion of review by the Engineer. All costs associated with this work shall be incidental to unit prices bid for items under Television Inspection of the Proposal. C. PAYMENT OF CLEANING AND PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for Pre-Construction Cleaning and Television Inspection of sanitary sewers shall be per linear foot of sewer actually televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to existing sewer conditions and for providing appropriate means for review of the tapes by the Engineer including collection and removal, transportation and disposal of sand and debris from the sewers to a legal dump site. Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line 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 incidental and no payment shall be made. osi��ss SC-34 �J � � f`I , 0 ' � � I"1 � ' ' � � ' L'� � 1 4 �.�' PART D - SPECIAL CONDITIONS � _ 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 1'' option of the Contractor, and the costs must be included in the bid price for TV Inspections. ,_ The cost of retrieving the N Camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to TV Inspection. , �; The item shalt also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. � D-63 VACUUM TESTING OF SAf�ITARY SEWER MANHOLES � , A. GENERAL: This item shall govern the vacuum testing of all newly constructed sanitary sewer manholes. � B. EXECUTION: 1. TEST PROCEDURE: Manholes shall be tested with all connections in place. Lift holes � shall be plugged, and all drop-connections and gas sealing connections shall be installed prior to testing. � The sewer lines entering the manhole shall be plugged and braced to prevent the plugs `' from being drawn into the manhole. The plugs shall be installed in the lines beyond the , drop-connections, gas sealing connections, etc. The test head shall be placed inside the frame at the top of the manhole and inflated in accordance with the manufacturer's �' recommendations. A vacuum of ten inches of inercury (10"Hg) shall be drawn and the vacuum pump will be turned off. With the valve closed, the level of vacuum shall be read � after the required test time. The required test time shall be determined from the Table I below in accordance with ASTM C1244-93: � Table I ` MINIMUM TIME REQUIRED FOR VACUUM DROP OF 1" Hg (10"Hg - 9"Hg) (SEC) �` Depth of MH. 48-Inch Dia. 60-Inch Dia. �- (FT.) Manhole Manhole 0 to 16' 40 sec. 52 sec. � 18' 45 sec. 59 sec. . 20' 50 sec. 65 sec. 22' S5 sec. 72 sec. �, 24' 59 sec. 78 sec. 26' 64 sec. 85 sec. F 28' 69 sec. 91 sec. ` 30' 74 sec. 98 sec. �� For Each 5 sec. 6 sec. � Additional 2' ,, �. os��ss SC-35 � PART D - SPECIAL C�NDITIONS 2. ACCEPTANCE: The manhole shall be considered acceptable, if the drop in �he level of vacuum is less than one-inch of inercury (1" Hg) after the required test time. Any manhole which fails to pass the initial test must be repaired with a suitable material which conforms to the construction material of the manhole. The manhole shall be retested as described above until it has successfully passed the test. Following completion of a successful test, the manhole shall be restored to its normal condition, all temporary plugs shall be removed, all braces, equipment, and debris shall be removed and disposed of in a manner satisfactory to the Engineer. C. PAYMENT: Payment for vacuum testing of sanitary sewer manholes shall be paid at the contract price per each vacuum test. This price shall include all material, lab�; , a�uipment, 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 capaciry and size to handle the flow without sewage backup occurring to facilities connected to the sewer. Provisions shall be made at driveways and street crossings to permit safe vehicular travel without interrupting flow in the bypass system. Under no circumstances will the Contractor be permitted to discharge sewage into the trenches. Payment shall be incidental to rehabilitation or replacement of the sewer line. D-65 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER: A. GENERAL: After construction, ALL sections of sanitary sewer lines shall have a television inspection performed. Work shall consist of furnishing all labor, material, and equipment necessary for inspection of the sewer lines by means of closed circuit television. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. B. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall be operative in 100% humidity conditions. The camera, television monitor, and other components of the video system 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, TV cable, and powered rewinds or other devices that do not obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. Y � � L J�' fJ L_'.' L`_� � � � � LJ � a � osi�s✓ss SC-36 � ' Y C� i PART D - SPECIAL CONDITIONS When manually operated winches are used to pull the television camera through the line, telephones or other suitable means of communications shall be set up between the two manholes of the section being inspected to ensure good communications between members of the crew. The importance of accurate distance measurements is emphasized. All television ti 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. �1 [ F T� �� Li L� Sanitary sewer mains must be laced with enough water to fill all low pints. The television inspection must be done immediatety following the lacing of the main with no water flow. If sewer is active, flow must be restricted to provide a clear image of sewer being 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, or other standard-size photographs of the television picture of problems shall be taken by the Contractor upon request of the Engineer, as long as such photographing does not interFere with the Contractor's operations. 4. VIDEOTAPE RECORDINGS: The purpose 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 by the Contractor for review of the tapes. Tapes will be returned to the Contractor upon completion of �eview by the Engineer. Tapes shall not be erased without the permission of the Engineer. �, �.� os��s If the tapes are of such poor qualitv that the Enqineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be reauired to re- televise 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 of lines not televised or portions where manholes cannot be negotiated with the television camera. SC-37 I�I PART D - SPECIAL CONDITIONS ._ D. PAYMENT OF POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for post-construction Television Inspection of sanitary sewers shall be per linear foot of sewer televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to sewer conditions and for providing appropriate means for review of the tapes by the Engineer. Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. The quantity of TV inspection shall be measured as the total length of new pipe installed. All costs associated with this work shall be included in the appropriate bid item - Post-Construction Television Inspection. The item shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. D-66 SAMPLES AND QUALITY CONTROL TESTING: A. The Contractor shall furnish, at its own expense, certifications by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic and/or Portland cement concrete to be used, and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken. The contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. B. Tests of the design concrete mix shall be made by the contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate, cement, and mortar which are to be used later in the concrete. The Contractor shall provide a certified copy of the test results to the City. C. Quality control testing of in-place material on this project will be performed by the city at its own expense. Any retesting required as a result of failure of the material to meet project specifications will be at the expense of the contractor and will be billed at commercial rates as determined by the City. The failure of the City to make any tests of materials shall in no way relieve the contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. D. Not less than 24 hours notice shall be provided to the City by the requiring testing. The Contractor shall provide access and trench for the site to be tested, and any work effort involved is deemed price for the item being tested. � E. The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. � D-67 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL: A. DESCRIPTION: This item shall consist of temporary soil erosion sediment and water pollution control measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at no time be used as a substitute for the permanent control measures 08/13/99 �' 1 � , fil �J � , � � f'I ' Contractor for operations a safety system (if required) to be included in the unit SC-38 � � ' ►E U__ � � � � � � � � � � � � � ►. �r - � PART D - SPECIAL CONDITIONS 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. B. CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define erodible earth and the authority to limit the surface area of erodible-earth material exposed by preparing right-of-way, clearing and grubbing, the surface area of erodible-earth material exposed by excavation, borrow and to direct the CONTRACTOR to provide temporary pollution-control measures to prevent contamination of adjacent streams, other water courses, lakes, ponds or other areas of water impoundment. Such work may involve the construction of temporary berms, dikes, dams, sediment basins, slope drains and use of temporary mulches, mats, seeding, or other control devices or methods directed by the Engineer as necessary to control soil erosion. Temporary pollution-control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution control features, but are not associated with permanent control features on the project. The Engineer will limit the area of preparing right-of-way, clearing and grubbing, excavation and borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the finish grading, 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. 2. When work areas or material sources are located in or adjacent to live streams, such areas shall be separated from the stream by a dike or other barrier to keep sediment from entering a flowing stream. Care shall be taken during the construct�on and removal of such barriers to minimize the muddying of a stream. 3. All waterways shall be cleared as soon as practicable of false work, piling, debris or other obstructions placed during construction operations that are not a part of the finished work. 4. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and reservoirs with fuels, oils, bitumens, calcium chloride or other harmful materials. He shall conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish. C. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide temporary erosion control shall be considered subsidiary to the contract and no extra pay will be given for this work. D-68 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES: The Contractor shall provide ingress and egress to the property being crossed by this construction and adjacent property when construction is not in progress and at night. Drives shall be left accessible at night, on weekends, and during holidays. The Contractor shall conduct his activities to minimize obstruction of access to drives and property during the progress of construction. Notification shall be made to an owner prior to his driveway being removed and/or rebuilt. osi��✓ss SC-39 PART D - SPECIAL CONDITIONS � D-69 PROTECTION OF TREES, PLANTS AND SOIL: All property along and adjacent to the Contraciors' operations including lawns, yards, shrubs, trees, etc., shall be preserved or restored after completion of the work, to a condition equal to or better than existed prior to start of work. Any trees or other landscape features scarred or damaged by the Contractor's operations shall be restored or replaced at the Contractor's expense. Trimming or pruning to facilitate the work will be permitted on�y by experienced workmen in an approved manner (No trimming or pruning without the property owners' consent). Pruned limbs of 1" diameter or larger shall be thoroughly treated as soon as possible with a tree wound dressing. D-70 SITE RESTORATION: The contractor shall be responsible for restoring the site to original grade and condition after completion of his opera�ions subject to approval of the Engineer. The basis for approval by the Engineer will be grade restoration to plus minus one-tenth (0.1) of a foot. D-71 CITY OF FORT WORTH STANDARD PRODUCT LIST: Proposed products submitted in the bid documents must appear in the latest "City of Fort Worth Standard Product List, for the bid to be considered responsive. Products and processes listed in the "City of Fort Worth Standard Product List, shall be considered to meet City of Fort Worth minimum technical requirements. D-72 STATE REVOLVING FUND (SRF) REQUIREMENTS: This project, in addition to standard City of Fort Worth requirements, may involve certain State requirements. These requirements, if applicable, are provided in the following documents and should thoroughly be reviewed and 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 confcrm 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 of 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 the parkways and medians before any topsoil is obtained from a borrow source. Topsoil material secured from street excavation shall be stockpiled at locations approved by the Engineer, and at completion of grading and paving L'J � � L1J � LJ � L'J � � u �: � u osi��s SC-40 � ' PART D - SPECIAL CONDITIONS ' operations, topsoil shall be piaced 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 and 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 6 these grasses shall be alive and acceptable. Bermuda and Buffalo grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a two (2) inch minimum = thickness of native soil attached to the roots. St. Augustine grass sod shall have a healthy, � virile root system of dense, thickly matted roots throughout a one (1) inch minimum thickness of native soil attached to the roots. � The sod shall be free from obnoxious weeds or other grasses and shall not contain any matter deleterious to its growth or which might affect its subsistence or hardiness when ��, transplanted. Sod to be placed between curb and walk and on ter�aces shall be the same type grass as adjacent grass or existing lawn. Care shall be taken at all times to retain native soil on the roots of the sod during the process of excavating, hauling, and planting. Sod material shall be kept moist from the time it is dug until planted. When so directed by the Engineer, the sod existing at the source shall be watered to the extent required prior to excavating. Sod material shall be planted within three days after it is excavated. �,f CONSTRUCTION METHODS: After the designated areas have been completed to the lines, grades, and cross-sections shown on the Drawings and as provided for in other items of the `� contract, sodding of the type specified shall be performed in accordance with the requirements hereinafter described. Sodding shall be either "spot" or "block"; either , Bermuda, Buffalo or St. Augustine grass. a. Spot Sodding (� � Furrows parallel to the curb line or sidewalk lines, twelve (12) inches on centers or to the dimensions shown on the Drawings, shall be opened on areas to be sodded. In all � furrows, sod approximately three (3) inches square shall be placed on twelve (12) inch centers at proper depth so that the top of the sod shall not be more than one-half (1/2) inch below the finished grade. Holes of equivalent depth and spacing may be used � instead of furrows. The soil shall be firm around each block and then the entire sodded area shall be carefully rolled with a heavy, hand roller developing fifteen (15) to twenty-five (25) pounds per square inch compression. Hand tamping may be required on terraces. � co�„�9 sc-4.� I'� PART D - SPECIAL CONDITIONS b. Block Sodding. At locations on the Drawings or where directed, sod blocks shall be carefully placed on the prepared areas. The sod shall be so placed that the entire designated area shall be covered, and any voids left in the block sodding shall be filled with additional sod and tamped. The entire sodded area shall be rolled and tamped to form a thoroughly compact solid mass. Surfaces of block sod, which, in the opinion of the Engineer, may slide due to the height or slope of the surface or nature of the soil, shall,. upon direction of the Engineer, be pegged with wooden pegs driven through the sod block to the firm earth, sufficiently close to hold the block sod firmly in place. When necessary, the sodded areas shall be smoothed after planting has been completed and shaped to conform to the cross-section previously provided and existing at the time sodding operations were begun. Any excess dirt from planting operations shall be spread uniformly over the adjacent areas or disposed of as directed by the Engineer so that the completed surface will present a sightly appearance. The sodded areas shall be thoroughly watered immediately after they are planted and shall be subsequently watered at such times and in a manner and quantity directed by the Engineer until completion and final acceptance of the project by the City of Fort Worth. 3. SEEDING DESCRIPTION: "Seeding" witl 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 the Drawings and in accordance with these Specifications. MATERIALS: a. General. All seed used must carry a Texas Testing Seed label showing purity and germination, name, type of seed, and that the seed meets all requirements of the Texas Seed Law. Seed furnished shall be of the previous season's crop and the date of analysis shown on each tag shall be within 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 furnished for analysis and testing when directed by the Engineer. The specified seed shall equal or exceed the following percentages of Purity and germination: Common Name Common Bermuda Grass Annual Rye Grass Tall Fescue Western Wheatgrass Buffalo Grass Varieties Top Gun Cody 08/13/99 Puri 95% 95% 95% 95% 95% 95% SC-42 Germination 90% 95% 90% 90% 90% 90% � � � � � '� � ' � fJ � � a , � � ' LJ �� ' , �> PART D - SPECIAL CONDITIONS Table 120.2.