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Home My WebLink About025566 - Construction-Related - Contract - Hall-Albert Construction Company� l �3 MAl'N BR AlvD i1�IAIN 279 DR.�i TAGE AREA SAI�ZTARY SEVVER SYSTEM REHABIj :T1�TIrJN Al�TD IlVT�'�tOVEMENTS (GROUP 7, CONTRACT i), P��T 4 # LJNIT 2 T�.O.E. NO. 2S �� FGR EI� ;l, ..�'r'..�' � � ��PAe'R'f1N K�xi��th Ba�^r lvlczyor II� THE i � � ��b '�eri e1� Cit.v l�ila;za��r , 1 / % S�ECIF?CATIVI�`�1�� Y , �ITY SECRETARY �� ,;•, �.E. F��,ECONTRACT NO . ;�'S�`� � _ �,r A1VD �.' . � � � � �� AC"iOtrs ��' �. c�riTr.ACT �c�cutii�v�`s �, - , ;,;:��;��CTION'S �� SEWFR PROJECT NO. PS58-070580410060 �''I�Y O� FOl�'�' W��'�H Lee C. Bradiey, Jr., �'.�. Directo:-, Wa*er Departme�zt I�ugo A. �1ialan�a, �.�. Director. T'runsFcrtatiarc and Publ�c Works Department A. D��g�as Rademaker, P.E. Dire� tor, EngiFre�ring D�partment 199� .� � i'C&B Project No. 4�-9 �'68C-875 Tu.rner Coliie � L�raden Inc. E:igineers • Planners s Prolect iVlanagers 1240 �urnmit Ave., Suite 600 Forth ��Jort?1, Texas 761 n2 � f�f�8C�9�� [�C��QD � �� : G,��G?� If tic �1 V':��Wq �LSWo '—� . w � R � y u City of Fort Wo�th, Texas Mayor and Council Communication DATE REFERENCE NUMBER LOG NAME PAGE 12/21/99 **C-17793 I 30STREET-23 I 1 of 2 SUBJECT AWARD OF CONTRACT TO HALL-ALBERT CONSTRUCTiON COMPANY FOR MAINS BR AND 279 DRAINAGE AREA SAN(TARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1) PART 4, UNiT 2 RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Hall- Albert Construction Company in the amount of $319,652.50 for Mains BR and 279 Drainage Area Sanita'ry Sewer System Rehabilitation and Improvements (Group 7, Contract 1) Part 4, Unit 2. DISCUSSION: On August 12, 1997 (M&C C-16214), the City Council authorized the City Manager to execute an engineering agreement with Turner Collie & Braden, lnc. to prepare plans and specifications for the reduction of inflow/infiltration in sanitary sewer Main BR and 279 drainage areas. This project is part of the City's Integrated Wet Weather Wastewater Management Program to comply with an administrative order from the U.S. Environmental Protection Agency to eliminate sewer overtlows from the City's wastewater collection system. The project consists of the replacement of the following sanitary sewer laterals and mains: L-759/L-766/L-867 - located on 23rd Street between Rosen Avenue and Loving Avenue; and L-739 - located in the alley between Columbus Avenue and Chestnut Avenue from 24th Street to 25th Street; and . M-16 - located in the alley between Prairie Avenue and Loving Avenue from 23rd Street to 25th Street. The proposed improvements consist of the replacement of approximately 3,100 feet of 8-inch diameter sewer pipe. The project is located in COUNCIL DISTRICT 2, Mapsco 62E and J. The project was advertised for bid September 16 and 23, 1999. On October 14, 1999, the following bids were received: ., City of 1�ort Worth, Texas Mayor ar�d Council Commuriication DATE REFERENCE NUMBER LOG NAME PAGE 12/21/99 **C-17793 I 30STREET-23 � 2 of 2 SUBJECT AWARD OF CONTRACT TO HALL-ALBERT CONSTRUCTION COMPANY FOR MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1) PART 4, UNIT 2 BIDDER Hall-Albert Construction Companv Wi�liam J. Schultz, inc. d/b/a Circle "C" Construction Company Tri-Tech Construction, Inc. Conatser Construction, Inc. B & H Utilities, Inc. Davila Construction, Inc. Long Construction & Engineering, Inc. M. E. Burns Construction, Inc. Jackson Construction, Inc. Burleson Utilities, Inc. Cleburne Utility Construction Company Whizcon Utilities, Inc. Texas-Sterling Construction, Inc. Kebo Services, Inc. AMOUNT $319,652.50 332,808.00 348,533.00 367,591.30 374,769.00 382,743.80 387,601.00 391,605.50 396,105.25 396,303.30 405,854.35 412,115.00 447,656.20 448,810.00 TIME OF COMPLETION 110 Calendar Days In addition to the contract cost, $23,000.00 is required for inspection and survey and $16,000.00 is provided for project contingencies. Ha(I-Albert Consiruction Company is in compliance with the City's M/WBE Ordinance by committing to 3% M/WBE participation. The City's goaf on fhis project is 18%. Hall-Albert Construction Company identified several subcontracting and supplier opportunities. The M/WBEs contacted in the identified areas either did not respond or did not submit the lowest bid. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budget as appropriated, of the State Revolving Fund-Sewer. MG:j Submitted for City Manager's Office by: Mike Groomer Originating Department Head: 6140 I FUND I ACCOUNT I � (to) � I A. Douglas Rademaker 6157 I(from) CENTER I AMOUNT I CITY SECRETARY I � � � � APPROVED 12/2I/99 . , . , w City of FoYt WoYth, Texas .Mayor and Council, � Communication DATE REFERENCE NUMBER LOG NAME " PAGE �2�21�99 *�C-17793 30STREET-23 . 3 of 2 SUBJECT AWARD OF CONTRACT TO HALL-ALBERT CONSTRUCTI N COMPANY FOR MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1) PART 4, UNIT 2 � PE42 541200 070420417630 $319,652.50 Additional Information Contact: � A. Douglas Rademaker 6157 � SEP-29-99 WED 1�38 PM F, W, DEPT, ENGINEERING "-� FAX I�4; 817 871 7854 P, 1 :fl� � September 29, 1999 � CITY OF FORT WORTH � DEPARTMENT OF ENGINEERING ADU�NDUM NO. 1 � � l�J C C � LJ !�l T4 THE SPECIFICATIONS AND CONTRACT DOCUMENTS � FOR M�.TN BR AND MAIN 279 D12A1NAGE AREA SANITA.R.Y SEVJ�R SYSTEM FtCI�ABILITATION AND IMPROVEMENTS (GROUP7, CONTRACT 1) - PART 4 Units 1, 2 & 3 SEWER PROJECi NO. PS53-070580410060 D.O.E. NO's 2475, 2582 & 2583 Bid �teceipt Aate -- October X4,1999 1. Bidders are hereby notified of the foilowing: On the Comprehensive Notice To $idders and item No. 11 of the Special Tnseructions to F3idders (Water Department) prospective hidders shalI revise the �rst sentence of the paragraph pertaining to M/WBE requirements to read as fallows: " In accordance with the City of Fort Worth Ordinance, No_ 13471, as amended Uy Qrdinance No. 13781 the City of Forc Vi7orth has goals...._.-._." No other parts of the plans or contract docurr�ents are hereby chax�ged. pRECFIPT �CKI�I VVL DGED: � BY: P � � � �� l�J � ,J � Depa.