(2)a. ��. URBAN AREA WARM-SEASON SEEDING RATE (Ibs.); Pure Live Seed (PLS) �` Mixture for Clav or Tiqht Soils Mixture for , Sandv Soils Dates (Eastem Sections) (Western Sections) ' fAll Sections) � Feb 1 Bermudagrass 40 Buffalograss 80 Bermudagrass 60 L, to Buffalograss 60 Bermudagrass 20 Buffalograss 40 May 1 r� 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 50 to Western Wheatgrass 50 May 1 Annual Rye 50 Total: 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 angles to each other. Seed and fertilizer shall be distributed at the same time provided the specified uniform rate of application for both is obtained. "Finishing" as specified in Section D-46, Construction Methods, is not applicable since no seed bed preparation is required. DISCED SEEDING: Soil over the area shown on the Drawings as directed to be seeded shall � be loosened to a minimum depth of three (3) inches and all particles in the seed bed shall be � reduced to less than one (1) inch in diameter or they shall be removed. The area shall then be finished to line and grade as specified under "Finishing" in Section D-46, Construction � Methods. , The seed, or seed mixture, specified shall then be planted at the rate required and the � application shall be made uniformly. If the sowing of seed is by hand rather than by � os��ss SC-43 � PART D - SPECIAL CONDITIONS mechanical methods, seed shall be raked or harrowed into the soii to a depth of approximately one-eight (1/8) inch. The planted area shall be rolled with a corrugated roller of the "Cultipacker" type. All rolling of the slope areas shall be on the contour. ASPHALT MULCH SEEDING: The soil over the area shown on the Drawings, or as directed to be seeded, shall be loosened to the minimum depth of three (3) inches and afl particles in the seed bed shall be reduced to less than one (1) inch in diameter, or they shall be removed. The area shall then be finished to line and grade as specified under "Finishing" in Section D- 46, Construction Methods. Water shall then be applied to the cultivated area of the seed bed until a minimum depth of six (6) inches is thoroughly moistened. After the watering, when the ground has become sufficiently dry to be loose and pliable, the seed, or seed mixture specified, shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand, rather than mechanical methods, the seed shall be sown in two directions at right angles to each other. Seed and fertilizer may be distributed at the same time, provided the specified uniform rate of application for both is obtained. After planting, the seed shall be raked or harrowed into the soil to a depth of approximately one-quarter (1/4) inch. The planted surface area and giving a smooth surface without ruts or tracks. In between the time compacting is completed and the asphalt is applied, the planted area shall be watered sufficiently to assure uniform moisture from the surface to a minimum of six (6) inches in depth. The application of asphalt shall follow the last watering as rapidly as possible. Asphalt shall be of the type and grade as shown on the Drawings and shall conform to the requirements of the item 300, "Asphalts, Oils and Emulsions". If the type of asphalt to be used is not shown on the Drawings, or if Drawings are not included, then MS-2 shall be used. Applications of the asphalt shall be at a rate of three-tenths (0.3) gallons per square yard. It shall be applied to the area in such a manner so that a complete film is obtained and the finished surface shall be comparatively smooth. RE-SEEDING OF AREAS PLANTED WITH COOL SEASONS SPECIES: Areas where temporary cool season species have been planted may be replanted beginning February 1 with warm season species as listed in Table 120.2(2)a. The re-seeding will be achieved in the following manner. The cool season species shall be mowed down to a height of one (1) inch to insure that slit-seeding equipment will be able to cut through the turf and achieve adequate soil penetration. * 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. �J � �I f'I � � 'I�� I'�� ' L'_1 LJ 1 � 0�,�9 sc-�4 a � ! �� W u �� PART D - SPECIAL CONDITIONS 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 fertilizer shall be used with an analysis of 16-20-0 or 16-5-8 or having the analysis shown on the Drawings. The figures in the 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 concentration. 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 appiied uniformly over the area specified to t� 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. a � Unless otherwise indicated on the Drawings, fertilizer average rate of three hundred (300) pounds per acre hundred (400) pounds per acre for all types of "Seeding". shall be applied uniformly at the for all types of "Sodding" and four 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 under "Measurement" shall be paid for at the unit price bid for each item of work. Its price shall be full compensation for excavating (except as noted below), loading, hauling, placing and furnishing all labor, equipment, tools, supplies, and incidentals necessary to complete work. � All labor, equipment, tools and incidentafs necessary to supply, transport, stockpile and place topsoil or salvage topsoil as specified shall be included in "Seeding" or "Sodding" bid items and will not be paid for directly. �, � "Spot sodding" or "block sodding" as the case may be, will be paid for at the contract unit price per square yard, complete in place, as provided in the proposal and contract. The contract unit price shall be the total compensation for furnishing and placing all sod; for all rolling and tamping; for all watering; for disposal of all surplus materials; and for all materials, labor, equipment, tools and incidentals necessary to complete the work, all in accordance with the Drawings and these Specifications. The work performed and materials furnished and measured as provided under "Measurement" shall be paid for at the unit price for "Seeding", or "Sodding", of the type oa��ss SC-45 �, PART D - SPECIAL CONDITIONS specified, as the case may be, which price shali each be full compensation for furnishing all materials and for performing all operations necessary to complete the work accepted as � follows: Fertilizer material and application will not be measured or paid for directly, but is considered subsidiary to Sodding and Seeding. D-74 CONFINED SPACE ENTRY 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°. Cortractors shall subm�t an acceptable "CONFINED SPACE ENTRY PROGRAM" for all applicabfe 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: 1. Prior to the final inspection being conducted for the project, the contractor shall contact the city inspector in writing when the entire project or a designated portion of the project is substantially complete. 2. The inspector along with appropriate City staff and the City's consultant shall make an inspection of the substantially completed work and prepare and submit to the contractor a list of items needing to be completed or corrected. 3. 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. 4. 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. 5. Final inspection shall be in conformance with general condition item "C5-5.18 Final Inspection" of PART C- GENERAL CONDITIONS. D-76 EXCAVATION NEAR TREES: 1. The Contractor shall be responsible for taking measures to minimize damage to tree limbs, tree trunks, and tree roots at each work site. All such measures shall be considered as incidental work included in the Contract Unit Price bid for applicable pipe or structure installation except for short tunneling/tree augering. 2. Any and all trees located within the equipment operating area at each work site shall, at the direction of the Engineer, be protected by erecting a"snow fence" along the drip line or edge of the tree root system between tree and the construction area. 3. Contractor shall inspect each work site in advance and arrange to have any tree limbs pruned that might be damaged by equipment operations. The Engineer shall be notified os��s SC-46 PART D - SPECIAL CONDITIONS �' at least 24 hours prior to any tree trimming work. No trimming work will be permitted ._ within private property without written permission of the Owner. �� 4. Nothing shall be stored over the tree root system within the drip line area of any tree. 11 5. Before excavation (off the roadway) within the drip line area of any tree, the earth shall be � 1 sawcut for a minimum depth of 2 feet. 6. At designated locations shown on the drawings, the "short tunnel" method using Class 51 D.I. pipe shall be utilized. 7. Except in areas where clearing �� allowed, all trees up to 8" in diameter damaged during � p construction shall be removed and replaced with the same type and diameter tree at the „ contractor's expense. , 8. Contractor shall employ a qualified landscaper for all the work required for tree care to � ensure utilization of the best agricultural practices and procedures. �, 9. Short tunneling shall 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 a 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 t' Wastewater Clay Dam Construction, figure in the Drawings in these Specifications, at locations indicated on the Drawings or as directed by the City. Clay dams shall be ke��ed 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 for verifying the locations of all existing utilities prior to construction, in accordance with item D-22. r� At locations identified on the drawings, contractor shall conduct an exploratory excavation (D- � Hole), to Iocate and verify the location and elevation of the existing underground utility where it may be in potential conflict with a proposed facility alignment. The exploratory excavation shall �' be conducted prior to construction of the entire project only at locations denoted on the plans �� or as directed by the engineer. Contractor shall submit a report of findings (including surveyed elevations of existing conflicting utilities) to the City prior to the start of construction of the entire project. If the contractor determines an existing utility is in conflict with the proposed facility, the .. contractor shall contact the engineer immediately for appropriate design modifications. �'� The contractor shall make the necessary repairs at the exploratory excavation (D-Hole) to obtain � a safe and proper driving surface to ensure the safety of the general public and to meet the �_ os��ss SC-47 �� , `_� PART D - SPECIAL CONDITIONS approval of the City inspector. The contractor shall be liable for any and all damages incurred due to the exploratory excavation (D-Hole). Payment shall not be made for verification of existing utilities per item D-22. Payment for exploratory excavation (D-Hole), at locations identified on the plans or as directed by the Engineer, shall include full compensation for all materials, excavation, surface restoration, field surveys, and all incidentals necessary to complete the work, shall be the unit price bid. No payment shall be made for exploratory excavation(s) conducted after constn.iction has begun. D-80 INSTALLATION OF WATER FACILITIES 80.1 Polyvinyl Chloride (PVC) Water ?ipe: POLYVINYL Chloride Plastic Water Pipe and fittings on this Project shall be in accordance with the material standard contained in the General Contract Documents. Payment for work such as backfill, bedding, blocking, detectable tapes and all other associated appurtenant required, shall be included in the linear foot price bid of the appropriate BID ITEM(S). 80.2 Blocking: Concrete blocking on this Project will necessarily be required as shown on the Plans and shall be installed in accordance with the General Contract Documents. All valves shall have concrete blocking provided for supporting. No separate payment will be made for any of the work involved for the item and all costs incurred will be considered to be included in the linear foot bid price of 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 C-200 Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of E1-15, E1-5 and E1-9 in Material Specifications of General Contract Documents and Specifications for Water Department Projects. The steel casing pipe shall be supplied as follows: For the inside and outside of casing pipe, coal-tar protective coating in accordance with the requirements of Sec. 2.2 and related sections in AWWA C-203. Touch-up after field welds shall provide coating equal to those specified above. C. Minimum thickness for casing pipe used shall be 0.375 inch. Stainless Steel Casing Spacers (centering style) such as manufactured by Cascade Waterworks Manufacturing Company or an approved equal shall be used on all non- concrete pipes when installed in casing. Installation shall be as recommended by the manufacturer. 2. SEWER: Boring used on this project shall be in accordance with the material standard E1-15 and Construction standard E2-15 as per Fig. 110 of the General Contract Documents. 3. PAYMENT: Payment for all materials, labor, equipment, excavation, concrete grout, backfill, and incidental work shall be included in the unit price bid per foot. f� � LJ � � �' i 1 a � � � � � LJ � � os��ss SC-48 a ' PART D - SPECIAL CONDITIONS � 80.4 Tie-Ins: The Contractor shall be responsible for making tie-ins to the existing � water mains. It shall be the responsibility of the Contractor to verify the exact location and elevation of the existing line tie-ins. And any differences in locations and elevation of � existing line tie-ins between the contract drawings and what may be encountered in the field shall be considered as incidental to construction. The cost of making tie-ins to existing water or sanitary sewer mains shall be included in the linear foot bid price of the � pipe. 80.5 Connection of Existing Mains: The Contractor shall determine the exact � location, elevation, configuration and angulation of existing water or sanitary sewer lines prior to manufacturing of the connecting piece. Any differences in locations, elevation, cnnfiguration, 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. Whe�e it is required to shut down existing mains in order to make proposed connections, ' such down time shall be coordinated with the Engineer, and all efforts shall be made to , keep this down time to a minimum. In case of shutting down an existing main, the � Contractor shall notify the Manager, Construction Services, Phone 871-7813, at least 48- hours prior to the required shut down time. The Contractor's attention is directed to � Paragraph C5-5.15 INTERRUPTION OF SERVICE, Page C5-5(5), PART C- GENERAL CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS AND GENERAL 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. aAll service's shall be constructed by the contractor utilizing approved factory manufactured tap saddles (when required) and corporation stops, type K copper water tubing, curb � stops with lock wings, meter boxes, and if required approved manufactured service branches. All materials used shall be as specified in the Material Standards (E1- 17 & E1-18) contained in the General Contract Documents. All water services to be reptaced shall be installed at a minimum depth of 36 inches below final grade. � oe��ss SC-49 L'J PART D - SPECIAL CONDITIONS All existing 3/4-inch water service lines which are to be repiaced shall be replaced with 1- inch Type K copper, 1-inch diameter tap saddle when required, and 1-inch corporation from the main line to the meter box. All services which are to be replaced or relocated shall be installed with the service main tap and service line being in line with the service meter unless otherwise directed by the Engineer. A minimum of 24 hours advance notice shall be given when service interruption will be required as specified in Section C5-5.15 INTERRUPTION OF SERVICE. All water service meters shall be removed, tagged, and collected by the contractor for pickup by the Water Department for reconditioning or replacement. After installation of the water service in the proposed location and receipt of a meter from the project inspector the contractor shall install the meter. The meter box shall be reset as necessary to be flush with existing ground or as otherwise directed by the Engineer. All such work on the outlet side of the service meter shall be performed by a licensed plumber. 1. WATER SERVICE REPLACEMENTS: Water service replacement or relocation is required when the existing service is lead or is too shallow to avoid breakage during street reconstruction. The contractor shall replace the existing service line with Type K copper from the main to the meter, curb stop with lock wings, and corporation stop. Payment for all work and materials such as backfill, fittings, type K copper tubing, curb stop with lock wings, service line adjustment, and any relocation of up to 12-inches from center line existing meter location to center line proposed meter location shall be included in the Linear Foot price bid for Copper Service Line from Main to five (5) feet behind Meter. Any vertical adjustment of customer service line within the 5 foot area shall be subsidiary to the service installation. Payment for all work and materials such as tap saddle (if required), corporation stops, and fittings shall be included in the p�ice bid for Service Taps to Main. 2. WATER SERVICE RECONNECTION: Water service reconnection is required when the existing service is copper and at adequate depth to avoid breakage during street reconstruction. The contractor shall adjust the existing water service line as required for reconnection and furnish a new tap with corporation stop. The contractor will be paid for one (1) Service Tap to Main for each service reconnected plus for any copper service line used in excess of five (5) feet from Main to five (5) feet behind the Meter. 