�tment of fingineering Rick Trice, P.E. Manager, Consultant Services __-. ay: I� n� � � �= � �� ', � �� r,�c�, Ad,dendum No. 1 09/29/99 F9ED 13:40 [TX/RY NO 5892] C�001 � � a � a � a �� I � ' � SPECIAL CONTRACT DOCUMENTS FOR MAIN BR AND MAIN 279 DRAINAGE AREA SAIVITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1), PART 4 LJrTIT 1 D.O.E. NO. 2475 iJNIT 2 D.O.E. NO. 2582 iJNIT 3 D.O.E. NO. 2583 SEWER PROJECT NO. PS58-070580410060 IN THE CITY OF FORT WORTH, TEXAS 1999 I hereby state that these Contract Documents were prepared under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Texas. �,o_._ _ eo ��O�P�� OF� T�'r"9��► �� ?c•' � •,�' *� ; �; �d �c. .a.e1A ��TANVIR iJL ISLAM °, ....ee.e . ...o.. a , ' , �4259 � ; • , •e . °��o,�� C!c�sE� � ��``� 9//¢/9p TURNER COLLIE & BR.ADEN INC. ENGINEERS • PLANNERS • PROJECT MANAGERS 1200 Summit Ave., Suite 600 Fort Worth, Texas 76102 � I I � � � I � � I � I � I � I I � 1 TABLE OF CONTENTS PART A PART B PART C PART D PART E PART F PAItT G Notice to Bidders Detailed Notice to Bidders Special Instructions to Bidders MIWBE Specifications - Unit 1 (Pink) Proposal - Unit 1 M/WBE Specifications - Unit 2 (Pink) Proposal - Unit 2 M/WBE Specifications - Unit 3 (Pink) Proposal - Unit 3 General Conditions {Canary Yellow) Supplementary Conditions (Canary Yellow) Special Conditions (Green) 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 APPENDIX B SRF Funding � I � � � � � � � � � � i i � � � 1 1 I � � _� _ ' Notz'ce to Bidde�s Detailed Notz'ce to Bidders Special Instructions to Bidde�s n � u �� Sealed bids for the following: NOTICE TO BIDDERS Main BR and Main 279 Drainage Area Sanitary 5ewer System Rehabilitation and Improvements (Group 7, Contract 1), Part 4 Unit 1 D.O.E. No. 2475 Unit 2 D.O.E. No. 2582 Unit 3 D.O.E. No. 2583 � UNIT 1 (DOE 2475) � D U�T 2 (DOE 2582) � ' LTNIT 3 (DOE 2583) O O 24 10 4,325 126 317 12 22 2,855 227 28 108 18 2,994 679 178 173 EA Manholes � LF 6-inch PVC Sanitary Sewer by Open Cut LF 8-inch PVC Sanitary Sew�r by Open G�t LF 8-inch DIP Sanitary Sewe by Open Cut LF 6 to 8-inch Sanitary Sewer by Pipe Enlargement EA Manholes LF 6-inch PVC Sanitary Sewer by Open Cut LF 8-inch PVC Sanitary Sewer by Open Cut LF 8-inch DIP Sanitary Sewer by Open Cut EA LF LF LF LF LF LF Manholes 6-inch PVC Sanitary Sewer by Open Cut 6-inch DIP Sanitary Sewer by Open Cut 8-inch PVC Sanitary Sewer by Open Cut 8-inch DIP Sanitary Sewer by Open Cut 8-inch DIP Sanitary Sewer by Other than Open Cut 6 to 8-inch Sanitary Sewer by Pipe Enlargement � addressed to Mr. Bob Teaell, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing Office until 1:30 p.m. on Thursday, October 14, 1999-and then publicly opened and read aloud at 2:00 p.m. in the City Council Chambers. Plans, spec�cations and contract documents for this project ma.y be obtained at the offices � of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. One set of documents will be provided to prospective bidders for a deposit of Fifty Dollars ($50.00). � � � � u A pre-bid conference will not be held for this project. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Bidders must submit the complete specifications book or risk rejection of bid. For additional information, please contact Mr. Michael Domenech, P.E. at 332-5474 (ext. 39) or Mr. Stephen James, P.E. at 332-8977. ADVERTTSING DATES: September 16, 1999 September 23, 1999 � A�1 � DETAILED NOTICE TO BIDDERS �J � � L■J L!1 Sealed proposals for the following: Main BR and Main 279 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 7, Contract 1), Part 4 Unit 1 D.O.E. No. 2475 Unit 2 D.O.E. No. 2582 Unit 3 D.O.E. No. 2583 addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing Office unti] 1:30 p.m. on Thursday, October 14, 1999 and then publicly opened and read aloud at 2:00 p.m. in the City Council Chambers. O Plans, specifications 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. l�l l�. C� � u All bidders will be required to comply with provision 5159 of "Vernon's Civil Statutes" of the State of Texas with respect to payment of prevailing wage rates and City Ordinance No. 7278, as amended by City Ordinance No. 7400 (Fort Worth City Code Sections 13-A-21 through 10-A-29), prohibiting discrimination in employment practices. Bid security is required in accordance with Paragraph 2 of the Special Instructions to Bidders. The major work on this project shall consist of: U1�1IT 1 24 EA Manholes (DOE 2475) 10 LF 6-inch PVC Sanitary Sewer by Open Cut 4,325 LF 8-inch PVC Sanitary Sewer by Open G�t 126 LF 8-inch DIP Sanitary Sewer by Open Cut 317 LF 6 to 8-inch Sanitary Sewer by Pipe Enlargement U1VIT 2 � (DOE 2582) � UNIT 3 (DOE 2583) a O %�� L�l C�J 12 EA Manholes 22 LF 6-inch PVC Sanitary Sewer by Open Cut 2,855 LF 8-inch PVC Sanitary Sewer by Open Cut 227 LF 8-inch DIP Sanitary Sewer by Open Cut 28 108 18 2,994 679 178 173 EA Manholes LF 6-inch PVC Sanitary Sewer by Open Cut LF 6-inch DIP Sanitary Sewer by Open C�t LF 8-inch PVC Sanitary Sewer by Open Cut LF 8-inch DIP Sanitary Sewer by Open Cut LF 8-inch DIP Sanitary Sewer by Other than Open Cut LF 6 to 8-inch Sanitary Sewer by Pipe Enlargement and all necessary appurtenances and incidental work to provide a complete and serviceable project. Included in the above will be all other miscellaneous items of construcrion as outlined in the Specifications and Contract Documents. A pre-bid conference will not be held for this project. a DNB-1 � IJ 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 aze a opened. The Awazd 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 aze made as to the responsibility of the bidder to whom it is proposed to awazd the Contract. 0 SUBMISSION OF BID(S) AND AWARD OF CONTRACT(S): This document is designed as three (3) separate contract documents and shall not be construed as being a single contract. The proposal sections are provided as three (3) individual proposals with three (3) individual M/WBE specifications and are arranged in units to allow D prospective bidders to submit bids on one unit, or all units. Award of contract(s), if made, shall be to the responsive low bidder for each individual unit. If a contractor is the responsive low bidder on multiple units, then a single set of contract documents consisting of all applicable units will be created and one single award of contract shall be made. The Contractor shall comply with the City's M/WBE Ordinance on each individual unit. �� .!1 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 within such contracts. Any contract or contracts awarded under this Detailed Notice to Bidders are expected to be funded in part by a loan from the Texas Water Development Board. This contract is contingent upon release of funds from the Texas Water Development Board. Neither the State of Texas nor any of its departments, agencies, or employees is or will be a party to this Detailed notice to Bidders or any resulting contract. 0 In accord with City of Fort Worth Ordinance No. 11923, the City of Fort Worth has goals for the participation of Disadvantaged Enterprise in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, and/or the GOOD FAITH EFFORT FORM ("Documentation"), as appropriate. The Documentation must be received by � the contracting department no later than 5:00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the contracting department to whom delivery was made. Such receipt shall be evidence that the Documentation was received by the City. ,!J L�J � � � � � � �I The Contracting Department for this project is the Engineering Department. For additional information conceming this project, please contact Michael Domenech, P.E., Project Manager, at 332-5474 (ext.39) or Stephen James, P.E. at 332- 8977. BOB TERRELL CITY MANAGER GLORIA PEARSON CITY SECRETARY Department of Engineering A. Douglas Rademaker, P.E., Director r < By: t°�.� J � u. � Rick Trice, P.E. Manager, Consultant Services ADVERTISING DATES: September 16, 1999 September 23, 1999 BNB-2 [� � u u � L1 � � LJ SPECIAL INSTRUCTION TO BIDDIItS . (WATFR DEPARTMEN7� 1. �'RE(3TJALIFICATI(,N RF� + : All contra,ct,ors submitting bids aze required to be prequalified by the Fort Worth Wafer Department prior to submitting bids. This prequalification pmcess will establish a bid limit based on a technical evaluation and f nancial analysis of the contra�ctor. 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 ma.y deem necessary, to the Director of the Water Deparhnent at least seven (`7) calendar days prior to the date of the opening of bida. � (a) The financial stafement i�equired shall have been pre{�ared by an independ�t certified public accountant or� an independent public accountant holding a valid permit issued by an appropriate State licensing agency and shall have beea so prepared as �to reflect the financial status of the submitting company. This st�temeat 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 . p�, the previous statement shall be updated by pmper verification. � � � , (b) For �an eaperience record to be �considered to be a,cceptable for a given project, it must a�� reflect the eacperience of the fum seekiiig qualification in work of both the same nature . and technicallevel as that of the project for which bids are to be received. L�J � � �J � � �� L■J (c) The Director of the Water Department shall be the sole judge as to �the ac�ceptabiliry for financial qualification to bid on any Fort Worth Water Department projec� (cn Bids received in e,xcess of the bid limit shall be considered non responsive and will be rejected as such. (e) The City, in it's sole discretion, may reject any bid for failure to demonstrtte eaperience and/or expertise. (fl Any proposals submitted by a non prequalified bidder shall be returned unopened, and if inadvertently opened, shall not be considered. , (g) The City will attempt to notify prospe�tive bidders whose qualifications (financial or experience) are not deemed to be appropriate to the nature and/or magnitude of the project on which bids are to be received. Failure to notify shall not be a waiver of any necessary prequalifi�ation. -1- I� � �. � � � a a � a 2. �ID SE(.'`LTRITY: A cashier's checY or acceptable bidder's bond payable to the City of Fort Worth in an amount of not less than five per�cent (5 4b) of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeiture in the event the successful bidder fails to ezecute the Contract Documents vtrithin (10) days after the contract has been awarded. To be an�acceptable surety on the bond, (1) the name of the surety shall be included on the current U.S. Treasury, or (2) the surety must have capital and surplus equal to ten times the limit of the bond. The sureiy must be-'licensetl to do business in the State of Teacas. The amount of xhe bond shall not exceed the amount 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 (100�) percent�of the contract price will be required; Reference C 3-3.7. WAC'TE RA'I�S: Not less than the prevailing wage rates established by the City of fort Worth, Texas and as set forth in the contract documents niust be paid on this pmject. 5. ,ANiBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal the City reserves the right to adopt the most advantageous cRonstruction thereof to the City or to reject the Proposal. , � ' ° 6. BIDDER LICENSE: Bidder must be a licensed Conlxactor in the State of Texas. �' � . , L C �■J � I■1 � a �� 7. NONRESIDF��1T BIDDERS: Pursuant to Article 601g, Tezas Revised Civil Stabutss, the City of Fort Worth will not award this � contract to a nonresident bidder unless the � nonresident's bid is lower than the lowest� bid submitt�ed by a responsible Texas resident bidder by the same. amount �hat a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contrac.t in the State in which the nonresident's , principal place of business is located. . � "Nonresident bidder" means a bidder whose principal plaae of business is not in the State of Tex2�s, but excludes a contractor whose ultimate garent company or majority owne� has its principal place of business in the State of Tezas. � This pro'vfsion does not apply if t�is contract involves Federal funds. 0 � � L�J � The appropriate� blanks of the Proposal must be filled out by all nonresident bidders in � . order for the bid to meet spec'�f'ications. The failure of a nonresident contractor to do so . will automatically disqualify that bidder. � . 