3. 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 and meter box is moved more than twelve (12) inches, as measured from the center line of the existing meter to location to the center line of the proposed meter location, separate payment will be allowed for the relocation of service meter and meter box. Centerline is defined by a line extended from the service tap through the meter. Only relocations made perpendicular to this centerline will be paid for separately. Relocations made along the centerline will be paid of in feet of copper service line. � � � '�'J I� � � � � � � 0 � � 0 : �1 0�,�9 sc_so 0 � � PART D - SPECIAL CONDITIONS " i When relocation of service meter and meter box is required, payment for all work and 11 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 a bid for the service meter relocation. All other costs will be included in other appropriate bid item(s). � This item will also be used to pay for all service meter and meter box relocations as required by the Engineer when the service line is not being replaced. Adjustment of only the meter box and customer service line within 5 feet distance behind the meter will not � justify separate payment at any time. Locations with multiple service branches will be paid for as one service meter and meter box relocation. � 4. NEW SERVICE: When 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. � Payment for all work and materials such as backfill, fittings, type K copper tubing, and curb stop with lock wings shall be included in the Linear Foot price bid for Service Line afrom 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. 5. MULTIPLE SERVICE BRANCHES: When multiple service branches are required the contractor shall furnish approved factory manufactured branches. Payment for multiple service branches will include furnishing and installing the multiple service branch only and all other cost will be included in other appropriate bid item(s). � 6. MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER: Any multiple service lines with taps servicing a single service meter encountered during construction shall be replaced with one service line that is applicable for the size of the existing service V 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 Line: The 2-inch temporary service main and 3/4-inch a 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 a and permanent service reconnections with the building owners and the Engineer in order that the work be perFormed in an expeditious manner. Severed water service must be reconnected within 2 hours of discontinuance of service. � , A 2-inch tapping saddle and 2-inch corporation stop or 2-inch gate valve with an appropriate fire hydrant adapter fitting shall be required at the temporary service point of � connection to the City water supply. The 2-inch temporary service main and 3/4-inch � oa��s SC-51 � PART D - SPECIAL CONQITIONS service lines shall be installed in accordance to the attached figures 1, L and 3. 2" temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated lime (HTH) prior to installation. A finro-inch meter will be furnished by the Water Department Meter Shop and installed by the Contractor at its point of connection to the City water supply for record keeping purposes only. The out-of-service meters shall be removed, tagged and collected by the Contractor for delivery to the Water Department Meter Shop for reconditioning or replacemenf. Upon restoring permanent service, the Contractor shall re-install the meters at the correct location. The meter box shall be reset as necessary to be flush with the existing ground or as otherwise directed by the Engineer. The temporary service layout shall have a minimum available flow rate of 5 GPM at a dynamic pressure of 35 PSI per service tap. This criteria shall be used by the Contractor to determine the length of temporary service allowed, number of service taps and number of feed points. When the temporary service is required for more than one location the 2-inch temporary service pipes, 3/4-inch service lines and the 2-inch mete� shall be moved to the next successive project location. Payment for work such as fittings, 3/4-inch service lines, asphalt, barricades, all service connections, removal of temporary services and all other associated appurtenants required, shall be included in the appropriate bid item. 80.9 Adjust Manholes, and Vaults (Utility Cut): Contractor will be responsible for adjusting water valve boxes, manholes and vaults to match new pavement grade. The unit price bid will be full payment fo� materials including all labor, equipment, tools and incidentals necessary to complete the work. � � t�.' a � � � � a LTJ 80.10 Adjust Water Valve Boxes: Contractor will be responsible for adjusting water valve boxes to match new pavement grade. The water valves themselves will be 0 adjusted, if necessary, by City of Fort Worth Water Department forces. Prior to the beginning of work, the Contractor shall make an inventory of the condition of existing water valve boxes. The Construction Engineer will field verify this inventory and provide the Contractor replacements for broken valve boxes. The contractor shall replace the valve boxes which are damaged during construction at no cost to the City. The unit price bid per each will be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. 80.11 Purging and Sterilization of Water Lines: Before being placed into service all newly constructed water lines shall be purged and sterilized in accordance with E2-24 of the General Contract Documents and Specifications except as modified herein. The Contractor will furnish all water for INITIAL cleaning and sterilization of water lines. All materials for construction of the project, including appropriately sized "pipe cleaning pigs", chlorine gas or chlorinated lime (HTH) shall be furnished by the Contractor. Chlorinated lime (HTH) shall be used in sufficient quantities to provide a chlorine residual of fifty (50) PPM. The residual of free chlorine shall be measured after 24 hours and shall not be less oa��ss SG52 0 I'1 � � � � ' � PART D - SPECIAL CONDITIONS -� than 10 parts per miliion of free chlorine. Chlorinated water shall be disposed of in the � sanitary sewer system. Should a sanitary sewer not be available, chlorinated water shall be "de-chlorinated" prior to disposal. The line may not be placed in senrice 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 Plane Boundaries: Contractor shall take note that the water line to be replaced u� �c�er this contract may cross or may be in close prc,ximity to ai� � existing pressure plane boundary. Care shall be taken to ensure all "pressure plane" valves installed are installed closed and no cross connections are made between ' pressure planes 80.13 Water Sample Station: � GENERAL: All water sampling station installations will be per attached Figure 34 or as required in large water meter vaults as per Figure 33 unless otherwise directed by the Engineer. � The appropriate water sampling station will be furnished to the Contractor free of charge; `� however, the Contractor will be required to pick up this item at the Field 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 copper Service Line from Main to Meter. L! 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 which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. � PAYMENT FOR FIGURE 33 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. l� 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 n, for Water Sample Stations. � �osi��ss SC-53 �� PART D - SPEGIAL CONDITIONS 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, horizontal conc�ete blocking, vertical tie-down concrete blocking, and concrete cradle necessary for construction as designed. All ductile-iron and gray-iron fittings, valves and specials shall be wrapped with polyethylene wrapping conforming to Material Specification E1-13 and Construction Specification E2-13. Wrapping 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 for 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 the water or sewage flows from the existing mains and ground water. The Contractor shall be responsible for damage of any nature resulting from the dewatering operations. The DISCHARGE from any dewatering operation shall be conducted as approved by the Engineer. Ground water shall not be discharged into sanitary sewers. Dewatering shall be considered as incidental to a construction and all costs incurred will be considered to be included in the project price. D-83 TRENCH EXCAVATION ON DEEP TRENCHES: Contractor to prevent any water flowing into open trench during construction. Contractor shall not leave excavated trench open overnight. Contractor shall fill any trench the same day of excavation. No extra payment shall be allowed for this special condition. D-84 TREE PRUNING: A. � osi��ss REFERENCES: National Arborist Association's "Pruning Standards for Shade Trees". ROOT PRUNING EQUIPMENT SC-54 � ► .� U C L� � ,. .� � D. � � r� � � [_ � � E. � F. PART D - SPECIAL CONDITIONS 1. Vibratory Knife 2. Vermeer V-1550RC Root Pruner NATURAL RESOURCES PROTECTION FENCE 1. Steel "T" = Bar stakes, 6 feet long. 2. Smooth Horse-Wire: 14-1/2 gauge (medium gauge) or 12 gauge (heavy gauge). 3. Surveyor's Plastic Flagging: "Tundra" weight, International fluorescent orange or red color. 4. Combination Fence: Commercially manufactured combination soil separator fabric on wire mesh backing as shown on the Drawings. ROOT PRUNING 1. Survey and stake location of root pruning trenches as shown on drawings. 2. Using the approved specified equipment, make a cut a minimum of 36 inches deep in order to minimize damage to the undisturbed root zone. 3. Backfill and compact the trench immediately after trenching. 4. Place a 3-foot wide by 4-inch deep cover of mulch over the trench as required by the Engineer. 5. Within 24 hours, prune flush with ground and backfill any exposed roots due to construction activity. Cover with wood chips of mulch in orc'er to equalize soil temperature and minimize water loss due to evaporation. . 6. Limit any grading work within conservation areas to 3-inch maximum cut or fill, with no 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: Q Trees to be removed shall be removed using applicable methods, including stump and root ball removal, loading, hauling and dumping. Extra caution shall be taken to not disrupt existing utilities both overhead and buried. The Contractor shall immediately repair or replace any � damage to utilities and private property including, but not limited to, water and sewer services, � pavement, fences, walls, sprinkler system piping, etc., at no cost to the Owner. All costs for tree removal, including temporary service costs, shall be considered subsidiary to the project contract • price and no additional payment will be allowed. � os��ss SC-55 � PART D - SPECIAL CONDITIONS D-86 TEST HOLES: � I�I The matter of subsurface exploration to ascertain the nature of the soils, including the amount of � rock, if any, through which this pipeline installation is to be made is the responsibility of any and all prospective bidders, and any bidder on this project shall submit his bid under this condition. Whether prospective bidders perform this subsurface exploration jointly or independently, and � whether they make such determination by the use of test holes or other means, shall be left to the discretion of such prospective bidders. If test borings have been made and are provided for bidder's information, at the locations shown O on the logs of borings in the appendix of this spe�ification, it is expressly declared that neither the City nor the Engineer guarantees the accuracy for the information or that the material � encountered in excavations is the same, either in character, location, or elevation, as shown on the boring logs. It shall be the responsibility of the bidder to make such subsurface investigations as he deems necessary to determine the nature of the material to be excavated. The Contractor assumes all responsibility for interpretation of these records and for making and maintaining the 0 required 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 in � the linear foot bid price of the pipe. a � � � � i � � .� 0�„�9 SG56 a � i PART DA - ADDITIONAL SPECIAL CONDITIONS _� V �. � � � i� •� � lj � L. DA-1 PIPELINE REHABILITATION CURED-IN-PLACE PIPE ........................................... (OMITfED) DA-3 PIPELINE REHABILITATION FOLD AND FORM PIPE .......................................... (OMITTED) DA-2 PIPELINE REHABILITATION PIPE ENLARGEMENT SYSTEM .............................. (OMITTED) DA-4 SLIPLINING ............................................................................................................. (OMITTED) DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT ........................................................... ASC-3 DA-6 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR .......................................... (OMITTED) DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION ....................... ASC-6 DA-8 MANHOLE REHABILITATION ITEMS ..................................................................... (OMITTED) DA-9 SURFACE PREPARATION FOR MANHOLE REHABILITATION ............................. (OMITTED) DA-10 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM .............. (OMITTED) DA-11 INTERIOR MANHOLE COATING - QUADEX SYSTEM ........................................... (OMITTED) DA-12 INTERIOR MANHOLE COATING - SPRAYVI/ALL SYSTEM ........................................... ASC-8 DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM ..................................... ASC-11 DA-14 INTERIOR MANHOLE COATING - PERMACAST SYSTEM WITH EPDXY LINER....(OMITfED) DA-15 INTERIOR MANHOLE COATING-STRONG-SEAL SYSTEM .........................................ASC-14 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 ................................................ ASC-17 DA-20 FIBERGLASS MANHOLES ...................................................................................... (OMITTED) DA-21 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES ........................ ASC-20 DA-22 REPLACEMENT OF CONCRETE CURB AND GUTTER .............................................. ASC-21 DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS ....................................................... ASC-21 DA-24 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE .......................................... (OMITTED) 04/16/99 ASC-1 � n �� .� � l.� � ,: l*' l� u L`J � ' � ' � � PART DA - ADDITIONAL SPECIAL CONDITIONS DA-25 GRADED CRUSHED STONES ................................................................................ (OMITTED) DA-26 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE .........................................................(OMITfED) DA-27 BUTT JOINTS - MILLED .......................................................................................... (OMITTED) DA-28 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) ................................................. (OMITTED) DA-29 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER ............................................... ASC-22 DA-30 NEW 7" CONCRETE VALLEY GUTTER .................................................................. (OMITTED) DA-31 NEW 4" STANDARD WHEELCHAIR RAMP ............................................................. (OMITTED) DA-32 8" PAVEMENT PULVERIZATION .............................................................................(OMITTED) DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) ............................ ASC-22 DA-34 RAISED PAVEMENT MARKERS .............................................................................. (OMITTED) DA-35 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING ............... (OMITTED) DA-36 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL ..... (OMITTED) DA-37 ROCK RIPRAP - GROUT - FILTER FABRIC ..................................................................ASC-24 DA-38 CONCRETE PIPE FITINGS AND SPECIALS .......................................................... (OMITTED) 04/16/99 l�s�.-2 � 1 � � I �! � 2. All excavation shall provide an open area conforming to the outside diameter of the casing and/or carrier conduit. The excavation shall be to an alignment and grade which will allow the carrier conduit to be installed to proper line and grade as shown on the Plans and as established in the Specifications. 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. � � ►� �A. D 3. Work shall be perFormed in accordance with the requirements of the City of Fort Worth Water Department, the Texas Department of Transportation, or railroad company, as applicable. MATERIALS: 1. Casing Pipe: Casing pipe shall be steel conforming to ANSI B36.10 and the following: a. Field Strength: 35,000 psi minimum. b. c. d. a � a a A. � � li � 04/16/99 E 3 PART DA - ADDITIONAL SPECIAL CONDITIONS Wall thickness: 0.312 in. minimum (0.5 for railroad crossings). Diameter: As shown on the drawings (minimum size requirements). Joints: Continuous circumferential weld in accordance with AWS D1.1. Carrier Pipe in Casing: Carrier pipe shall be as shown on drawings and as specified in the General Contract Documents. Sewer Pipe without Casing Pipe: Shall be minimum Class 51 ductile iron pipe, or as designated on the plans. 4. Grout: Grout shall be Portland Cement grout of min. 2000 psi compressive strength at 28 days. Proportioned not less than 1 cu. ft. of cement to 3 cu. ft. of fine sand with sufficient water added to provide a free flowing thick slurry. EXECUTION 1. Where sewer pipe is required to be installed under railroad embankments or under highways, streets or other facilities in other than open cut, construction shall be performed in such a manner so as to not interfere with the operation of the railroad, street, highway, or other facility, and so as not to weaken or damage any embankment or structure. During construction operations, barricades and lights to safeguard 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. ASC-3 LJ 04/16/99 2. 