8. L�� L�J �J � PAYMF.NT: If the contra,ct amount is �25,000 or less, the contra�t amount shall be paid within forty-five (4� calendar days after completion and acceptance by the City. 9. �GE: In accordance with the policy ("Policy") of the Execuave Branch of the Federal .Government, Contract,or covenants that neither it, nor any of its officers, membea�, agents, employees, program participants or subcontractors while engaged �in performing this contract, shall, in connection with the employment; advancement or discharge of employees in connection with the terms, conditions or privileges of their employment, discriminate against persons because of t�ieir age except on ttte basis of a bona fide occupational qua�ification, retirement plan, or statutory requirement. D Conbra�ctor further covenants that neither it nor its officers, members, agents, etnployees, subcontractors, Program participants, or persons acting on their behalf, shall specify, in � solicifations or adveitisements for eniployees to work on this contract, a maximum age O� limit for such � emp�o.yment unless the specif ed maaimum age limit is based upon a bona . fide. occup�itional qualification, retirement plan or statutory requirements. � LJ � L�J L■J l■1 � l�l l■1 Contractor warrants it will�fully comply with the policy and will defend, indemnify and hold City harmiess against any claims or allegations asserted by� third parties or subcontract,ors and/or its subcontractors' alleged failure to comply with the above referenced Policy concerning age discrimination in the perfonnance of this ag�meni. 10. p�SABILITY; In accordance with the pr�visions of the Americans With Disabilities Act of 1990 ("ADA".), Contca�ctor warrants 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 � generat public, nor in the avaitability, terms and/or conditions of employment for � applicants for employment with or employees of Contra,ctor or any of its subcont�ra�tors. Contractor warrants it will fully comply with the ADFA's provisions and any other applicable Feder�,l., State and local laws conoerning disability and will defend, indemnify and hold City hannless against any claims or allegations asserted by third parties or subcontractors against City arising out of contractor's and/or its subcontractors' alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this �a�greement. -3- � [�� u � I�'J !� � l■J � l�l � l�J �,�� L�J L�J l■1 C� u L�J l!1 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accordance with the City of Fort Worth Ordinance No.11923 the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the MBE/WBE UTILiZATION FORM, PRIME CONTRACTOR WAIVER FROM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The documentation must be received no later than 5:00 PM, five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid nonresponsive. Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Women Business Enterprise (WBE) on the contract and payment thereof. Contractor further agrees to permit any audit andlor 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) andlor the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal state or iocal laws or ordinances relating to false statements. Further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will resuit in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three (3) years. -4- LJ .r � PART B � � � �-. � �- Unit 1 Constructz'on 11�/WBE Speci zcations Proposal Unit 2 Constructz'on 111�/WBE Specificatz'ons Proposal Unit 3 Construction 11l'/WBE Speci icatz'ons Proposal NOTE: M/WBE GOALS ARE DIFFERENT FOR UNITS 1, 2 AND 3CONSTR UCTION SEPARATE M/WBE DOCUMENTATION MUST BE SUBMITTED WITH THE PROPOSAL FOR EACH UNIT -- — �n-ai�t-Br�-a�t�-�at�-2-�s-�r�-��aRE,�sa�tt��-sEw�frs�s-r-�nn REH�BILlTATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1), PART 4(UNIT 2) City of Fort Worth. Minority_ and Women�Business_Enterprise Specification�, � �-� SPECIAL INSTRUCTiONS FOR BIDDERS � APPLICATION OF POLICY .• � � -� - - - � � �Q m � � :� �-, �o � -„ � �, c' POLlCY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority/Women Business Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. The objective . of the Policy is to increase the use of M/WBE firms to a level comparable to the availability of M/WBEs that provide . � =_:goods.andsenrices directly or indirectly to. the. City� : _. _ -..� _ . .. .. ._ . -_ . _ -- -. - - --- -. - ._ � .. . ._ . .... _ .. . _ � MNVBE PROJECT GOALS The City's MBE/V1lBE goal on this project is 78 % of the base bid value of the contract. � COMPLIANCE TO BID SPECIFICATIONS On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance . , by either of the following: 1. Meet or exceed the above stated M/WBE goal, or; 2. Good Faith Effort documentation, or; 3. Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. 1. M/WBE Utilization Form: 2. Prime Contractor Waiver Form: received by 5:00 p.m., five (5) City business days after the bid opening date, excfusive of the bid opening date. received by 5:U0 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. 3. Good Faith Effort Form: received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. � TO COIfAPL.Y WITH T�IE'�Cl'f�Y�S` MfWB�ORDIWkN+�E,�WIL�. RESULT;(N'tTH�BIQ BEING -� ' . . ..- ,.;,'.,. iC�QNS(DEE�E�'NON=I7ESPONS�1l"E"TO�.SI�EEIFICATi�N� . . .::: � : ;: AIE. R�. r.� � ,., � Any questions, please contact the MJVIIBE OfFice at (817) 871-6104. Rev. 6/2/98 �'�• � , p City of Fort Worth Minority and Women Business Enterprise Specifications MBE/WBE UTILIZATION � �t/qc_c._- �G.�� i ��,,,,sr. �-r. t �( I �'i � 9 - PRIME COMPANY NAME BID D � � w .r : N � a °' N � ATE � � /y%A//ws .c3.2: Z 7`� �i 2ou �0 7, Gw.'�+`nc�- �. Paf"'4' � C� i1 c�- Z � � � PROJECT NAME � ' PROJECT NUMBER � � � � a rn I C[TY'S M/W[3E PROJECT GOAL: ��o � I A4/WBE PERCENTACE ACHIEVED: � �T1 � � -,n � Failure to complete this form, in its entirety with supporting documentation, and received by the M�'iagi"��-�Bepartment on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date,}.�acill r�ult in the bid � being considered non-responsive to bid specifications. � -� y �. rn The undersigned bidder agrees to enter into a formal agreement with the MBE and/or WBE firms for work listed �in this C�schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or".knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non-responsive to specifications. � � Company Name, Contact Name, Address, and Telephone No. � Certified U ~ � � O � F o U X Z ~ S ��T��,e.�-�e.s t�,e.-�./.x��-�r.�s _.�L�i�/ ��`�€� ___��_a_. _ .^/./SQo /�cvs,�c v,a/1a�2-0/..� x ,. �Fv�c�s TX' �� o y0 � �S�/o - Z777 l�,rG -7,��,�,.✓� ��'�F�YL, N %b �.. �Jt-�t/A� 2 _.. _ ._._...� �`�-wo.��, �-x ��iii _. � S3�- �l�s/ X Specify All Contracting Scope of Work (") �%4u� oFF oG �� S�o��b Specify All Items to be Supplied(") I1«,rc_� s�s.�w, Top so, l . . �� ATTACHMENT 1A Page 1 of 2 Dollar Amount �a� � S� ..�� I� � ��.�� __._.. _...._v.._._._.__ ...._...___..�._..._ _..__. _. . ...._.__..._...�..._.._. � ... -- . � . . .. .._ _ -____ ___ ..._ _ ._.._.......____._.a...._ N _. � M/WBEs must be located in the 9(nine) county marketplace or currently doing business in the marketplace at the time of bid. � �(') Specify all areas in which MWBE's are to be utilized andlor items to be supplied: (') A complete listing of items to be supplied is required in order to receive credit toward the M/WBE qoal. () Ide�tify each Tier level. Tier: Means the level of subcontracting below the prime contractor/consultant, i.e., a direct payment from the prime contractor to a subcontractor is considered 1" tier, a payment by a subcontractor to its supplier is considered 2nd tier. a �� . . THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID OPENING, EXCLUSIVE OF THE BID OPENING DATE n Rev. 6/2198 �,� Pages 1 and 2 of Attachment 1A must be received by the Managing Department ] ATTACHMENT 1A Page 2 of 2 o �;ty of Fort Worth Minority and Women gusiness Enterprise Specifications � MBEIWBE UTILIZATION Company Name, Contact Name, Certified Specify All'Contracting Specify All Items to be Dollar Amount � Address, and Telephone No. Q � Scope of Wbrk (") Supplied(`) ,z; ' V 00 v � . V �X � a j- Z ~ S � �� I� II �� .. _,. .,..... � 4r1 The bidder further agrees to provide, directly to the City upon request, complete and• accurate information regarding �actual work performed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid. The bidder also agrees to allow an audit andlor examination of any books, records and files held by their company that will substantiate the acival work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the �contract or debarment from City work for a period of not less than three (3} years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work � for a period of time not less than one (1) year. ALL MBEs and WBEs MUST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD �-�r'/ �C�o �/! ��E=C%�i►� ��/A/Z�3 !i /�I�t7✓ aAut rized Signature - Printed Signature -- /�v,Ttz> /�i9�/.�4r� �Title � Contact Name and Title (if different) L//�-GL - i9��% C�S %. �I7-�z �/- -�'i.� 9/ Company Name Telephone Number (s) �zoi �./� zg��s� Si�- � z.s-z� y� Address Fax Number � C��r� � �G/D� /oli..s�,��' aCitylStatelZip Code Date aTHIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID OPENING, EXCLUSIVE OF THE BID OPENING DATE a Re�. 6,2/9$ Pages 1 and 2 of Attachment 1A must be received by the Managing Department � �' u ATTACHMENT 1B Page 1 of 1 '' City of Fort Worth Minority and Women Business Enterprise Specifications Prime Contractor Waiver 1�J�� -/�G,�3�: �,n.rs�- /�l-�3�c ; Z7�7 �r2ovp 7, �a�-��- I, Qi'�z% �i�'�i z' . � Prime Company Name Project Name � �T. �y l�'�� Bid Opening Date ;� � I] � � �� L L�J � � C�� Project Number If both answers to this form are YES, do not complete ATTACHMENT 1C(Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1C. This form is only applicable if both answers are yes. Failure ta�•complete. fhis fo'rm�in �its eniirety��and be received� by�°•the�Manaqina:�De��-t�n�° on or before 5:00'p.m., five (51�City:tiusiness,days after bid openinq,,exclusive of'�tt�e bid;aopenin.g`adate; will result in the bid being consider.ed#non-responsive to bid�spe;cific;ations: ,`��,��'�„, �: . Wil1 you perform this entire contract without subcontractors? Yes �_No If yes, please provide a detailed explanation that proves based on the size and scope of this pro}ect, this is your normal business practice and provide an operaiional profile of your business. Will you perform this entire contract without suppliers? Yes �_No . If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. 7he bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, incl'uding MBE(s) andlor WBE(s) on this contract, the payment therefore and any proposed changes to the original MBE(s) andlor WBE (s) arrangements submitted with this bid. The bidder also agrees to allow an audit andlor examination of any books, records and files held by their company that will substantiate the actual work performed by the MBE(s) andlor WBE(s) on this contract, by an authorized officer or employee of the City. Any intentional andlor knowing misrepresentation of facts witl be grounds for terminating the contract or debarment from City work for a period of not less than three (3j years and for initiating action under Federal, State or Lvcaf laws concerning false statemerits. Any failure to comply with this ordinance and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. �� Authorized Signature �j2v�'E"�T %%%y.�.¢�`L Title L//�G�- .9��i �� T Company Name ��/ �/. �'- z9 �S� Address ,�%:' u.,�,�/. '�' 7 � � vb a L�J G,�l,a�� /�_ A//�/ Printed Signature Contact Name (if different) �� 7' � Z �l'C%..� !% Contact Telephone Number (s) 8 ��- G �= zg y� Fax Number �%L L . �GB�"� �T' Company Name Rev. 6/2/98 �, ' ATTACHMENT1C ' Page 1 of 3 � �� I'�I I�l � � L�J '�J ,i*I �J � � ��l U � LJ � CJ City of Fort Worth Minority and Women Business Enterprise GOOD FAITH EFFORT /.�.qt.c_ - q Cr,6ExT �„�s i . Oc-T-. �y, /�'i �' l Prime Company Name Bid Date � r%%/�i�f/S .C�/�c S� Z 7� �w',Cv v� 7 G ac �ra c't' l. I�i9iGi y UN � T Z Project Name � Project Number If you have"failed�to secure M/WBE participation and you have sulicon,tracting and/or supplier: opportunities or if� your MlWB`E participation is less than the°City's project goal, you.must,comptete„this,form. If the bidder's method of compliance with the M/WBE goal is based upon demonstration of a "good faith effort", the bidder will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 6 below, shall satisfy ihe Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation the facts or intentional discrimination by the bidder. _ , , , �Faiture ,tb'� complete �his fo;rm, in;xrts entirety;,,with� supp�rting dacumentation, and rec�iued by tlie` �Ifarta�,tng ;Deparfinenf;on or'tiefar�e 5 00 p:m fi�e�(5) �ity bus�n�ess day,s a��r bicl Qpem�ig,, �ez.c�us�ue' of b�d= opening date;.will.r,esult in the bid,�qeing;consideTed non respo�nsir�e.:;to bid:specificatiqns:: . 1.) Please list each and every subcontracting and/or supplier opportunity (DO NOT LIST NAMES OF FIRMS which will be used in the completion of this project, regardless of whether it is to be provided by a M/WBE or non- M/WBE. (Use addifional sheets, if necessary) List of: Subcontractinq Opportunities �la�c. vPf List of: Supptier Opportunifies �P�� /'�r� �(�� OLy/c'�rZr� -- c5�i✓Q ,�az � . �on/Gr�'i-L 'Y�-�•.�Lw � r.d C.OrI G!''