3 n PART DA - ADDITIONAL SPECIAL CONDITIONS Pits and Trenches: a. If the grade of the pipe at the end is below the ground surface, suitable pits or trenches shall be excavated for the purpose of conducting the jacking or tunneling operations and for placing end joints of the pipe. Wherever end trenches are cut in the sides of the embankment or beyond it, such work shall be sheeted securely and braced in a manner to prevent earth from caving in. b. The location of the pit shall meet the approval of the Engineer. c. The pits of trenches excavated to facilitate these operations shall be backfilled immediately after the casing and carrier pipe installation has been completed. 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. The boring shall proceed from a pit provided for the boring equipment and workmen. The holes are to be bored mechanically. The boring shall be done using a pilot hole. By this method an approximate 2-inch hole shall be bored the entire length of the crossing and shall be checked for line and grade on the 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. b. In unconsolidated soil formations, a gel-forming colloidal drilling fluid consisting of at least 10 percent of high grade carefully processed bentonite may be used to consolidate cuttings of the bit, seal the walls of the hole, and furnish 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 between bore and outside of casing shall be pressure grouted. Installation of Carrier Pipe in Casing: a. Sanitary sewer pipe located within the encasement pipe shall be supported by "skids" or "bands" to prevent the pipe and bells from snagging on the inside of the casing, and to keep the installed line from resting on the bells. ASC-4 � u � � ,�I �� r u � �'J � a � � � � � � ' � LJ LJ � � �- Y 5 PART DA - ADDITIONAL SPECIAL CONDITIONS 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 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 casing as shown on the drawings or as required by the Engineer. Boring and Jacking Ductile Iron Pipe without Casing Pipe: a. As indicated on drawings and as required and directed by the Engineer � sewer shall be constructed of bore and jacked ductile iron pipe. �- b. When a casing pipe is not designated on the drawings, the contractor shall " provide a casing pipe if necessary to achieve line and grade. Casing pipe � shall be provided at no additional cost and shall be subsidiary to the cost bid for installation By Other than Open Cut. L�J c. Bore and jack in accordance with paragraph C.3. above. d. Short length of sewer consisting of a single pipe section may be installed by jacking without a bore hole if permitted by the Engineer and in soft soil layer. All voids outside of installed pipe shall be pressure grouted. � 6. Tunneling: Where the characteristics of the soil, the size of the proposed pipe, or the use of monolithic sewer would make the use of tunneling more satisfactory a 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. � � r 1 I „ 04/16/99 t,� a. When tunneling is permitted, the lining of the tunnel shall be of sufficient strength of support the overburden. The Contractor shall submit the proposed liner method to the Enginee� 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. b. The space between the tunnel liner and the limits of excavation shall be pressure grouted or mud-jacked. ASC-5 , PART DA - ADDITIONAL SPECIAL CONDITIONS �''J c. Access holes for placing concrete shall be space at maximum intervals of � 10 feet. A. MEASUREMENT AND PAYMENT: Installation of pipe by other than open cut will be measured by the linear foot of pipe, complete in place. Such measurement will be made befinreen the ends 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 Contract Unit Price bid per linear foot for Pipe Installed by Other Than Open Cut of the type, size, and class of pipe specified as shown on plans. The furnishing of all materials, pipe, liner materials required for installation, for all preparation, hauling and installing of same, anca �cr all labor, tools, equipment and incidentals necessary to complete the work, including excavation, backfilling and disposal of surplus material shall be included in the Contract Unit Price as shown in the Bid Proposal. DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION: A. GENERAL: Scope: This section governs all work, materials and testing required for the application of interior protective coating. Structures designated to received interior coating are listed on the construction drawings. The structures are to be 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 required for the completion of protective coating of structures in accordance with manufacturer's recommendations. 3. 4. Manufacturer's Recommendations: Materials and procedures utilized for the lining process shall be in strict accordance with manufacturer's recommendations. Corrosion Protection: Corrosion protection may be required on all structures where high turbulence or high H2S content is expected. B. MATERIALS: L'J � � �I 0 � � �J L''J' 0 � 1. Scope: This section governs the materials required for completion of protective coating of designated structures. a 2. Protective Coating: The protective coating shall be a proprietary two component, 100 percent solids, rigid polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc. or a finro-part epoxy resin system using 100% sotids based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 405. a L� 04/16/99 AS C-6 Q , .: 4 V PART DA - ADDITIONAL SPECIAL CONDITIONS 3. 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. 4. Material Identification: The protective coating material sprayed onto the surFace of the structure shall be a urethane or epoxy resin system formulated for the application to a sanitary sewer environment. The spray system shall exhibit the minimum physical properties as follows: Property Tensile Strength Flexural Stress J Flexural Modulus Standard ASTM D-638 ASTM D-790 ASTM D-790 L.ong Term V�lue 5,000 psi 10,000 psi 550,000 psi 5. Mixing and Handling: Mixing and Handling of specialty cement material and protective coating material, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling of the coating material shall perForm the spray coating operations and coating installations. C. EXECUTION: � 1. � 2. � �Z � � � 3. � � [� oai�s�ss � General: Protective coating shall not be installed until the structure is complete and in place. Preliminary Repairs: a. All foreign materials shall be removed from the interior of the structure using high pressure water spray (3500 psi to 4000 psi at spray tip). b. All unsealed lifting holes, unsealed step holes, and voids larger than approximately one-half (1/2) inch in thickness shall be filled with patching compound as recommended by the material supplier for this application. c. After all repairs have been completed, remove all loose material. Protective Coating: a 0 The protective coating shall be applied to the structure from the bottom of the frame to the bench, down to the top of the trough. The top of the structure shall also be coated. The protective coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. ASC-7 PART DA - ADDITIONAL SPECIAL CONDITIONS 1) 2) 3) The surFace shall be thoroughiy cleaned of all foreign materials and matter. Place covers over the invert to prevent extraneous material from entering the sewers. If required for filling or leveling, apply specialty cement product to provide a smooth surface for the coasting material. 4) Spray the urethane or epoxy onto the structure wall and bench/trough to a minimum uniform 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 application shall have a minimum of three (3) hours cure time or be set hard 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 application. 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 TESTING OF SANITARY SEWER MANHOLES. D. MEASUREMENT AND PAYMENT: Payment shall be based on the Contract Unit Price Bid per vertical foot, measured f�om 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 of the protective coating, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular structure, if required by the Engineer, shall be paid for separately, as specified in Section DA-8, MANHOLE REHABILITATION. DA-12 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM: A. GENERAL 1 04/16/99 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. ASC-8 � lJ I�I a � �� L' T CI � L'�� C� a a �I � PART DA - ADDITIONAL SPECIAL CONDITIONS � � 04/16/99 2. Description The Contractor shail be responsible for the fumishing of all labor, supervision, materials, equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents. 3. Manufacturer's Recommendations 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 have a minimum of one-half (1/2) inch specialty cement-based coating material (Quadex QM-1 s or Reliner MSP) sprayed or trowelled on coating over the original interior surface. MATERIALS 1 ✓� � 4. Scope This section governs the materials required for completion of interior coating of manholes. Interior Coating The interior coating shall be a proprietary two component, 100 percent solids, rigid polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc. Specialty Cement The specialty cement-based coating material shall be either Quadex QM-1 s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. Material Identification The interior manhole coaiing 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 properties as follows: Propertv Standard Lonq Term Value Tensile Strength ASTM D-638 5,000 psi Flexural Stress ASTM D-790 10,000 psi Flexural Modulus ASTM D-790 550,000 psi ASG9 PART DA - ADDITIONAL SPECIAL CONDITIONS 5. Mixing and Handling Mixing and handling of specialty cement material and interior coating material, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling of the coating material shall perfcrm the spray coating operations and coating installations. C. EXECUTION 1. General Manhole coating shall not be installed until sealing of manhole frame and grade adjustments, or partial manhole replacement when required for the manhole per the Manhole Rehabilitation Schedule, is complete. 2. Temperature Normal interior coating operation shall be performed at temperatures of 40°F or greater. No application shall be made when freezing is expected within 24 hours. 3. Interior Manhole Coating a � 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. f'd � I� � e �� a � � ' ' � 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 ' , 04/16/99 ASC-10 � ' PART DA - ADDITIONAL SPECIAL CONDITIONS -, �- � � .� e l� � :� p U � � L: DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM: A. GENERAL LJ 4) Spray the urethane onto the manhole wall and bench/trough with a minimum thickness of 125 mils (0.125 inches). Thickness to be verifiable through the use of inethods acceptable to the Engineer. 5) Coat trough area with specialty cement product (Quadex QM-1 s or Reliner MSP). 1 MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing the work and for fumishing all labor, supervision, materials, equipment and material testing required to complete the work. Grouting, if necessary, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular manhole, if required by Manhole Rehabilitation Work Schedule or required to be done by the Engineer, shall be paid for separately at the Contract Unit Price. 1. Scope Testing of Rehabilitated Manholes a. Testing of rehabilitated manholes for watertightness shall be perFormed by the Contractor after operations are complete in accordance with Section DA- 18. This section governs all work, materials and testing required for 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. � � Description � � i. �� oai�siss 3. 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. Manufacturer's Recommendations Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturer's recommendations. ASC-11 � PART DA - ADDITIONAL SPECIAL CONDITIONS 4 Manholes Manholes to be coated are of brick, block, or concrete construction. All manholes shall have a minimum of one-half (1/2) specialty eement-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 govems the materials required for completion of interior coating of manholes 2. � 4 5. Interior Coating Raven Ultra High-Build epoxy Coating, a two-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 405. Specialty Cement The specialty cement-based coating material shall be either Quadex QM-1s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. 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 interior coating. The contractor shall be responsible for getting approval from Raven Lining systems and/or the grout manufacturers for the use of these grouting materials. Mixing and Handling Mixing and handling of interior coating, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Coating shall be performed only by certified applicators approved by the manufacturers. f� � � �� i � LJ � � IJ LJ � � 04/16/99 AS G 12 � ' � , L�a- C. T`� E, r� �.� � f'! ._ � � E 5 PART DA - ADDITIONAL SPECIAL CONDITIONS EXECUTION 1. General Manhole coating shail not be performed until sealing of manhole from frame and grade adjustments, partial manhole replacement, manhole grouting or sewer replacement/repairs are complete. 2. Temperatures Normal interior coating operation shall be performed at temperatures of 40°F or greater. No application shall be made when freezing is expected within 24 hours. 3. Interior Manhole Coating a. Manholes scheduled for interior coating are shown on the Manhole Rehabilitation Schedule. The interior coating shall be applied to the manhole from the bottom of the manhole frame to the bench/trough, including the bench/trough. b. The interior coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. 1) The surFace preparation shall comply with the requirements of Section DA-9, SURFACE PREPARATION FOR MANHOLE RESTORATION. -� � � � L.� � 04/16/99 � � 2) Apply a minimum of one-half (1/2) inch specialty cement-based product (Quadex QM-1s or Reliner MSP) smooth surface for the urethane coating material. 3) The surface prior to application may be damp but shall not have noticeable free water droplets seeping or running water. Material shall be spray applied per manufacturer's recommendations with a minimum thickness of 125 mils (0.125 inch). 4) After the walls are coated, the wooden bench covers shall be removed and the bench sprayed to the same average and minimum thickness as required for the walls. 5) The final application shall have a minimum of three (3) hours cure time or be set hard to the touch, before being subjected to active flow. 6) No applications shall be made to frozen surFaces or if freezing is expected to occur in side the manhole within 24 hours after application. ASC-13 PART DA - ADDITIONAL SPECIAL CONDITIONS � 4. Testing of Rehabilitated Manholes a. After the epoxy liner has set (hard to touch), all visible pinholes shall be repaired. Repairs shall be made by lightly abrading the surface and brushing the lining material over the area. All blisters and evidence of uneven cover shall be repaired according to the manufacturer's recommendations. Spot check of coating thickness may be made by Owner's Representative, and the contractor shall repair these areas as required, at no additional cost to the 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 REHA�ILITATED MANHOLES. D. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing the work and for fumishing all labor, supervision, materials, equipment all testing necessary to complete the work. Payment for grouting of pipe seals, bench and trough and manhole walls shall be based on the Contract Unit Price for each manhole actually grouted. DA-15 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM: A. oai�s�ss 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 in the Manhole Rehabilitation Schedule, listed in Part 1. Interior manhole coating shall meet the requirements of this Section or of Section D-27, D-29 or D-30. 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. Manufacturers Recommendations. Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturers recommendations. 4. Manholes. Manholes to be coated are of brick, block, or concrete construction. Some manholes may have a cementitious sprayed or trowelled-on coating over the original interior surface. ASC-14 �� ., � B. � � � � ., � � a L*J ,� �J �J C. � � a- 04/16/99 � PART DA - ADDITIONAL SPECIAL CONDITIONS MATERIALS 1. Scope. This section governs the materials required for completion of interior coating of manholes. 2. Interior Coating. Strong-Seal Systems MS-2A , factory-blended, cement-based , fiber-reinforced coating as manufactured by Strong-Seal Systems of Pine Bluff, AR. No material (other than clean potable water) shall be used with or added to Strong-Seal MS-2A without prior approval or recommendation from Strong-Seal Systems. 3. Material Identification. Contractor shall completely identify the types of grout, mortar, patching compounds, sealant, and/or root control chemicals used 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, to the satisfaction of the Engineer. 4. 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. Only personnel thoroughly familiar with the handling of the coating material shall perform the coating operations. EXECUTION: 1. General. Manhole coating shall not be perFormed until replacement of manhole covers, sealing of manhole frame and grade adjustments, partial manhole replacement, or concrete collar construction is complete. 