�� '� �. . O ATTACHMENT 1C Page 2 of 3 � 2.) Did you obtain a current list of M/WBE firms from the City's M/WBE Office? The list is considered in compliance, if it is not more than 3 months old from the date of bid opening. � �Yes No LJ � I�i 3.) Oid you solicit bids from M1WBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? ✓Yes If yes, attach M/WBE mail listing to include name of firm and address and a dated _No copy of letter mailed. 4.) Did you solicit bids from M/WBE firms, within the subcontracting andlor supplier areas previously � listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? i�Yes If yes, attach list to include name of M/WBE firm, ep rson contacted, allo phone number and date and time of contact. � NOTE: A facsimile:tnay be used to comply witti�either 3 or 4, but may not.be used for both. If a facsimile is used, attach' the fax confirmation, which� is to provide MIWBE name,.. date, time, fax number and documentation faxed. , L� � I�I NOTE: If a SIC list of �M/WBE is ten or less, the bidder must contact�the entire list to be in compliance with questions 3 an:d:4'. If; a sic:.list�of M/WBE is mor.e� than ten, the bidd`er. must cantact at least two-thirds of '::the list but not';less.fhan':ten..to be in compliance=:with questions 3 and��4. 5.) Did you provide plans and specifications to potential MNVBEs or information regarding the location of plans and specifications in order to assist the M/WBEs? Date of Listing �_/ / 7 /� � ✓Yes No L� � I�l u J 6.) If MNVBE bids were received and rejected, you must: (1) List the M/WBE firms and the reason(s) for rejection (i.e., quotation not commercially reasonable, qualifications, etc.) and (2) Attach affidavit andlor documentation to support the reason(s) listed below (i.e.. letters, memos, bids, telephone calls, meetings, etc.) (Please use additional sheets, if necessary, and attach.) , Company Name � Telephone � Contact Person Scope of Work Reason for 'c�•�Z i .��yrr �3a��.K�r*s,� �o�sT ;a7��°I�7, 7 „�- �-��-� $/1.4.,�cr� ; 5 u.�s �y 7-rSS��1 w%/� �r 5 9Ko bT�: • c�'v!-4.'.r�,.�ti�p �,tA. ia, ��18 -3�Po 7 I cc3ro cr�t-� wn �1 L �i-spk�i— �x�G ..s��y � so r� Re�ection L�7�' k3 ira -s�-� HFP+}� -;vo t/taN �,`� r��? � �.• ' . u � L�J � u LJ � l!i I� �I � L� � l�1 � ADqITIONAL INFORMATION: ATTACHMENT 1 C Page 3 of 3 Please provide additional information you feel will further explain your good and honest efforts to obtain M/WBE participation on this project. The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from partici�ating in City work for a period of time not less than one (1) year. The undersigned certifies that the information provided and the M/WBE(s) listed waslwere contacted in good faith. �!t is � understood that any M/WBE(s) listed in Attachment 1C will be contacted and the reasons for not using them wil{ be verified by the City's M/WBE Office. ��,� �D. �� Authorized Signature ��p J-E�. j ��A�rJi4-��-�L Title l�i9t� - AGSr�LT �o,vsT. Company Name Zo/ it/c= �. � � sf Address � �% (.lJO/Yi� � !" % (i�� to CityJStatelZip ' �� C'�IA,eG�3 ,O, e9 /%'�/ Printed Signature __ Contact Name and Title (if different) �8�� ZY-�.39/ Te ephone Number(s} �Sl��roZS�Z��`� Fax Number �G� �� ,/ �9g Date � L�! ��J � � u I!J � � L�J l�l D t�l � � L�J � u� t� � �•l PART B - PROPOSAL iJNIT 2 CONSTRUCTION (This proposal must not be removed from this book of Contract Documents). TO: Bob Terrell City Manager Fort Worth, Texas PROPOSAL FOR: The furnishing of all materials, except materials specifed to be furnished by the City, equipment and labor for: Main BR and Main 279 Drainage Area Sanitary 5ewer System Rehabilitation and Improvements (Group 7, Contract 1), Part 4 Sewer Project No. PS58-070580410060 D.O.E. No. 2582 The major work on this project shall consist of: iJNIT 2 12 EA Manholes (DOE 2582) 22 LF 6-inch PVC Sanitary Sewer by Open Cut 2,855 LF 8-inch PVC Sanitary Sewer by Open Cut 227 LF 8-inch DIP Sanitary Sewer by Open G�t 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 �.o all the work, furnish all labor, equipment and material except as specified to be furnished 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): NOTE: A BID MAY BE SUBMITTED ON EITHER UNIT 1, ITNIT 2, iJNIT 3 OR ALL, AT T� CONTR.ACTOR' S OPINION. B2-1 � ' ' � � � � I � � � �' � I I � II� I�� MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1), PART 4 � . UNIT 2 CONSTRUCTION ltem Approximate Description of Item With Unit Amount No. Quantity Bid Price Written In Words Price Bid 1 22 LF *6-inch PVC San. Sewer Pipe (All depths) (c� Tw�^��'Y �'� �e� Dollars � p o and �a Cents $ Z� $ �SC� � Per Linear Foot E 2,855 LF *8-inch PVC San. Sewer Pipe (All depths) Ca� ��''Tys��' Dollars ro ,SSa and ��y%'y Cents $ ZG —' $ �S, �s% Per Linear Foot � 3 227 LF 8-inch DIP San. Sewer Pipe (All depths) (� '7�/��?y S>>r' Dollars o0 0 0 and �a Cents $ 3 G—"' $�/ 7Z Per Linear Foot 4 10 EA Standard 4-Foot Dia. SSMH to 6-Foo£t p�th oni ous.�.�o S �� U� NvN0,8c'� �,�� Dollars oa o0 and n�p Cents $/, GS� — $/�, Soo "� Per Each y-� 5 VF Extra Depth Over 6-Feet for Standard 4�'oot Dia. SSMH m � u.✓p,�� aC� -�'`�o.�� F• �t- Dollars and � o Cents $ % °�s �� $ % ZS �� Per Vertical Foot 6 2 EA Standard 4-Foot Dia. Double Drop SSMH to 6 _Foo� De��,� -• Ca��Fi�'rN�-�o.��, Fry Dollars and I4lo Cents Per Each * Contractor must complete City Approved Product Form on Page B2-8 82-2 $ 3, 85� �$ 7 �od o� � � � � � � � � � � � � I � ' � � � � MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1), PART 4 UNIT 2 CONS7RUCTION Item Approximate Description of Item With Unit Amount No. Quantity Bid Price Written In Words Price Bid 7 2 VF Extra Depth Over 6-Feet for Standard 4-Foot Dia. Do ble Drop SSMH T.Y,G�� .�lo� Ca� S��Tv F� �� Dollars E� t�, c, o and �ld Cents $ � �� $ 7S� Per Vertical Foot � 0 12 EA Vacuum Test SSMH an � � �� Dollars and �C'o Cents Per Each $ �� J $ � �� '7 10 11 12 13 12 EA Concrete Coilar for SSMH a(� '��-�' ��-�a�C"� Dollars Ofl p= and ✓+�a Cents $� �� $ 3, 6ao Per Each � 12 EA Watertight Insert for SSMH an �� T/ Dollars and �!o Cents Per Each o� oa $ v`�O $ �OCJ 15 VF SSMH Corrosion Resistant Coating '7h,e�-� .�fu�.�v,ec--� an Dollars oo � and � Cents $ �ov $ � S� Per Verticai Foot 60 EA 4-inc�l Service Tap (Open Cut) aC� ��c�✓�� Dollars and �d Cents $ s�%S $ � a, %�� Per Each � 600 LF "4-inch Diameter PVC Sanitary Sewer Service Line Ca� ��*-��'Ty-s�X Dollars .�s- o a and .s�'►�'-'�"rY ��✓�'Cents $ 26 � $ /�, O� Per Linear Foot " Contractor must complete City Approved Product Form on Page 62-8 B2-3 � � � � � � � � � ' � � � � � I � � � MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1), PART 4 Item No. 14 15 16 17 18 19 UNIT 2 CONSTRUCTION Approximate Description of Item With Unit Amount Quantity Bid Price Written In Words Price Bid 100 LF "4-inch Diameter PVC Sanitary Sewer Service Line - Reroute on Private Property (�a. �"y��7`/ F� �� Dollars p= o� and �l v Cents $ �� $ �, So� Per Linear Foot � 12 EA 6-inch S�i� T� (Open Cut) �id uN /L an f`�� Dollars o0 0` and n�� Cents $�� $ (�o, 6 00 Per Each 150 LF "6-inch Diameter PVC Sanitary Sewer Service Line an "��''-`1 Dollars /� and n�a Cents $_�p� $ 7 Sp��o r Per Linear Foot 2,502 LF Trench Safety System (> 5 FT. Depths) (c� ��/E Dollars d p and �a Cents $ � f $ �SoZ — Per Linear Foot � 89 LF Pre-Construction TV Inspection for Lines to be Abandoned (a� �o�'�- Dollais ao b; and i►l� Cents $ `7'� '— $ .�5� Per Linear Foot 3,105 LF Post-Construction N Inspection of Sanitary Sewers a(� � �+/ C Dollars � �s and scv��'TY ✓''�'�� Cents $ / $ s y33 Per Linear Foot ' i Contractor must complete City Approved Product Form on Page 62-8 B2-4 � MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS {GROUP 7, CONTRACT 1), PART 4 � � Item No. R 20 U U � 21 a � 22 � a 23 a � 24 � a 25 O � 26 a a a UNIT 2 CONSTRUCTION Approximate Description of item With Quantity Bid Price Written in Words 593 LF Curb and Gutter Replacement aC� �i�'� Dollars and �/o Cents Per Linear Foot 100 SY Concrete Driveway Replacement an �� Dollars and �o Cents Per Square Yard Unit Price o �' $ 15 � Amount Bid � $ S� o g.�' $ S� �^�r $ S, 000� . , 100 SY Asphalt Driveway Replacement an 7��'1S'�?� Dollars a�, oti and rGa Cents $ v� b' $ 3� �°O — Per Square Yard 25 SY Concrete Sidewalk Replacement an F� � %� Dollars or� -�� and �� Cents $ s'0� $ J, Z3"� Per Square Yard � 16 EA Pre-Construction D-Ho� o0 0�, Ca� �� F��r�•�-Q Dollars $ c�5-� J $/-3j / oa "� and � a Cents Per Each • 2 EA Cut, Plug & Abandon Exist. Sewer Lines la� Sc-ri�✓ �ar�l�.�� Dollars o0 0 and r�l o Cents $ % 00 $ /�Gb � Per Each 8 EA Remove Existing SSMH C�a -st'��✓ ��•�/o.�� Dollars on o0 and Cents $ 7�� $ � b d� f Per Each 62-5 � � � �I � � � � �, i � � � � �� I I 1 I MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1), PART 4 UNIT 2 CONSTRUCTION Item Approximate Description of ltem With Unit Amount No. Quantity Bid Price Written In Words Price Bid 27 75 LF Concrete Encasement, per GCD Fig. 113 Ca� ��' Ts�2�' Doilars �,o �,� and �./v Cents $ 4��3"— $ 3, Z�— Per Linear Foot I 28 1 TON Cast Iron F�in s �,� -�o�os9�� an �� .�/�-�.o.e� Dollars o� po and �✓ o Cents $ 3. Sop �' $ 3, .s�' Per Ton � 29 30 31 32 33 1,452 LF HMAC Pavement Repair per Fig. 4 GCD (a� 'Ty� �Ty 'T�1�{ Dollars �o ,�/ � ar and i✓O Cents $ 3� $ 7 7 9�' Per Linear Foot � 40 LF HMAC Pavement Repair per Fig. 2 GCD (a� ,�i � %� �2� Dollars od o_ and �cGd Cents $ S�3 ` $ Z, JZc� Per Linear Foot � 123 LF Concrete Pavement Repair per Fig. 1 GCD (c� .5 � x�/ v�✓� Dollars • �,n o� and i✓c� Cents � �vl $ 7i S�� Per Linear Foot 223 LF Remove and Replace RCP - 18" o o e� Cc� �a�ry S�X Dollars $ �6 '� $ ��? �� and �o Cents � Per Linear Foot 136 LF Remove and Replace RCP - 24" o 0 00 Ca) �i��'y ��YE Dollars $ —�S i $ % �/c�'O .� and �Ca Cents � Per Linear Foot B2-6 QMAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1), PART 4 � Q Item No. � 34 � � 35 a � 36 � D 3� a � D � � � � a a UNIT 2 CONSTRUCTION Approximate Description of Item With Quantity BId Price Written in Words 10 LF Remove and Replace RCP - 30" aC� S� X�'y �� y� Dollars and n/a Cents Per Linear Foot Unit Price � � G�� Amount Bid $ � S--p �= 598 SY 6" Topsoil � o� a(� "�`"a Doltars $ Z $ � y �-S and � � �Ti Cents Per Square Yard 100 LF Bermuda Grass Solid Sod Replacement 7� o0 Cc,� 1�/ �^l� Dollars $ � $ 9 7S ` and S��✓TY �� Y� Cents Per Linear Foot 1,087 LF Hydromulch Seeding Complete in Place zs Ca� ?'� Dollars $ ,� ?'�" $ �, 9g g — and �s ��"�'n1 •�� y� Cents Per Linear Foot TOTAL AMOUNT OF BID - UNIT 2 $ .3/ cJ� �oSZ � (TRANSFER TOTAL TO PAGE B-SUMMARY) 62-T � � � � � � ' � � � � � � � � � � � � CITY APPROVED PRODUCT * * CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED STANDARD SPEC NO. SIZE ✓ E1-31 4" thru 30" E1-25 E1-27 E1-28 E100-2 4" thru 15" 4"thrn 15" 18" thru 27" 18" thru 48" Consult the "City of Fort Worth, Texas, Texas Standard Product LisY' to obtain the GenericlTrade Name and the Manufacturer for the pipes listed above. ' Failure to provide the information required above may result in rejection of bid as non-responsive. Only products listed above will be allowed for use in this project. Any substitution shall result in rejection of bid As non-responsive. , A:/materisl.doc B2-8 � ��J � t`� '*J � � Within ten {10) days after notification by the City, the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of the Contract. The attached bid security in the amount of is to become the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set forth, as liquidated damages for the delay and additional work caused thereby. The undersigned bidder certified that he has been furnished at least one set of the General Contract Documents and General Specifications for Water Department Projects dated January 1, 1978, including latest revisions, and that he has read and thoroughly understands all the requirements and conditions of those General Documents and the specific Contract Documents and appurtenant plans. The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors, or emgloyment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. The Bidder agrees to begin construction within ten (10) calendar days after issue of the work order, and D to complete the contract (UNIT 2) within one hundred ten (110) calendar days after beginning construction as set forth in the written work order to be furnished by the Owner. a(Complete A or B below, as applicable) ❑ A. D � a �„ B. � � � � � � � The principal place of business of our company is in the State of Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. 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. B2-9 1 1 � � � � � � � I � � � � � � � � � Receipt is aclmowledged of the following addenda: Addendum No. 1 ✓ Addendum No. 2 Addendum No. 3 qIZ� : . .. • j��.� ��,.