2. Preliminary Repairs a) All foreign materials shall removed from the manhole interior using high pressure water spray (minimum 3500 psi). Loose and protruding brick, mortar, and concrete shall be removed using a masonry hammer and chisel and/or scrapers. Existing roots and manhole steps shall be removed by cutting them 1" below the surface of the manhole. b) All unsealed lifting holes, unsealed step holes, voids larger than approximately one-half (1/2) inch in thickness shall be filled with rapid- setting, trowel-applied patching compound prior to spray application of the MS-2A coating. c) Active leaks shall be stopped using rapid-setting hydraulic cement products specifically for that purpose and according to manufacturer's recommendation. Some leaks may require grouting to stop the inflow. ASG15 PART DA - ADDITIONAL SPECIAL CONDITIONS Grouting shall be performed in accordance with Section D-31. Contact Strong-Seal Systems for grouting recommendations. d) After all repairs have been completed, remove all loose material. 3. Temperature. Normal interior coating operation shall be perFormed at temperatures of 40 Degrees F or greater. No application shall be made when freezing is expected within 24 hours. If ambient temperatures are in excess of 90 Degrees F, precautions shall be taken to keep mixing water below 85 Degrees F, using ice if necessary. . 4. Interior Manhole Coating a) (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). 5 (2) Place covers over invert to prevent extraneous material from entering the sewer. ('� �� 04/16/99 b) The interior coating shall be applied to the manhole from the top of the bench/trough to the top of the corbel or flattop, including the bench/trough. The interior coating shall be applied in accordance with the manufacturer's recommendations and the following procedure. (3) The surface prior to application shall be damp without noticeable free water droplets or running water. MS-2A material shall be spray applied (using a manufacturer approved application machine) to a uniform thickness of 1" minimum. Troweling shall begin immediately following the spray application. The trowelled surface shall be smooth with no evidence of previous void areas. (4) The application shall have a minimum of four hours (4) cure time before being subjected to active normal flows. Ambient conditions in the manhole are adequate for curing as long as the manhole is covered. (5) � � a � Traffic shall not be allowed over manholes for 12 hours after reconstruction is complete. a Testing of Rehabilitated Manholes a) Testing of rehabilitated manholes for water-tightness shall be performed by the contractor after operations are complete in accordance with Section D- 32. ASC-16 i � � ' _� W L� l+�l � � L*J .� � I�l LJ L*1 � l �'J l�l � u DA-19 VACUUM TESTING OF REHABILITATED MANHOLES: � PART DA - ADDITIONAL SPECIAL CONDITIONS b) At least four (4) 2-inch cubes of the coating materiai shall be taken from each day's work with the date, location and job recorded on each. The cubes shall be sent to Strong-Seal Systems, Pine Bluff, AR, for testing. A compression test will be made according to ASTM C-109, and the results will be furnished to the engineer and the owner. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per each manhole coated. The Contract Unit Price shall be pay �nent in full for performing the work and for furnishing all labor, supervision, materials, equipment and material testing necessary to complete the work. Grouting, if necessary to stop active leaks in manhole well areas, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular manhole, if required by the Manhole Rehabilitation Work Schedule or required to be done by the Engineer, shall be paid for separately. GENERAL 1. Scope. This section describes manhole testing to effectively confirm the watertight integrity of existing manholes following structural ,infiltration and inflow related repairs and that the appearance of the work is acceptable. 2. Description: a. Infiltration may be observed in manhole defects at manhole walls, pipe seals or bench/trough areas. Infiltration related repairs are i�tended to eliminate leakage of groundwater into manholes. b. Inflow may be observed in manhole defects at manhole frames, covers, frame seals, grade adjustments, grade adjustment seals, corbels, or walls. Inflow related repairs are intended to eliminate sources of surface water entry that become active during rainfall events. c. Structural repairs may be required when making I/I related manhole repairs. Structural repairs may include defects in any manhole components but not displaying I/I. 3. Testing, Observations and Guarantee Periods: a. The testing required shall be performed by the Contractor at locations designated by the Engineer and documented to the satisfaction of the Engineer. b. Any new or rehabilitated manholes that are observed to be leaking by the Engineer during periods of high groundwater or during inflow conditions shall be subject to additional repairs. The Contractor shall be responsibfe for all � 04/16/99 ASC-17 l 'J PART DA - ADDITIONAL SPECIAL CONDITIONS additional repairs required on these unsatisfactory manholes during the guarantee period. c. All manhole rehabilitation work shall be warranted to be free of defects and of good workmanship for a minimum of three (3) years from the date of final acceptance of the project. Any manhole repairs completed by the Contractor which fail during the warranty period shall be repaired to the satisfaction of the City at no additional cost to the City. � MATERIALS - Not specified. C. EXECUTION 1. Infiltration Testing_ a. All interior coated manholes and all partial replacement manholes shall be observed (tested) by the Contractor in the presence of the Engineer for sources of infiltration. Observations will be made during high groundwater conditions, wherever possible. b. Manholes shall be tested after installation with all connections (existing and/or proposed) in place. Drop-connections and gas sealing connections shall be installed prior to testing. The lines entering the manhole shall be temporarily plugged with the plugs braced to prevent them from being drawn into the manhole. The plugs shall be installed in the lines beyond drop- connections, gas sealing connections, etc. The test head shall be placed inside the frame at the top of the manhole (so that the manhole frame seal is tested) and inflated in accordance with the manufacturer's recommendations. A vacuum of 10 inches of inercury 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. If the drop in the level is less than 1-inch of inercury (final vacuum greater than 9-inches of inercury), the manhole will have passed the vacuum test. After a successful test, the temporary plugs will be removed. The required test time is determined from Table I. Table I MINIMUM TIME REQUIRED FOR A VACUUM DROP OF 1" H9 (10"H9 - 9"H9) (SEC) DEPTH OF M.H. (FT.) 8 10 12 14 16 18 ** 48-Inch Dia. Manhole 20 sec. 25 sec. 30 sec. 35 sec. 40 sec. 45 sec. T=5 sec. 60-Inch Dia. Manhole 26 sec. 33 sec. 39 sec. 45 sec. 52 sec. 59 sec. T=6.5 sec. 72-Inch Dia. Manhole 33 sec. 41 sec. 49 sec. 57 sec. 67 sec. 73 sec. T=8 sec. oai�siss ASC-18 } � �� _ r l� � � � , l.i a 2. PART DA - ADDITIONAL SPECIAL CONDITIONS *''For all Manholes over 18 feet in depth, add "T' seconds as shown for each respective diameter for each finro feet of additional depth of manhole to the time shown for that 18 foot depth. [Example: A 30 (thirty) foot deep, 48 (forty- eight) inch Manhole Total Test Time would be 75.0 seconds. 45.0+6(5.0)=75.0 secondsJ (Values listed above are extrapolated from ASTM C924-85). a. Manhole vacuum levels obsenred to drop greater than 1-inch of inercury (Final vacuum less than 9-inches of inercury) will have failed the test and will require additional rehabilitation. The Contractor shall make the necessary repairs to the already completed rehabilitation work at no additional compensation. If the failure of the vacuum test is determined to be due to preexisting conditions not on the manhole rehabilitation schedule for that manhole, this additional work may be authorized by the Owner's Representative. After completion of the additional rehabilitation the manhole shall then be re-tested as described above until a successful test is made. Only one payment for manhole vacuum testing will be made on each manhole. b. Vacuum testing is required on all manholes having interior rehabilitation. Inflow Testing: All partially rehabilitated manholes shall be dyed water tested unless the manhole has successfully passed the vacuum test. Manholes shall be dyed water tested in the presence of the Engineer. The dye test shall consist of applying a concentrated dye solution around the manhole frame. Dyed water shall be applied for at least ten minutes. Manholes observed to be actively leaking greater than one drip per five seconds will have failed the test and will not be acceptable. Manholes failing the test will require � additional rehabilitation by the Contractor at no additional compensation. 3. Other Testing: � � � L04�,6/99 One (1) rehabilitated manhole will be randomly selected for further testing. A laboratory selected by the City will take core samples of wall sections of manholes with wall coatings. Testing of the core samples will be done to evaluate material thickness, compressive strength, flexural strength and slant shear bond strength. The following are the minimum required strengths for cementitious and non- cementitious wall coatings: a. Compressive Strength. Compressive strength shall conform to ASTM C 495 and C 109 and shall meet or exceed a minimum 28-day break of 4,000 psi. b. Flexural Strength. Flexural strength shall conform to ASTM C 348 and shall meet or exceed a minimum 28-day break of 1,200 psi. ASC-19 �, 4. PART DA - ADDITIONAL SPECIAL CONDITIONS c. Slant Shear Bond Strength. Slant shear bond strength shall conform to ASTM 882 modified and shall meet or exceed a minimum 28-day break of 2,400 psi. If the manhole tested fails to pass any of these requirements, another manhole sha�l be selected and tested. If the second manhole fails, the City may, at its option, stop work until the Contractor can provide assurance that testing requirements can be met. Guarantee: Contractor shall warrant that the workmanship and materials are free from defects and that the manholes are sealed from inflow and infiltration for a period of three (3) years from the date of final acceptance of the project. D. MEASUREMENT AND PAYMENT Payment for manhole vacuum testing shall be made at the Contract Unit Price bid for each Manhofe Vacuum Test actually performed and passed and the appearance of the completed manhole is visually acceptable. Payment shall be full compensation for all labor and materials necessary to complete each test. No payment will be made for additional vacuum tests or any dyed water testing. Payment for manhole core testing, including all labor and materials necessary to complete each test, shall be made at the Contract Unit Price bid for each Manhole Core Test actually performed and passed. DA-21 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES: The contractor shall be responsible for locating and marking all previously exposed manholes and water valves in each street of this contract before the resurfacing process commences for a particular street. The contractor shall attempt to include the Construction Engineer (if he is available) in the observation and marking activity. In any event a street shall be completely marked a minimum of two (2) working days before resurfacing begins on any street. Marking the curbs with paint is a recommended procedure. It shall be the contractors responsibility to notify the utility companies that he has commenced work on the project. As the resurfacing is completed (within same day) the contractor shall locate the covered manholes and valves and expose them for later adjustment. Upon completion of a street the contractor shall notify the utilities of this completion and indicate the start of the next one in order for the utilities to adjust facilities accordingly. The foltowing are utility contact persons: L' J � LJ � � � u � � � ' ' � � ' � oai�siss ASC-20 � ' i PART DA - ADDITIONAL SPECIAL CONDITIONS � Companv Telephone Number Southwestern Bell Telephone 338-6275 � Texas Utilities 336-9411 Ext. 2121 Lone Star 336-8381 � Ext. 6982 �, City of Fort Worth, 871-8100 Street Light and Signal � l �J CI' � � V r� � f�l �"J Contact Person "Hot Line" Mr. Roy Kruger Mr. Jim Bennett Mr. Jim Bob Wakefield Of course, under the terms of this contract, the contractor shall complete adjustment of the storm drain and Water Department facitities, one traffic lane at a time within five (5) working days after completing the laying of proposed H.M.A.C. overlay adjacent to said facilities. Any deviation from the above procedure and allotted working days may result in the shut down of the resurfacing operation by the Construction Engineer. The contractor shall be responsible for all materials, equipment and labor to perform a most accurate job and all costs to the contractor shall be figured subsidiary to this contract. DA-22 REPLACEMENT OF CONCRETE CURB AND GUTTER: 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 shown in Drawing No. S-S5 of the Standard Specifications. Included, and figured subsidiary to this unit price, will be the required excavation into the street to aid in the construction of the curb and gutter. The pay limit will be 9" out from the gutter lip, with same day haul-off of the removed material to a suitable dump site. The street void shall be filled with H.M.A.C. "Type D" mix and compacted to standard City densities and top soil, if needed, shall be added and leveled to grade behind the curb. Existing improvements within the parkway such as water meters, sprinkler system, etc. damaged during construction shall be replaced with same or better at no cost to the City. Backfill for curb and gutter shall be completed within fourteen (14) calendar days from the day of demolition to date of completion. if the contractor fails to complete the work within fourteen (14) calendar days, a$100 dollar liquidated damage will be assessed per block per day. The unit price bid per linear foot shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS: � This item shall include the removal and replacement of existing concrete driveways, due to deterioration or in situations where curb and gutter is replaced to adjust grades to eliminate ponding water with same day haul-off of the removed material to a suitable dump site. For � specifications governing this item see Item No. 104 "Removing Old Concrete", Item No. 504" Concrete Sidewalk and Driveways". Pay limits for concrete driveway are as shown in Drawing No. S-S5 of the Standard Specifications. �TM o4i�siss ASC-21 L� i PART DA - ADDITIONAL SPECIAL CONDITIONS �� The unit price bid per square yard shall be full compensation for all labor, material, equipment, � supplies, and incidentals necessary to complete the work. DA-29 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER: This item shall include the removal and reconstruction of existing concrete valley gutters at locations to be determined in field: Removal of existing concrete valley, asphalt pavement, concrete base, curb and gutter, and necessary excavation to install the concrete valley gutters all shall be subsidiary t^ *.his 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 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. Contractor may substitute 5" non-reinforced (2:27) Concrete Base in lieu of Crushed Stone at no additional cost. See Item 314" Concrete Pavement". Asphalt base material may be required at times as directed by the Engineer to expedite the work at locations identified in the field. The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch. Contractor shall work on one-half of Valley Gutter at a time, and the other half shall be open to traffic. Work shall be completed on each half within seven (7) calendar days. If the contractor fails to complete the work on each half within seven (7) calendar days, a$100 dollars liquidated damage will be assessed per each half of valley gutter per day. The unit price bid per square yard for Concrete Valley as shown on the proposal will be full compensation for materials, labor, equipment, tools and incidentals necessary to complete the work. DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) The following specifications are for the furnishing and plac�ng of reinforced concrete pavement or base as shown on detail and as directed by the Engineer. A. GENERAL: Reinforced concrete pavement or base shall conform to Specification Item No. 314 herein except for finishing and curing. � � � � C a L!J I'J � � � L� � ' ' 04/16/99 ASC-22 � ' � l� U-� PART DA -- ADDITIONAL SPECIAL CONDITIONS B. FINISHING: � The reinforced concrete shall be brought to a uniform surface by working with a wooden float. The surface shall be flush with the adjacent pavement and shall have a finish similar to the surrounding pavement. The surface shall be even and shall provide a smooth ride. � C. CURING: The reinforced concrete pavement surfaces shall be sprayed uniformly with a membrane curing � compound conforminy �� the requir�ments of ASTM C-309, Type 2, white-pigmented compound, which shall not produce permanent discoloration of the concrete. Concrete shall be � allowed to cure for seven days or test cylinders reach 3000 psi before removal of barricades. D. EXECUTION: u � U �J Included in this item will be the removal of the existing reinforced concrete pavement. The existing pavement shall be sawed so as to maintain an even, straight pavement cut. The existing reinforcing steel at sawed line and construction joints shall be lapped 18 inches with the new reinforced concrete pavement. The existing steel shall be thoroughly cleaned before lapping. The following work method will be performed on each utility cut: 1. Place safety signs, barricades and/or other waming devices where necessary and as required. 2. Replace pavement to nearest joint. 3. Mark out the damaged area with keel, chalk line or paint being sure to include all areas requiring repair. 4. Saw cut along marked lines a minimum of two (2) inches deep. 5. Remove existing concrete. 6. Form joints and place reinforcing steel and Dowel Bars (as required) according to standard specifications. 7. Place and finish concrete. � 8. Clean up job site, removing all debris. i� � 9. Maintain traffic control devices to protect the area until the concrete has cured seven days or concrete reaches 3000 psi compressive strength. Payment shall be made at the unit price per linear foot as shown on the proposal and shall be full compensation for furnishing all labor, materials, equipment tools and incidentals necessary to complete the work. E. PAYMENT: L� 04/16/99 ASG23 �c PART DA - ADDITIONAL SPECIAL CONDITIONS DA-37 ROCK RIPRAP - GROUT -�ILTER FABRIC: A. GENERAL: 1. General Conditions, Supplemental Conditions, applicable requirements of Division 1- General Requirements and the North Central Texas Council of Governments (NCTCOG) Standard Specifications, are hereby made a part of this section. 2. This item shall govern for the installation of rock riprap of the various sizes shown on the plans. B. DESIGN CRITERIA: L 1. The toe of the riprap revetment shall be entrenched in stable channel bottoms. If the channel bottom is not stable, the design shall incorporate other requirements needed to stabilize the revetment toe. 2. The channel side slope shall be as shown on the drawings. 3. Engineering filter fabric material shall be placed underneath the riprap. 4. Riprap shall extend up the bank to an elevation where vegetation will provide adequate protection. See cross sections. PRODUCT: 1. RIPRAP MATERIAL: Stone for riprap shall be durable and of a suitable quality to insure permanence in the structure. It shall be free from cracks, seams and other defects that would tend to increase deterioration. Rock shall be reasonably well graded between the following prescribed limits: 24" Riprap 18" Riprap Sieve Size (Spuare Meshl 24 inch 18 inch 12 inch 6 inch Sieve Size (Square Mesh) 18 inch 12 inch 6 inch 3 inch Percent Passinq 100 80-90 45-55 0-20 Percent Passina 100 60-85 15-45 0-15 2. RIPRAP WEIGHT: Weight of rock shall be one hundred fifty five pounds per solid cubic foot (min.) calculated from the bulk specific gravity (saturated surface dry). oai� s�ss AS C-24 PART DA - ADDITIONAL SPECIAL CONDITIONS � � � .� � � � D. l., � � ►- ., V � � � � 3. FILTER FABRIC BLANKET: Approved Manufacturer: • Supac - Heavy Grade 8NP (UV) • Trevira 011/280 • Amoco 4553 • or Equal Heavy Grade 4. RIPRAP GROUTING a. FINE AGGREGATE: Fine aggregate for grouting mix shall consist of natural sand, manufactured sand, or � combination of natural and manufactured sancis. The grading and uniformity of the fine aggregate shall conform to the following requirements as delivered to the mixers: Sieve Designation, U.S. Standard SQuare Mesh 3/8 in. (9.5 mm) No. 4 (4.75 mm) No. 8 (2.36 mm) No. 16 (1.18 mm) No. 30 (600 um) No. 50 (300 um) No. 100 (150 um) EXECUTION: 1. CONSTRUCTION: Permissible Limits Percent bv Weiaht. Passinq 100 95 - 100 80 - 95 55 - 75 30-60 12-30 2-10 a. The channel side slope and the toe excavation shall be prepared to the required lines and grades. b. Filter fabric and riprap shall be placed in succession to the required thicknesses and elevations. Riprap shall be hand placed around structures to prevent damage to the structures. 2. INSTALLATION OF THE FILTER FABRIC (GEOTEXTILE): The geotextile shall be placed in the manner and at the locations shown on the drawings. At the time of installation, the geotextile shall be rejected if it has defects, rips, holes, flaws, deterioration or damage incurred during manufacture, transportation or storage. The surface to receive the geotextile shall be prepared to a relatively smooth condition free of obstructions, depressions, debris, and soft or low density pockets of material. Erosion features such as rills, gullies, etc. must be graded out of the surface before geotextile placement. The geotextile shall be placed with the long dimension perpendicular to the centerline of the channel and laid smooth and free of tension, stress, folds, wrinkles, or creases. The strips shall be placed to provide a minimum width of 24-inches of overlap for each joint. Temporary pinning of the textile to help hold it in place until the rock riprap is placed. The temporary pins shall be removed as the riprap is placed to relieve high tensile stress which may occur during placement of ASC-25 04/16/99 C PART DA - ADDITIONAL SPECIAL CONDITIONS _� material on the geotextile. The specified placement procedure requires that the length of the geotextile be greater than the actual slope length. The Contractor shall adjust the actual length of the geotextile used based on initial installation experience. The geotextile shall be protected at all times during construction from contamination by surface runoff and any geotextile so contaminated shall be removed and replaced with uncontaminated geotextile. Any geotextile damaged during its installation or during placement of riprap shall be replaced by the Contractor at no cost to the Owner. The work shall be scheduled so that the covering of the geotextile with a layer of the specified material is accomplished within seven (7) calendar days after placement of the geotextile. Failure to comply shall require replacement of geotextile. The geotextile shafl be protected from damage prior to and during the placement of rock riprap. Before placement of gabion units, the Contractor shall demonstrate that the placement technique will prevent damage to the geotextile. In no case shall any type of equipment be allowed on the unprotected geotextile. 3. RIPRAP PLACEMENT: Stone for riprap shall be placed on the filter fabric blanket in such a manner as to produce a reasonably well graded mass of rock with the minimum practicable percentage of voids and shall be constructed within the specified tolerance to the lines and grades shown on the drawings. Then intent of these specifications is to require placement of riprap to the thickness shown and to allow isolated stones to extend as much as six inches above grade. Riprap shall be placed to its full course thickness at one operation and in such a manner as to avoid displacing the fabric. The larger stones shall be well distributed and the entire mass of stones in their final position shall conform to the gradation specified hereinbefore. The finished riprap shall be free from objectionable pockets of small stones and clusters of larger stones. The desired distribution of the various sizes of stones throughout the mass shall be obtained by selective loading of the material at the quarry or other source, by controlled dumping of successive loads during final placing, or by other methods of placement which will produce the specified results. Rearranging of individual stones, by mechanical equipment or by hand will be required to the extent necessary to obtain a reasonably well graded distribution of stone specified above. The Contractor shall maintain the riprap protection until accepted. Any material displaced by any cause shall be replaced at his erosion to the lines and grades shown on the Drawings. 4. GROUT PLACEMENT: Grout shall be composed of cement, water and air-entraining admixture and sand mixed in the proportions of 1 part of Portland cement to 3 parts of sand, sufficient water to produce a workable mixture, and that amount of admixture which will entrain sufficient air to produce durable grout, as determined by the ENGINEER. Sand for grouting shall conform to the requirements of paragraph: FINE AGGREGATE. The grout shall be mixed in a concrete mixer in the manner specified for concrete except that the time of mixing shall be increased to that necessary to produce a mixture having a consistency such as to permit gravity flow into the interstices of the riprap with the help of limited spading and brooming. The grout shall be used in the work within a period of one (1) hour after mixing. Retempering of ground will not be permitted. Riprap shall not be grouted when the ambient temperature is below 35 degree F. or above 95 degrees F. unless approved by the ENGINEER in writing; nor when the grout, without special protection, is likely to be subjected to freezing �� I� I' I � L� ] � � l tJ u � ' � � ' LJ oai�s�ss ASC-26 � 1 �� PART DA - ADDITIONAL SPECIAL CONDITIONS �_ temperatures before final set has occurred. Prior to grouting, all surfaces of riprap shall be wetted. The riprap shall be grouted in successive longitudinal strips, approximately a 10 feet in width, commencing at the lowest strip and working up the slope. Grout shall be brought to the place of final deposit by approved means, and in no case will grout be permitted to flow on the riprapped surface a distance in excess of 10 feet. Immediately � after dumping the batch of grout, it shall be distributed over the surface of the strip by the use of brooms and the grout worked into place befinreen stones with suitable spades, trowels, or vibrating equipment. As a final operation, the grout shall be removed from the top surfaces of the upper stones and from pockets and depressions in the surFace of � the stone protection. After completion of any strip as specified, no workman or any load shall be permitted on the grouted surface for a period of at least 24 hours. The grouted � surface shall be protected from rain, flowing water, and mechanical injury. The surface of all grouted riprap shall be cured by keeping ihe surFace continuously wet for a period `' of not less than 7 days. � E. MEASUREMENT AND PAYMENT � 1. FILTER FABRIC: Filter fabric will be measured by the square yard for material used p including that required at toes and thickened edges of riprap. Payment for filter fabric will be made at the contract unit price per square yard which includes all plant, labor, material, and all installation costs in-place, complete. � �� 2. STONE RIPRAP: Stone (rock) riprap will be measured by the cubic yard using actual plan dimensions. Payment for riprap will be made at the contract unit price per cubic r' yard which includes all plant, labor, material, and installation costs in-place, complete. �� 3. GROUT: Grout for rock riprap will be measured by the square yard using actual plan � dimensions. Payment for grout will be made at the contract unit price per square yard which includes all plant, labor, material, and installation costs in-place, complete. : �� ;� ' , , ' a Q� 04/16/99 ASC-2% l__.J ► . �•�•� : . . : ► . � � : SECTION E100 - MATERIAL SPECIFICATIONS MATERIAL STANDARD E100-4 JANtJARY 1. 1978 (ADDED 5/13/90) �► E100-4.1 6ENER�►L; This sta�dard covers the furnishing and installation of �, Katertight 9asketed manholt inserts in the Fort ilorth sanitary sewer collectio� system. �.� . . : . ► � � a. 7he manhole insert shall be ot corrosion-proof high density � polyethelene that meets or exceeds the requirements of ASTM 01248� Category 5, Type III. b. The minimum thickness of the manhole insert shall be 1/8". c. The manhole insert sha11 have a gasket that provides positive seal in wet or dry conditions. The gasket shall be made of closed cell neoprene �ubber and meet the requirement of ASTM D1056, or equal. d. The manhole insert shall have a strap for removing the insert. The � strap shall be made of minimum 1" wide woven polypropalene or nylon webbing, with the ends treate0 to prevent unravelling. Stainless steel hardware shall be used to securely attach st�ap to the insert. e. The manhole insert shall have one or more vent holes or valves to release gasses and atlow Nater inflow at a rate no greater than 10 gallons per 24 hours. � �,� � � � � a. The manhole frame shall be cleaned of all dirt and debris before placing the manhole i�sert on the rim. � b. The manhole insert shall be fully seated around the manhole frame rim to retard water from seeping betNeen the cover and the manhole frame rim. L'J u L'J I �i E100 (1) 1� � t1 . u ��. �� _ � L � 1 � •� � u l� � LJ , �1 L� L� LJ F,'N:SNc� GRAOE �� ;�',�%`<��%� %'� ,. �,f ,. , , � �i , � ti � o �' z� � � F/NlSHED GRADE I �.�i��/� � /��i,'/T !:� %l/�/,�./ � � � I- y -------------- . _. I� _ ,� , ., __. ------------- �� EX(STiNc3 SER�C£ LlNE' ��• 1 % '� . ` ; \—,SPECIF!£C ADAPTER COUPJNC � rTn v cc£�hour wrrrr eox � WIrH (,r0 �` STO CLE.qN1N� W!`E -� �� 2' SOJARE I \\ \\ = i + \ �I \ f �-�� i'�\� `/ I ; 2` � � � / ��-. � � I �' � ' ;ScWEK PIFE �LUG —� ._ . !t: Ru3bfP ' • �� c:,��; ro P�o= . � . �� I�. BELL Wlrti CCNC . -; � / r_UC!.AR ( � /, :: . . I � .. ``;.' � ;1 � � �.. . . ••� � —' 6 ti'I!J AT 60; . vM C�NC • �: • �\ � � . � � a.5' 8� N�� T � • . ' . ' �%�\�— ?YPE '"�.;' .:�.R A� �4CiCFILL �`� � �� N��- ,Ar:; r.a� r S£sv£.R ci�vF "i � ;� ; � . ;`� wirx sr,a';�.:RD EM3f:��:�F�� : � �� 'R F/G 109 CROSS—SECTION OF SEWER AT SERVICE CJ�JNECTION � i� �''`iyi I . � � , ,— rr� � rrr;r�c . � ; i ; ' / ' � � � � � ; � � / � - � ,f � �, i �J . '{� �G ' ` �/ �,'\\ I �i�---' __�__��_,.� .�� ...�.�--_J- .-}{�I� { � "_' `� - ___ _ ___ __.. � �TJ ` I ' i ' �' � �, • •� ( I ; : i i i i � i 3�� i � � � � I '� c� cz � ' i � i . w �, � � �: i � C�' � ° i PLAN VIEW CHiMNEY SERVICE ("J��T 10 SCAI_E} � ; I i I , L� �'_ EXCAVATI❑N, BACK�ILL AND PAVEMENT REPAIR EXIST. BASE � MIN. 2' H❑T ❑R C�LD MIX ASPHALT i. EXIST. STREET PAVEMENT � //��// voo l , .- . � . � • • • � . •d � �. � . . d : . •. , �• •• f ��•• • • . � • •• • • r L: G 5 �� MINIMUM 6' EMBEDMENT '. . .. �: � .. `. .:• :::•..;:.._; •: �•: . ,' �- �TYPE C BACKFILL ' ' � � � �''� `�''' ' "� SEE SPEC. E1-2 • � : :., �. .';, •• . . ' ' 1'-6' MAXIMUM . . .. ' '� ' :•.�' . . .: . . . . . ` � y:. • . :�� . � � �• '��, � � CRUSHED ST�NE .� ,Q� �: ' -,� SEE SPEC. E1-3 �'1; Q .�`:r.l'� •S ' ,Y ' Y`r�, . `: . . r"=;. . .. : .•., :. :. . .. . :. ;,,,- ! :; f•}.:s•, •. �:�....;: •,� ••'�`; ./ ' a � I�:� � INCLUDED IN LINEAR F�OT BID PRICE ❑F PIPE UNDER EXISTING STREETS -TEMP�RARY PAVING REPAIR SH❑WN - F❑R PERMANENT PAVING REPAIR DETAILS SEE FIGURES 1-5 ❑R AS SPECIFIED IN THE PLANS ❑R SPECIFi�hTI❑NS, o"o"o"o"o"o"o"o"o"d"o"o"o"o"o"o b"o"o"o"o"o"o"o"o"o"o"o" � o 0 0 0 0 0 0 0 0 0 0 0 0�> o 0 0� o� o�o ��jj/� j/ �►�� 6 �a►� ��' i iii i� � i� .. ��FLEX—BASE MATERIAL�%�� j�� //./.•'�'//!: "%//_• i /�4 � /� .' %�� ,r ./� j' •' .' : ''' ' ••• : .� ��• . • ; • d' . • BOTTOM ❑F TEMPORARY OR � • . .' � � � PERMANENT PAVEMENT REPAIR , � , � � , ..' , ! : ,�' � SAND MATERIAL� EMBEDMENT SEE SPEC, El-2 �� 1) SEWER - MINIMUM 12'--� SAND EMBEDMENT C❑VER 2> WATER - MINIMUM 6' SAND EMBEDMENT C�VER �� i � �� IGURE CSEWER� ALL CWATER SIZES 16" NTS B SIZES) & LARGER) REV� MARCH 25, 1999 f"� ' � � '�� ':t . •:a � '� ! . ti;��ti:• � . . , ; ;:s; SAWEO JOINT FACE ' . -N � . � •:' • � � �. � Q :; . �` .: 3�s DIA. CLOSEO CELI EXPANDED • cn �' ;.:s ;;•, POLYETHYLENE FOAM BACKER R00 Z . � r - :: : :::: � ... :: .:.. .. :� .: FIRST POUR �' : ,�; � . SECOND POUR � = 'COLD` JOINT CONSTRUCTION , JOINT OETAIL N0. 2 SEAL FOR LQNGiTUOINAL �NO �� TRANSl�ERSE � COt�tSTRUCTIOM 6UTT JOINT � N.T.S. JOiNT OEPTH PAYEMENT JOINT �DEPTN THlCKNESS ( T/4 ) T=�� 1�/4` T=6' � %2� T=7' t �a' T=8' 2' . 0 � ; � i� � � ��SILICONE JOINT SEALANT � � •,�' �'� ;:: J:;;;.:,.. •. � ,; ,;:;� SAWEQ JOINT FACE � � '' � • • �`. E- �: : : �' ;.:. •• . •�.: :: , �, .:•: .:: .:: .. : � • •.: -:: .: .: ' • .: ,:.. ,: .. .• ' - •:. JO(NT OETAlL N0.3 SEAL �OR SawEO DUMMY N.T.S. 3/8' DIA. CLOSED CELL EXPANDEO POLYETHYLENE FOAM BACKER ROD JOIHT 74� :• . ,:..�;:. • ..... . . ' ��': . •; � "� : r ��; � �� :ti_: :• SIUCONE JOINT SEALANT `oo . M .� • N •� � � H ,i' • • T �6 SMOOTH . � ��• � .:-�a ':,;�� POLYETHYLENE BOND BREAKER TAPE REDWO'00 EXPANSION JOINT FILLER �OWEL SUPPORT 6ASKET �oi�r o�ra« No. � SEAL FOR EXPAt�tSION JOINT N.T.S. SUPPLEMENT TO T&PW FIGURE 1s ' wNEN EXISTING CONCRETE IS CUT, SUCH CUTS SHA�L BE MADE W(TH A CONCRETE SAW. ALI. SaWING SNALL BE SUBS101ARY TO THE UNtT COST OF TNE ITEM FOR WHICH SAWING IS REDUIRED. JOINT DETatLS NOS. 1; 2& 3 OF THE T&PW PAVING �ETAILS SHA�L BE � APPLICABLE. G � G� �3 � � �""� � �7 � 0 0 GJ 0 0 0 �7 0 C� � , ' r iti.:� • _ iVo.3 BARS ON 24' CENTERS BOTH WAYS IMITH MtN. 2 BARS LONGITUDINAL IN OtTCH. EXIST. CURB � CLASS 'A' REINFORCEO CONCRETE EXIST. CONC. EXtST. CURB EXIST CONC. & GU'iiER � PAVEMENT PAVEMENT REPLACEMENT PAVEFAENT � GUTTER SAW CUT SAW CUT � . • • , • • . . , . . • . . . � . . � % �'- : i. % �• ►•• •�� ►: �•�%! % � _~ . � ;�,�,';t. �: ��;��• ��:'�� 1�'��i. . �.;,:6'MIN. : •�.'�:� . 12' • . . . � � . . 12. , � � ' . � • ' ' • �• . ' : • • ' � 2s27 CONCREtE EXIST: BASE fIF ANri . ..� � . �.� � . ; . . . . �FTANn E • • • : • ' " • ��• • ALL TRENCH BACKFILL SHALL MEET REQUIREMENTS FOR .• ., •�••. . GRADATION AND COMPACTION AS SPECIFIED IN ITEM �02 Of �� .. THE STANDARD SPECIFiCATIONS FOR CONSTRUCTtON. PUBUC � •• wORKS DEPT., CITY OF FORT WORTH TEXAS OR BACKFiL! CRUSHED LIMESTOPlE BEODIN� TO EXTEND—� �; �• AS SPECIF(ED fN SECTIONS fi-2 du .�2-2 OF THE FROM 6' BELOW PIPE TO SPRMGLINE. ' � � �� WATER� OEPT.. qTY OFA ORT�WORTHR T EXA SS, FORT WOR'fH � �� , . 0 0 0 � PROPOSEO PIPE 0 � o 0 0 4 0=- OITCH WALL . 4 Q��1 �� 1� � 1 1 NOTES: • � � 6' CRUSHED LIMESTONE BEOOING O ORr TO A MIMMUMROEPTHAOF 5'. WHI HEYERES GREAT R.TO ORIGINAL OEPTH Q IF STEEL � EXISTS IN CONCRETE BASE � TO BE CLlT. TNE STEEL SHALL BE CUT . AND SALVAGEO AS POSSIBLE. A MINiMUM .LAP SPLICE DISTANCE OF 12' SHALL BE • � PROV(DED. � 3� REMFORCED CONCRETE PAVEMENT WILL BE REPLACEO AS SHOWN OVER TRENCH IN TNE EVENT NON-REINFORCED CONCRETE PAYEMENT IS REMOVED. � qQ BEDOMG OF PIP� TO MATCH ADJACENT SECTIONS OR SPECIffCAT10N q02, YYNICHEVER , IS GREATER. � Q 2s27 CONCRETE MAY 8E OELETED IF HALF TNE SPECIFIED THICKPlESS OF 2s27 (S ADOEO TO THE CLASS 'A' CONCRETE. FIGURE 1 � CONCRETE PAVEMENT REPAIR DETAIL,. . NOT TO SCALE o sa e� � e s e��. � a m o r� �� a� :� o ; � • ,.,._ �o � ��s a• :.' ctrrat �orM �A�i R11M Y14 2�w�i LOMNTY/��l MI OITCM �I�T. CIJw� /�{►N�►11 iY�/AC[ K�lACi11[Mt [y�ST •t►Ma�T �f1if1M� • M►fT[• [�/�` MV�T �1 1�IN 1 •u�I�t[ C Cuw� • ivTT[• . �h� swr Cut � i� d� C`1�CM COAT C � • •i7 • � � ' . , ► , ;f. • ; •;� � �� ', .;�'i� :�� Y,, •i � �. . » : � � .�. r • . � � : • • , • . � • • • � . • , . � ��i ; � # �� .�i[� :� �. ''��i�,�'� r+ `�` �4 � • . •• � ,, '��i t/'�IO • !y� i /'^��pr,.��Q �:,��i •=r.�[��{1 ' i*'� �+y!' �o C'� o �il�ity•; ��t1� cort �. —it-'� � .•, . . • �: � � ;. It� Y�[ 1 . ' ' 't: '.' . � • • -' [1t��T. GMC ��K ' � • . �•�� t�t1 COM011[Tl i ti1�T iY� �Ni • � � • ' ' , ' . • I •' . • •• � ��l ��f 1KN �KR/Ill fM�ll �ii [r�? W Wi t��s� � ar.�o�ct• . . _ � � �►cou�•r�[Mr� �o• •a�oi►ra� •� � �� •�� 1 K •M� 1 cpK�til Nss .. • ! �owcrow •• �•�crK► � �it� ' , ' : �ti. �O� Of fMl �f�M�AM M�CM�C�� . ��OA• /011 COM�TAYCf10A,1YKIC ' • •ti �blMt oc�T,c1Tr M IW1� �TM • � . � T[tAf o11 ��CVI�I A� *'lOM�[O IM �C�IOws ��.t /wa �!-t M TNt M1CM NL� ' • KA1 I� OIICT�; IM~f�MTMt��[w . • /�1T.C1t� OI /MT lMfw�T[a�i. ��- � • ; . . � • � IwOhat• Irt1lIT1 MT�II�TIM •.. �• . . . . �Irl .. %. . • , � . , . . . � � ; . . �t .%��• . � : •:•�1�'•'„ : . •• ., . ��... . ��'. . . . � '• •ti Ii0Tt1 � �� •K�/Mi� q�CNT[ Nit •K� ■at-r s�t[t [a��T• M tMc11lTt 11�.1•�[w►o�ct� Ca�t11[rt ��[ M� �• K� [jNT �awa�t C1/I��[ MW�� M•[R1it� T� MN1Ml �I�TM M{[ TO N CYT. iMi •�[�l tlll •� �[K�C[� M�NOw�. N�R�I�L�� f0 TM/ ORIfMa� M 1� A�1/w �tITN Y� •'� �Ma�l M GYT A11� {Iii11�K� •• OK� t1KMCw w T� [v[rt MO�- K►TM, �uN�11 1�vt�t�T O� alt � .�IMiM/fN» i� ��ATtA. ►0�{I�li • ��si��r l�� N�tt wlIII/OACt��NCAtTi •A�� 1� M�M�I* •TA[iTi lM�l� �[ ��'• ��T�1Kt M �!' wtll K�vot� ■tM�r[�. M r�M M�K� WMK! tNM�. wa a�e.�+ a n�c r� ��Ta �o�aa�n NO.s- 2�27 CONCIIETE MAv 6E DEIETED IF KCTIORf M��MKAT� �� qALi TNE !'[Clil[0 T�.'KN[SSOf 2�21 13 �� MpRt �TR111KRT AOOED TO TN[ CLAS! "A CONCIIETE. TYPICAL � SECTION TR E N C H REPAIR A PHALT Sl3RFACE � R�INFORCE� �ONCRETE �ASE, .� C/T1' Of fORT �'OR�N �n-s-�-n REv.�•�1 TRANl�OlITAT10!!/PUSI�C MIORKS OE�T. "'�'��-�-� .�. •' uss fllti/NEfi�MK ,�'.,.._i/DAl , . . .____--- �E�-�z-is-�o !/i. l.._ J �[v •�• JO•�[ � � �� ...� �� G'� C� � �� C--� C� C'J � C� �7 � 0 C� C7 EXIST. CURB & GUiTER EXIST. H.M.A.C. � SURFACE SAW CUT--ti SEE NOTE 4O BELOiM � . PROPOSED H.M.A.C. REPLACEMENT (2' MIN.) � EXIST. H.M.A.C. SURFACE SAW. CUT --� ., .,,,..,,..,.,.. EXIST. CURB & GUTTER � . _ •� i • �.�� • ..��, • .. ��/J •��\�l� •�� I ��j��I i�1 y r �• r �� '.� 8' IN. ��• � � � �� - i � � ' • � � EXISTING GRAVEL BASE 12 •�••��•� � �• � � � •�� j� � �• • � � • ' ' � . : � :' : ' ; . ; :; '. • • t • � � � ��•� EXISTING BASE (IF ANY) • .. : . •. • •.• ' '' � ' � � � •• '� • � PRiME COAT ' ...; . • . . .• •. ' � •• 2�2T CONCRETE CRUSHED LIMESTONE BEOOING TO EXTEND -� ;: �' •' �— ALL TRENCH BACKFILL SHALL MEET' RE�UIREMENTS FOR fROM 6' BEIOW PIPE TO SPRINGLINE : .�� GRADATION AND COMPACTION AS SPECIFIED (N ITEM 402 OF � fiHE STANOARD SPECIFICATIONS FOR CONSTRUCTION. PUBLIC 0 O � WORKS DEPT« CITY OF FORT WORTH. TEXAS OR BACKFlLL � � ,� � � o AS SPECIFIED IN SECTION.i Et-2 & E2-2 OF THE PROPOSEO PIPE o � WATER� OEPTN CITYROF FORT�WORTHRTf�JCCASS, FORT WORTH o �o 0 0 0 DITCH WALL ' �� o O; � 0 1 � � o� � 1 �6' CRUSHED LIMESTONE BEODING , , NOTES: � � � � 2:27 CONCRETE SHALL BE INSTALLEO A MIN. OF 8' BELOW BOTTOM OF EXISTING H.M.A.C. PAVEMEN7. PAVEMENTI REPLACEMENT HS AL L BE 2' OF FINE GRADEORSURFACEECOURSEN(MUM BEOOING Of PIPE TO MATCH AOJACENT SECTION OR SPECIFICATION 402. WMCHEYER IS MORE STRINGENT. ON MAJOR� PROJECTS�.T.HE PRAJECT ENGINEER OR DESIGNER MUST EVALUATE•THE FULL WIOTH OF EXISTING H.M.A.C. PAYEMENT AS TO THICKPfESS. CONOITIONS AND ABILITY TO' �� WITHSTANO CONSTRUCTION LOADING. IF APPROPORIATE, THE FULL WiDTH OF SURFACE SHALL BE REMOVE� AND REPLACEO W1TH APPROPRIATE TREATMENT 70 EXISTING BASE OR SUBGRADE MATERIAL. � FIGURE 4 ASPHALT � P�AVEMENT REPAIR DETAIL NOT TO SCALE 4.� `i L.t l-1 � � � � � � Plug •� i �; •��.� ;'• �'.r.�`,t �: � :'p ; �:;� : � t NOTE: Bearing Areas shown are based on 150 P.S.1.G test pressure and 3000 P.S.F. soil bearing value. '9. �� o �� ° �.$�.� y Tee 1500#/ Concrete :;`:..,t.;. :.' �,, �: r• ; _�";•: t'•4 :�,► � ' '� � �: -,��,� � •'� �� - .!' � I . � .�' • �;�� " �-� � � ':�• �.• : �i••� :i; X ,'P• . : •;' :' � ,. •., t � .,, _ i�X�i � :;..- •,�: `:i.�., _ _ �. .•'.'.�= • 'O�?e", 1_ "E" _ 1500# Concrete �- - a � ►, r # r_ ' j( �- y ! Pipe '-�,.` Size a 4" 6" � g�� ►. 10� � 12" ' � 16" � 20�� Bend � �,� �O � �P .ro B �i .;•. `'90, � �°�a°�s .• •'� � �� s ;.. :'a'.':;• �°� °�s t' =o,'; .;ti., O's' ♦ •: � � : � � �� .� '6�� . �: . ...:: ': ,��alc�:,. .:''.�q�t' .` .`-�' �� HORIZONTAL BLOCKING TABLE -`Dimension "X" May Vary If Necessary To Provide Bearing Against Undisturbed Trench Watl X- •• Dim. Ft. 1 . 1•5 1•5 t.s 1.5 2 2 24" 2 j� 30" 2 • 5 l� 36�� 2.5 42�� 48 � � 3 � '� �� 4.0 NOTES; � � � --- . I� 1-1-7i3 11° - 15' 22° - 30' 45° 9�° Tee b Plug � - nin. riux -riin. �Max. Min. Max. Min.� Max. Min. Max � "A" ArP nl "R" Area 1�01 ."�� Area Vol. "D" Area \(ol. "F" a a .90 .8 .05. •95 •90 .OS •95 .�0 .05 .91 .82 .05 1.16 .5 .05 .90 .8 .oS: .95 .90 .OS 1.05 1.10 .OS 1•73 1•99 .05 1.19 1.41 .05 .90 .8 .U5 •95 .90 .05 1.41 2.00 .05 1.$6 3.47 .1 1.57 2.46 .1 .90 .8 .05� 1.26 1.60 .05 1•79 3.20 .1 2.18 S.b2 .2 1.99 3•9 •15 1.10 1.2 oS 1.48 2.30 .1 2.14 4.50 .2 2.83 $.00 .3 2.38 5.6 .2 1.41 2.0� .l 2.00 4.00 .1 2.8� 8.00 .4 3.75 14.10 .64 3.16 10.0 .5 1.77 3.10 .2 2.54 6.20 .3 3•52 12.40 .6 4.70:1.00 1.15 3.9415•55� •?5 2. 14 4. 50 . 25 3. 00 �.00 . 5 4. 25 1a 10 .95 5. 65 �.00 1.85 4.76 72 . 60 I.OS 2.66 7.10 .55 3•78 ►4.20 �.0 5.30 28.20 1.75 7.05�_3�0 3•�+ 5.9135•332.1 3.33 to.00 .�S 4.So 2a4o t.4 E�.�� '+a8o 2.65 8•50 72.00 5• 1 �•20;� .0 2.95 3.72 13.SQ1.2 �.�5 27.60 2.2 7.41 ��S�o 4. t q.90��7.50 7.9 8.30 i�.0 4. ; 4. 8�8. o�.6 6.00 36.00 2.9 �.48 �7�n 5,.4 >>.,i4 �26.50 �0.4 q.So �0.03 6.�5, 4.�0 �2.�c�ti.00 6.70.4�00 7.00 _ 9.40 8$00 ►0.00� 13.00 lE2ot�t6.o(� 10.7d115D012•�, Minimum areas shown are in square feet. Volumes shown are in cubic yards. Vertical dimensions of all block bearing areas shall be identical to the horizontal dimension shown. HORIZONTAL 6LOCK ING FIGURE 9 DETA 1 L E-1- 20 Material E-2-20 Construction G lt '� � �- � �� 500�{ Con� � � Be .: �' ►� ` ,,-- u � / x , .-• 4; `:� � � ��.�� 4� ^•j ii .r� 5 �� „� .: : s�;, � '`�!'`�:f j��s', '' ' p�C'• 6 - ,, . � _Main 1500� Concrete �,�.i � ��, _. � \ TYP' MECHANICAL JOINT .�. RUBBER GASKET JOINT M. J. - M. J. Bend � °7 � - o °- ` . � i.�. F. � jjap i t ��C�g � --11 ' , ' •`.��%�,:, �•O w � �•' �: ��:/.'>��~% r,.' i t. ,. �� . +,� ;�_ ." �� /..'., L � �, _ ; ;,:':;. �;�: � r�'ti, j';i,. s_�;•�;. �'J� _'1,' Ra ' j..t.';'s'�.•� �•,''�Y JD_� �i'. . ,�. iti0`• 4\ .t �.i 'a' �.. f �' i' ( • • � 9�-`,.,�� , � � : :h4.�:��•2� � ,'.. .�r `: `, ._r,� \ � � _ � � � `�:�r�:� � Bell-Bell Bend � 1500n Concrete Keep a min. of 1'-0'' clearance betwee� conc. and joints or bolts on C.I. Pipe. or in excess of 1'-0" as detailed. 1-1-78 :'f �.�� +�� Trench width: 1. Pipe 24" i.d. and smaller = 24" or o.d. + 12" whichever is greater. � 2. Pipe larger than 24" = o.d, of Pipe + 18". � � 3. Cradle shall extend a min. of 6'' beyond each side of pipe. � 1'-0"{..� Typ, 1 � Ma i n o / o �� -;� _ � � � } ' � M,C .,i_;''�d' s...��'r:i,y. .`LCD%•�.f.�.'�•.�` �.� r"'�� it �- : i' :'n' ,..`: •�,;�....T; �.•: �.�.°�::: :yp �.• -...,u:-:•�:s �A;. ,�� !�:�.`! I. .i'. ih�� 1• :y ;•:�;�'�: '' i,: �"�•r r ,:.-•,. , .. .'� :'i. 2'-0" _ TYP• � BELL AND SPIGOT JOINT CRADLE DETAIL FIGURE 10 Note: When crqdle is shown or specifie for installation on concrete pipe the full joint length of the piF or fitting shal� cradled. � E 1-20 Materials E 2-20 Construction NOTES: , O1 6" blind flange tapped 2" with 2" brass plug. �� O2 125# pattern blind flange drilled and tapped � for 6" blind flange. 6" blind flange attached with bronze bolts. Gaskets shall be full faced as otherwise required in E 2-4. � O3 Lifting lugs shall be provided in quantities d; sufficient to loft and handle the flange as R a balanced load. � O4 Attach the 125# pattern blind flange with steel bolts and bronze nuts then cover with � cement grout after installation. O5 125# pettern flange, unless required otherwise. Flanges and blind fianges to be designed to O withstand pressure rating of pipe. O6 Wye branch to be one size larger �than, but tapered to standard � run normal diameter unless otherwise specified. r� ►; O7 Standard run diameter. .m �. � � [, � _� / _ � 45° � 7 � STANDARD CLEANING WYE DETAI L Material Specif;catio-� E 1-4 Co+�structio�� Specificatio�� E 2-4 FI GURE 28 � � L � �� L"� �� L_^_J �3 � � C'� C' T.� G7 �J � � � C�I, � , , PMS 167 (Copper) � PMS 288 (Blue) ,,t._ PMS 288 (Blue) � % 8' - p�� , , , _ , , , , , , , - � , . � ' ;� �, � �� 3�� 3�� '; 3' -1.5" ;' 3�� ; 4 -1.5 , ; � '�`' ' ; ," ' � , , , , - , , , , , . �� , - , , 2.25'_J�-- —� ; % % � `, 3.75�� , , , , _ ' ou�; ate� � � T o TH ; � � � o � � .� � � . _ T � �� n �Actlon_ � . �'unds , �. , 3.75" 2.25" � — ; . �� White N O 4.5" � / // .------�^^ I�A hl O /AC —..- . .p O `' � � PMS 288 (Blue� / � .---- PROJECT SIGN Figure 30 0 �, . -� 4.5" , ius Scale 1 " =1' E2-1 Construction Y j 1�-- LJ Where M.H.'s are in street install two or more courses of� `��ick_or concrete grade rina� �tween casting and top of bric ,one, or concrete slab. Use Cast I�on Pipe to First Joint Behind• Limit of Excavation Where M.H.'s are built in streets to be paved� M.H. rim to be set to proposed paving grade Use standard McKinley, No. A24 AM. o� �Equal M.H. Frame —' - IP�I�.��t'-IIII=�UI�u� �^� Cover 2��- 0" � Set in Mortar I�stall M.H. Step Same as in Stan�r M.H. fl � � � �l Conc. Col 1 ar lui S�f �t� 4� 1i . Limit of = Excavation-�� 4i i li� 11l �u`� ll� l lut Thrust Block to Extend 6" ln All Directions from Outside Diameter of Plpe L � i E c �° c a� .a °� �o .c . ,� � f0 L > ; � i e.�•' .. . ;. ' ' ,• ... -. �- � / � +��" Push-on Plug _�-� �' / � � � - / _� %f'� - �� , Install Nuts � � Away from M.H. O � Wall on M.J. 4'-0" �� fitting COR-TEN � BOltS � � � � 1-1-78 . Use 000# Concre e � 4' d i a. for sewer TYPICAL SECTION STANDARD FDUR FOOT DROP � --If Required �ovide � Concrete �Stub Extension At � - See / �a��of P.E. in M.H. � Standard 4' Dia. � � � M. H. Detail Figure 103 � Slope 1"/1' � / � � / � � � Vertical to 3/4 I � a�• � 1 � Po i nt of P i pe � Q� � 811 4•:I: : ' i. • : . :�::♦ -•. .• :`. : , �. , :s: �.. Grouted Invert� 4 t pipe up to 21" dia. 5' dia. fo� sewer pipe 21" t� 39" oia. ACCESS MANHOLE FtGURE 107 E ,:�4 Material E 2-14 Construction � .... ►1 ' i1 �,, � � , � L�V � �; 7 � � \ � r 1 �. -- i�� ., � Existing surface Backfill as specified � f �r� �� l�/j; , , • • . • , • �I��r��rc��r� �"��. , . � ' ' . . � • , � � . • • � . ,n � � � � ,L — � . . ' � . � , � . . . � . . . • , .Ti _ � . � , � . . � � O . . , � . � : ll . . � �; =, ' � � , • '_ • ' � ' , ll • - � �•� � '' :�:•'•':�'� •' • • � t _ " �r :''; ' • ` r .. • ; �..� �� . :� .. , . . s'�� O .;� • .f.. � i�..�. ,�. . �:�; r:;� ... �•' � . ., ..: - ��1ti��:ti •'••� •I' • ,.�� . �::J:Qi�;� �j� � � �, � ,` .; =�r, �'•'t /� '.,• ,-.`�`•`, �`; � •.• y.�.:. �1;.�,� ,�:�'� '•�T �; r' • � ��..� e ��.:.;• - 4,��• C'• •`� •' '' • ' • 1 < Q �' • ♦ '` aj 1. �: nk �'- - ---�� — - �� ' • • • •��, O• • • ��•• p:; �� • ••h �� • 7:-:../�� '•• :%:C�"� •� � ��.� n .: :'1?".v's :•�' • ..' �I; � ,••••` • •'` ,,` R••�; f� �I�C,�� J' • , V • � �� ' .`\• .�. •,y��h•�! � •. � ' � . • :f••. , • ; jpr.i••••� , , �, :.. `p;., �� - �. .�?'��' ; , ' �, ,.,.. -, , , �••:•b��'r� 1 ; ;�p.. • � � .� . . . ,: '� � • - � � � : . . ;ti�..�;,; , _ i :,.:;.� . : ��. . ._. — �� ,y� �N/�r��;1�1;1rc;;y�V'��%ll��c�:! . �-o ' --o�) � � � � . 1 �, .- L_. . � -, -�s � --- - O6" min. dimension. 6" max. for pay purposes when bid per cubic yard. O6" min. dimension. Max. for pay purposes shall be 6" on mains 24" and smaller, 9" on mains 30" and larger� when bid per cubic yard. O3 4" min. dimension. 4" max. for pay purposes when bid per cubic yard. O4 Class "E" 15�0## concrete. CONCRETE ENCAS EM ENT FIGURE 113 0 DETAI L E 1-7 Mater ial E 2-7 Construction � � � � r � � � � � � � � � � � � # � PART F Insurance --��ca� — - Bond Fo�ms � � � � � � � � � � � !J � � J _J � ■1 —J CONTR.ACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A Labor Code Section 406.096, Contractor certifies that it provides workers' compensation insurance coverage for all its employees employed on city of Fort Worth Project Number P546- 070460410110 WII,LIAM J. SCHULTZ, INC., DBA CII2CLE "C" CONSTRUCTION COMP CO CTO By: �� / � P� �� Title 1�2--�� - �9 Date � STATE OF TEXAS COUNTY OF TE�RRANT � � BEFORE ME, the undersigned authority, on this day personally appeared �� I'� p��h�� known to me be the person whose name is subscri d o e Qre oing ins ent, and acknowledged �o me that he executed the same as the act and deed of �: )� �cc�l� �r C%�� for the purpose and consideration therein expressed and in the capacity therein stated� e; y� cJri `�l�✓ t�tti �� a � day of GIVEN UNDER MY HAND AND SEAL OF OFFICE this . 19��. �� r'�G2%�� Notary Public in a� for / the State of Texas .='��`Y.�6�, CA�AL J. SCHUL'TZ �.�,'� �;*; NOTARY PUBLIC �� ,::��,s<; State of %xas � �;?�o >k,,,�s� Comsn. Exp. 04142000 + � u�ii. i i ' �i e�• i u. ii � i � � �. 1J I � i�� 1 � J ..... ..... .... ..... .... ; � � � L THE STATE OF TEXAS COUNTY OF TARRANT BOND NO.: 6040206 PERFORMANCE BOND § � KNOW ALL MEN BY THESE PRESENTS: That we (1) WILLIAM J. SCHULTZ, INC., � � 0 � � LJ 1'� C�� ' LJ DBA CIRCLE "C" CONSTRUCTION COMPANY, a(2) Cornoration of Texas, hereinafter called Principal, and (3) SAFECO INSURANCE COMPANY OF AMERICA. a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, in the penal sum of: **One Million, One Hundred Twenty-Eight Thousand, Five Hundred Ninety-Six and 50/100** ($1,128,596.50) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that Whereas, the Princ�i,}� a e t mto a certain contract with the City of Fort Worth, the Owner, dated the day of�A"' �� , A.D. 1999 a copy of which is hereto attached and made part hereof, for the construction of: Mains 126 and 250 Drainage Area Sanitary Sewer System Rehabilitation Improvements Part 5, Unit 1 designated as Project No.(s) PS46-070460410110; D.O.E. No. 1659 a copy of which contract is hereby attached, referred to and made part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". NOW THEREFORE, if the Principal shall well, truly, and faithfully perform the work in accordance with the plans, specifications, and contract documents during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save harmless the Owner from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect. F-1 ' a � � D � � a � � � a a � � � /� � � � PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas. AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. IN WITNESS WHEREOF, this instrument is e��ut�d4i � 1�0 counterparts each one of which IV shall be deemed an original, this the day of ATTEST: �� (Princ�ipal) Secreta (S E A L) ATTEST: Witness as to Principal , A.D., 1999. WII.LIAM J. SCHULTZ, INC., DBA CIRCLE "C" CONSTRUCTION COMPANY P ' CIl' (4) BY: / ' ,—,' �illia J. Sc�lltz, President P. O. Box 40328, Fort Worth, TX 76140 (Address) SAFECO INSU CE COMPANY OF AMERICA (Address) � Surety ; BY: %, L� ��, �. � � (Attorney�in-Fact) (5) Sheryl A. Klutts Safeco Plaza, Seattle, WA 98185 (Address) (SEAL) (Surety) Secretary NOTE: Date of Bond must not prior to date of Contract Correct Name of Contractor A Corporation, a Partnership or an Individual, as case may be Correct Name of Surety If Contractor is Partnership all Partners should execute Bond A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact. l/ �J/, Y1��: � �t-�GC,�,�� v° Witness as to Surety Cynthia N. Klutts 234 Emma Street, Fort Worth, TX 76111 (Address) (DC-5/21/70) (1) �2) (3 ) (4) (5) F-2 D �� SAFECON D POWER OF ATTORNEY SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA HOME OFFICE: SAFECO PLAZA SEATTLE, WASHINGTON 98185 No. 7498 �NOW ALL BY THESE PRESENTS: hat SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint D*****�**'****************�****JOHN A MILLER; SHERYL A KLUTTS; JOHN A. MILLER, II; K.R. HARVEY• Fort Worth, Texas******�*********$***************�***** �its true and lawful attomey(s)-in-fact, with full authoriiy to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character , I 6ssued in the course of its business, and to bind the respective company thereby. U IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and Dattested these presents � this 21st �I �j � - �/ �"' ,��_,: - R.A. PIERSON, SECRETARY CERTIFICATE day of April � `��f�1i�+�G�f, W. RANDALL STODDARD, PRESIDENT 1999 Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: �"Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any �instrument making or evidencing such appoinfinent, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the 5ecretary or an assistant secretary of the Company setting out, (i) The provisions of Article V, Section 13 of the By-Laws, and (ii) A copy of the power-of-attorney appointment, executed pursuant thereto, and � m Certi in that said ower-of-attorne a ointment is in full force and effect, �...) �Y� 9 P Y PP the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." �I, R.A. Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By-Laws, the Resolution and the Power of Attorney are still in full force and effect. �IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation � � GF, ��Ihp ��,N 9yy � Go�Po�r� 22, J � 5EAL � a � ��Of wAStn�� ] S-0974/SAEF 7/98 this CORPORATE ' SEAL X i day of � � � . � R.A. PIERSON, SECRETARY � Registered trademark of SAFECO Corporation. 4/21/99 PDF C � BOND NO.: 6040206 PAYMENT BOND THE STATE OF TEXAS � COUNTY OF TARRANT � � KNOW ALL MEN BY THESE PRESENTS: That we (1) WILLIAM J. SCHULTZ, INC.. DBA CIRCLE "C" CONSTRUCTION COMPANY a(2) Corporation of Tegas, hereinafter called Principal, and (3) SAFECO INSURANCE COMPANY OF AMERICA. a corporation organized and � e�sting under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and e�sting under the laws of the State of Texas, hereinafter called Owner, and unto all person, firms, and corporations who may furnish materials, for or perform labor upon the building or improvements ahereinafter referred to in the penal sum of: **One Million, One Hundred Twenty-Eight Thousand, Five Hundred Ninety-Six and 50/100** � `�1.128.596,,50) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the day of JAN O 4 Z000 , A.D. 1999, a copy of which is hereto attached and made part hereof, for , a copy of which is hereto attached � and made part hereof, for the construction of Mains 126 and 250 Drainage Area Sanitary Sewer System Rehabilitation Improvements - Part 5, Unit 1 designated as Project No.(s) PS46-070460410110; D.O.E. No. 1659„ a copy of which contract is �'''a hereto attached, referred to and made part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". NOW THEREFORE, the condition of this obligation is such that, if the Principal shall promptly make payment to all claimants as defined in Article 5160, Revised Civil Statutes of Texas, supplying � labor and materials in the prosecution of the work provided for in said Contract, then this obligation shall be null and void, otherwise it shall remain in full force and effect. � THIS BOND IS MADE AND ENTERED into solely for the protection of all claimants ,. supplying labor and material in the prosecution of the work provided for in said Contract, as claimants are defined in said Article 5160, and all such claimants shall have a direct right of action under the bond as provided in Article 5160 of the Revised Civil Statutes. � F-3 � � D � ii� PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder whose claim may be unsatisfied. IN WITNESS WHEREOF, this instrument is executed in 10 counterparts each one of which l ". � shall be deemed an original, this the ATTEST: �� O (Prin�ipal) Secret � (SEAL) � 0 � ATTEST: WILLIAM J. SCHULTZ, INC., DBA CIItCLE "C" CONSTRUCTION COMPANY P C (4) i BY: � �f ' Will' J.,�Ilultz, President P. O. Box 40328, Fort Worth, TX 76140 (Address) Witness as to Principal SAFECO INSUR�NCE COMPANY OF AMERICA (Address) ;' Surety BY: , �� ° �C�-� __ � (Attorn -in-Fact) (5) Sheryl A. Klutts Safeco Plaza, Seattle, WA 98185 (Address) (SEAL) (Surety) Secretary � � ��i1� 6'� �'Y�cc.� � Witness as to Surety Cynthia N. Klutts � 234 Emma St., Fort Worth, TX 76111 (Address) � G5/21/70 (D ) LJ day of Jq� p 4 �g�g A.D., 1999. NOTE: Date of Bond must not prior to date of Contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct Name of Surety (4) If Contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact. F-4 0 �� SAFECON � POWER OF ATTORNEY SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA HOME OFFICE: SAFECO PLAZA SEATTLE, WASHINGTON 98185 No. 7498 �KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint .sss*sssxss*sx:::sss:ssssss*�sJOE3N A. MILLER; SHERYL A KLUTTS• 70HN A MILLER, II; KR HARVEY; Fort Wortb, Tea�assssss*ssssx*s*st***�:rasss��***ss�s*sss D � Dits true and lawful attomey(s)-in-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents � this 21st day of April , 1999 . � � �� !% � ;� , � � R.A. PIERSON, SECRETARY W. RANDALL STODDARD, PRESIDENT � CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: 'Article V, Section 13. - FIDELITY AND SUREN BONDS ... the President, any Vice President, the Secretary, and any Assistant �ce President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or Dundertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, fhat the seal shall not be necessary to the validity of any such instrument or undertaking:' � Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V, Section 13 of the By-Laws, and (ii) A copy of the power-of-attorney appointment, executed pursuant thereto, and (iii) Certifying that said power-of-attomey appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." DI, R.A. Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By-Laws, the Resolution and the Power of Attorney are still in full force and effect. DIN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation D � N� �� ' '�yy GpEtPOR,�T�. � D $ SEAL � � a D a�,� 1953 0� '�'vf was�n�'�` DS-0974/SAEF 7/98 this CORPORATE ` SEAL . x i day of � � _� _ _'� -i1t.� R.A. PIERSON, SECRETARY � Registered trademark of SAFECO Corporation. 4/21/99 PDF i� i� D � 0 O � � a � � lJ THE STATE OF TEXAS COUNTY OF TARRANT BOND NO.: 6040206 MAINTENANCE BOND ,� � �, � 3 KNOW ALL MEN BY THESE PRESENTS: That (1) WILLIAM J. SCHULTZ, INC., DBA CIRCLE "C" CONSTRUCTION COMPANY, as Principal, acting herein by and through (2) William J. Schultz, its duly authorized President and (3) SAFECO INSURANCE COMPANY OF AMERICA, a corporation organized under the laws of the State of Washington; as surety, do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, a Municipal Corporation, chartered by virtue of Constitution and laws of the State, **One Million, One Hundred Twenty-Eight Thous�nd, Five Hundred Ninety-Six and 50/100** Dollars ($1,128,596.50), lawfully money of the United States, for the payment of which sum well and truly be made unto said City of Fort Worth, and its successors, said Contractor and surety do hereby bind themselves, their heirs, executors, administrators, assigns and successors, jointly and severally. This obligation is conditioned, however; that, WHERE J� t�}e4Px��pal has entered into a certain contract with the City of Fort Worth, U L dated for the performance of the following described public work and the construction of the following described public improvements: Mains 126 and 250 Drainage Area Sanitary Sewer System Rehabilitation Improvements - Part 5, Unit 1 all of the same being referred to herein and in said contract as the Work and bein� designated as Project No.(s) PS4G-070460410110; D.O.E. No. 1659; and said contract, including all of the specifications, conditions and written instruments referred to therein as contract documents being hereby incorporated herein by reference for all purposes and made a part hereof, the same as if set out verbatim herein; and WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition for and during the period of one (1) vear after the date of the final acceptance of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of one (1) ve1r; 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, C F-5 1 i� .J � L �� WHEREAS, said Contractor binds itself, upon receiving notice of the need therefor to repair or reconstruct said work as herein provided. NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or reconstruct said work in accordance with all the terms and conditions of said Contract, these presents shall be null and void, and have no force or effect. Otherwise, this Bond shall be and remain in full force and effect, and said City shall have and recover from the said Contractor and its surety damages in the premises as prescribed by said Contract. This obligation shall be a continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is e�austed. WHEREAS, all parties covenant and agree that if any legal action be filed upon this bond, venue shall lie in Tarrant County, Texas; and, IN WITNESS WHEREOF this instrument is executed in 10 counterparts, each one of which shall be deemed an original, dated i n �i n��nnn � ATTEST: ��` � (Principa� Secretary � rl (SEAL) iJ � � � ATTEST: � � � (S E A L) LwJ Witness as to Principal (Address) (Surety) Secretary �.�, �� '�';� )�-G�.� � Witness as to Surety Cynthia N. Klutts 234 Emma St., Fort Worth, TX 76111 (Address) WILLIAM J. SCHULTZ, INC., DBA CIRCLE "C" CQNSTRUCTION COMPANY RiN AL (4) By: ,,�� !�� illi� J. Schultz P. O. Box 40328, Fort Worth, TX 76140 (Address) SAFECO INS�TR�i�iCE COMPANY OF AMERICA j Surety By: �� _ ��.� • s !,� (Attorne'y-in-Fact) (5) Sheryl A. Klutts Safeco Plaza, Seattle, WA 98185 (Address) NOTE: Date of Bond must not prior to date of Contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct Name of Surety (4) If Contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact. F-6 � D �� sAF EcoN D POWER OF ATTORNEY SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA HOME OFFICE: SAFECO PLAZA SEATTLE, WASHINGTON 98185 No. 7498 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint ******************************JOHN A MIIJ ER; SHERYL A. KLUTTS; JOHN A. MILLER, II; K.R. HARVEY; Fort Worth, Texas*************************************� � Dits true and lawful attomey(s)-in-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents Dthis 21st day of April , 1999 . D .��.� i� ��,� R.A. PIERSON, SECRETARY , W. RANDALL STODDARD, PRESIDENT � CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA • and of GENERAL INSURANCE COMPANY OF AMERICA: 'Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any III��^111instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or I lundertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not Ube necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Articie V, Section 13 of the By-Laws, and (ii) A copy of the power-of-attorney appointment, executed pursuant thereto, and (iii) Certifying that said power-of-attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." DI, R.A. Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By-Laws, the Resolution and the Power of Attorney are still in full force and effect. �IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation this day of � � D � DS-0974/SAEF 7/98 � G��O�r�`�\ . � SEAL „ a �� f IYAS1n�� ' CORPORATE ' SEAL � 1�2^�� s'� . , R.A. PIERSON, SECRETARY � Registered trademark oi SAFECO Corporation. 4/21/99 PDF � I�� IMPORTANT NOTICE To obtain information or make a complaint: "� You may call the company's toll-free telephone number J for information or to make a complaint at: � �� 1-800-472-4455 You may write the Texas Department of Insurance P. O. Box 149104 Austin, TX 78714-9104 FAX # (512) 475-1771 PREMILTM OR CLAIM DISPUTES: Should you have � a dispute concerning your premium or about a claim you should contact the agent or the company first. If the dispute is not resolved, you may contact the Texas 7 Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This � notice is for information only and does not become a part or condition of the attached document. � Prescribed by the State Board of Insurance Effective May 1, 1992 ■J `1 � J � � ' AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede Ilamar al numbero de telefono gratis de la companla para informacion o para someter una queja al 1-500-472-4455 Puede comunicarse con el Departamento de Seguros de P. O. Box 149104 Austin, TX 787149104 FAX # (512) 475-1771 DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente or la compania prlmero. Si no se resuelve la disputa, puede entonces comunicarse con el Departamento de Seguros de Texas. UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. Ordenado por el consejo Estatal de Directures de Seguros, Effectivo el 1 de Mayo 1991. � e � � PART G - CONTRACT THE STATE OF TEXAS COUNTY OF TARRANT � � THIS CONTRACT, made and entered into JAN 0 4�000 by and between the City � I��, �i � �, LJ e L of Fort Worth, a home-rule municipal corporation located in Tarrant County, Texas, acting through its City Manager thereto duly authorized so to do, Party of the First Part, hereinafter termed "OWNER", and WILLIAM J. SCHULTZ, INC.. DBA CIRCLE "C" CONSTRUCTION COMPANY of the City of Fort Worth, County of Tarrant and State of Texas, Party of the Second Part, hereinafter termed "CONTRACTOR". WITNESSETH: That for and in consideration of payments and agreements hereinafter mentioned to be made and performed by the Party of the First Part (Owner), said Party of the Second Part (Contractor) hereby agrees with the said Party of the First Part (Owner) to commence and complete certain improvements described as follows: Mains 126 and 250 Drainage Area Sanitary Sewer System Rehabilitation Improvements Part 5, Unit 1 5ewer Project No. PS46-070460410110; D.O.E. No. 1659 and all extra work connected therewith, under the terms as stated in the Contract Documents, and at his (their) own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendence, labor, bonds, insurance, and other accessories and services necessary to compete the said construction, in accordance with all the requirements of the Contract Documents, which include all maps, plats, blueprints and other drawings and printed or written explanatory matter thereof, and the specifications thereof, as prepared by the Engineers employed by the Owner, each of which has been identified by the endorsement of the Contractor of the Contract Documents hereto attached, including the Fort Worth Water Department General Contract Documents and General Specifications, all of which are made a part hereof and collectively evidence and constitute the entire contract. G-1 i � � �� !J � � � J The Contractor hereby agrees to commence work within ten (10) days after the date written notice to do so shall have been given to him, and to substantially complete same within the time stated in the Proposal. The Owner agrees to pay the Contractor in current funds for the performance of the contract in accordance with the Proposal submitted therefore, subject to additions and deductions, as provided in the Contract Documents and all approved modifications thereof, and to make payment on account thereof as provided therein. IN WITNESS WHEREOF, the Parties of these presents have executed this Contract in 10 counterparts in the year and day first above written. CITY OF FORT WORTH, TEXAS (Owner) Party of the First Part . By: � Asst. City Manager � (SEAL) ' Approved: � �� c.� • � A. Douglas Rademaker, P.E., Director Department of Engineering JCW J � J � CW ATTEST: �� / �� ity Secretary . � CONTRACTOR: WILLIA J. SCHULTZ, INC., DBA CIItCLE °�C" ONS UCTION COMPANY By: � ,� � � - "'"� Will�m J. Schultz Title: President WITNESSES: � �� APPROVED AS T FORM AND LEGALITY: Gary Stein rger, Asst. City Attorney � �� r I � lJ�l Contract Authorization �" f� "� ! J � � Date � � G-2 � � � � � � � � � � � � � r r � � r � APPEl�TDIX A Permits/Easements 0 � � ' � � � � � � � � � � � � � � � � EASEMENT DOCUMENTS Three copies (in 3-ring binders) of all the rights-of-entry, forms and all ea'sements (temporary construction and permanent) obtained for this project are available for examination at the Department of Engineering plans desk. Bidders shall be provided with copies of any right-of- entry or easements upon request. The terms of all Special Provisions or Conditions for easement� shall be applicable. The responsive low bidder will be furnished with a copy of Appendix A after award of contract. Bidders shall not remove any of the three copies from the plans desk. 0 Appendix A-1 City of Fort Worth, Texas �►�Ayar And Caunc�l Cammun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 1/4/00 **C-17801 3�BURI�1 1 of 2 SUBJECT AWARD OF CO TRACT TO WILLIAM J. SCHULTZ, INC., C�/�/� CII�CLE C CONSTRUCTION �OMF'ANY, FOR MAINS 126 AND 250 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS PART 5, UNIT 1 RECOMM�NDATION: It is recommended that the City Council authorize the City Manager to execute a contract with William J. Schultz, Inc., d/b/a Circle "C" Construction Company, in the amount of $1,129,596.50 for Mains 126 and 250 Drainage Area Sanitary Sewer System Rehabilitation and Improvements Part 5, Unit 1. DISCUSSION: On August 15, 1995 (M&C C-14962), the City Council authorized the City Manager to execute an engineering agreement with Turner Collie & Braden, Inc. to prepare plans and specifications for Mains 126 and 250 drainage area sanitary sewer system rehabilitation and improvements. The proposed improvements consist of the replacement of sewer Main 250 beginning from a point located 750 feet south of the Burnice Street/Turner Street intersection, southerly 250 feet to the Turner StreeUEast Berry Street intersection, then westerly 1,000 feet to the East Berry StreeUl.H. 820 access road intersection, then northerly 300 feet, then southwesterly 600 feet, then westerly 400 feet, then northerly 400 feet, then southwesterly 500 feet and then northwesterly 550 feet to Cravens Road. The proposed improvement consist of the replacement of approximately 2,900 linear feet of primarily 24-inch sewer pipe to be replaced by open cut method, and 1,200 linear feet of 24-inch sewer pipe to be replaced by other than open cut method. The project is located in COUNCIL DISTRICT 4, Mapsco 79Y and Z. The project was advertised for bid on October 14 and 21, 1999. On November 11, 1999, the following bids were received: BIDDER AMOUNT TIME OF COMPLETION William J. Schultz. Inc. dba Circle "C" Construction. Inc. Jackson Construction, Inc. Conatser Construction, Inc. Oscar Renda Construction, Inc. B&H Utilities, Inc. S.J. Louis Construction, Inc. Tri-Tech Construction, Inc. Texas-Sterling Construction, Inc. $1.129.596.50 1,238,959.50 1,250,482.00 1,324,804.00 1, 345,114.00 1,371,429.00 1,441,303.00 1,461,697.70 140 Calendar Days In addition to the contract cost, $79,000.00 is required for inspection and survey and $34,000.00 is provided for project contingencies. City of Fort Worth, Texas �i►�Ayar And Caunc�l Cammun�cAt�an DATE REFERENGE NUMBER LOG NAME PAGE 1/4/00 **C-17801 30BURN � 2 of 2 SUBJECT AWARD OF CONTRACT O WILLIAM J.� 5GHUL7'L, 1NC., D/B/A CIRCLE °C" CONSTRUCTION COMPANY, FOR MAINS 126 AND 250 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS PART 5, UNIT 1 William J. Schultz, Inc., d/b/a Circle "C" Construction Company, is in compliance with the City's M/WBE Ordinance by committing to 17% M/WBE participation. The City's goal on this project is 17%. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the Commercial Paper-Sewer Fund. MG:k Submitted for City Manager's Oftice by: Mike Groomer Originating Department Head: A. Douglas Rademaker Additional Information Contact: A. Douglas Rademaker FUND I ACCOUNT I CENTER I AMOUNT (to) 6140 I � 6157 I (from) PS46 � 6157 I 541200 070460410110 $1,129,596.50 CITY SECRETARY APPROVED C� i 1 Co��. � A �+ 4 Z000 �� Citp Secretary of�q �itv of F�rt Woath. s�ta s