�' Title Z�1N-�- �1��- ��✓ tx 2��0� Address �I � -' � Z.ti` �'�' �'1 / Telephone (5EAL) If Bidder is Corporation Date: lv y�y-� y B2-10 � , ' ' 1 1 � 1 � � PART C General Conditz'ons � SupplementaYy Conditz'ons � � � � � � �1 C2-2.7 Delivery of Proposal C2-2.8 Withdrawing Proposals C2-2.9 Telegraphic Modification of Froposals C2-2.10 Public Opening of Proposal C2-2.11 Irregular Proposals C2-2.12 Disqualification of Bidders C3-3 C3-3.1 C3-3.2 C3-3.3 C3-3.4 C3-3.5 C3-3.6 C3-3.7 C3-3.8 C3-3.9 C3-3.10 C3-3.11 C3-3.12 C3-3.13 C3-3.14 C3-3.15 C4-4 C4-4.1 C4-4.2 C4-4.3 C4-4.4 C4-4.5 C4-4.6 C4-4.7 C5-5 CS-5.1 CS-5.2 CS-5.3 C5-5.4 C5-5.5 C5-5.6 C5-5.7 C5-5.8 CS-5.9 C5-5.10 CS-5.11 CS-5.12 C5-5.13 C5-5.14 C5-5.15 C5-5.16 C5-5.17 CS-5.18 AWARD AND EXECUTION OF DOCUMENT5 Consideration of Proposals Minority Business Enterpise Women-Owned Business Enterprise compliance Equal Employment Provisions Withdrawal of Proposals Award of Contract � Return of Proposal Securities Bonds Execution of Contract Failure to Execute Contract Beginning Work Insurance Contractor's Obligations Weekly Payroll Contractor's Contract Admin'�istration Venue SCOPE OF WORK Intent of Contract Documents Special Provisions Increased or Decreased Quantities Alteration of Contract Documents Extra Work Schedule of Operations Progress Schedules for Water and Sewer Plant Facilities CONTROL OF WORK AND MATERIALS .,,Authority of Engineer Conformity with Plans Coordination of Contract Documents Cooperation of Contractor Emergency and/oz Rectification Work Field Office Construction Stakes Authority and Duties of Inspectors Inspection Removal of Defective and Unauthorized Substitute Materials or Equipment Samples and Tests of Materials Storage of Materials Existing Structures and Utilities Interruption of Service Mutual Responsibility of Contractors Cleanup Final Inspection (2> C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (5) C3-3 (1) C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 tl) (1> (2) (2) (2) (2) (4) (4) (4) (4) (7) (7) (7) (8) C4-4 (1) C4-4 (1) C4-4 (1) C4-4 (2) C4-4 (2) C4-4 (3) C4-4 C5-5 C5-5 C5-5 C5-5 C5-5 C5-5 C5-5 C5-5 C5-5 Work C5-5 C5-5 C5-5 C5-5 C5-5 C5-5 CS-5 C5-5 C5-5 (4) (1) (1) (2) (2) (3) (3) (3) (4) (5) (5) (5) (6) (6) (7) (7) (8) (8) (9) � �r �' PART C - GENERAL CONDITIONS TABLE OF CONTENTS NOVEMBER, 1, 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 ci-i.i2 C1-�1.13 C1��.14 C1=1.15� C1=3.16 C1-I.17 C1-1.18 C1-1.19 C1-1.20 C1-1.21 C1-1.22 C1-1.23 C1-1.24 C1-1.25 C1-1.26 C1-1.27 C1-1.28 C1-1.29 C1-1.30 C1-1.31 C1-1.32 DEFINITIONS Definition of Terms Contract Documents Notice to Bidders Proposal Bidder , General Conditions Special Conditions Specifications Bond Contract Plans City City C'ounc'il Mayor' City�.Manager� Ci.ty.A�torney � Director of�Fublic Works bire�tor, City Water Department En.gineer � . Contractor � Sureti�es The Work or Project Working Day Calendar Day Legal Holiday Abbreviations Change Order Paved Streets and Alleys Unpaved Streets and Alleys City Streets Roadway Gravel Street C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 Cl-1 Cl-1 C1-1 C1-1 C1-1 ci-i Cl-1 C1-1 C1-1 C1-1 C1-1 C1-1 Cl-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 Cl-1 C1-1 C1-1 Cl-1 C1-1 C1-1 C1-1 (1) (1) (2} (2> (2) (2) (2) (2) (2) (3) (3) (3) (3) (3) (3) (3) (4) (4) (4) (4) (4) (4) (4) (4) (4) (5) (6) (6) (6) (6> (6) (6) � � � � � � � � C2-2 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-Z (3) C2-2 (3) � C8-8.3 C8-8.4 C8-8.5 C8-8.6 CS-8.7 C8-8.8 C8-8.9 C8-8.10 C8-8.11 C8-8.12 C8-8.13 Lump Sum Scope ot Payment Partial Es�imates and Retainage Withholding Payment Final Acceptance Final Payment Adquacy of Design ' General Guaranty Subsidiary Work Miscellaneous Placement of Material Record Documents C8-8 (1) C8-8 (1) C8-8 (2) C8-8 (3) C8=8 (3) C8-8 (3) C8-8 (4) C8-8 (4) C8-8 (5) C8-8 (5) C8-8 (5) {�� i � i � � ' ' l� � � . � iir � � � � C6-6 C6-6.1 C6-6.2 C6-6.3 C6-6.4 C6-6.5 C6-6.6 C6-6.7 C6-6.8 C6-6.9 C6-6.10 C6-6.11 C6-6.12 C6-6.13 C6-6.14 C6-6.15 C6-6.16 C6-6.17 C6-6.18 �C6-6.19 C6-6.20 C6-6.21 C7-7 C7-7.1 C7-7.2 C7-7.3 C7-7.4 C7-7.5 C7-7.6 C7-7.7 C7-7.8 C7-7.9 C7-7.10 C7-7.11 C'1-7.12 C7-7.13 C7-7.14 C7-7.15 C7-7.16 C7-7.17 C8-8 C8-8.1 C8-8.2 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY Laws to be Observed Permits and Licenses Patented Devices, Materials and Processes Sanitary Provisions . Public Safety and Convenience Privileges of Contractor in Streets, Alleys, and Right-of-Way Railway Crossings Barricades, Warnings and Watchmen Use of Explosives, Drop Weight, etc. Work Within Easements Independent Contractor Contractor's Responsibility for Damage Claims Contractor's Claim for Damages Adjustment of Relocation of Public 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 Annulment of Contract Fulfillment of Contract Termination for Convenience of the Onwer Safety Methods and Practices MEASUREMENT AND PAYMENT Measurement of Quantities Unit Prices (3) C6-6 (1> C6-6 (1) C6-6 (1) C6-6 (2) C6-6 (2) C6-6 (3) C6-6 (4) C6-6 (4) C6-6 (5) C6-6 (6) C6-6 (8) C6-6 (8> C6-6 (10) C6-6 (10) C6-6 (10) C6-6 (11) C6-6 (11) 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) C8-8 (1) .r C1-1.3 NOTICE TO BIDDERS: All of the legal publications .A either actually published in public advertising mediums or � furnished direct to interested parties pertaining to the work contemplated under the Contract Documents• constitutes th� n�+ 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 perForming the work contemplated under the Contract Documents, constitutes a bidder. C1-1.6 GENERAL CONDITIONS: The General Conditions are the usual construction and contract requirement.s 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 Documents they provide the information which the Contractor � and Owner should have in order to gain a thorough knowledge of the project. �� C1-1.8 SPECIFICATIONS: The Specifications is that section or "� part of the Contract Documents which sets forth in detail the ,� requirements which must be met by all materials, construction, workmanship, equipment and services in order to render a � completed and usef ul 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 Cl-1 (2> , 1 � ' PART C - GENERAL CONDITIONS C1-1 DEFINITIONS 0 SECTION C1-1 DEFINITIONS � C1-1.1 DEFINITIONS OF TERMS: Whenever in these Contract Documents the following terms or pronouns in place of them are used, the intent and meaning shall be understood and interpreted as follows; � C1-1.2 C�NTRACT DOCUMENTS: The Contract Documents are all of the writ en and drawn documents, such as specifications, bonds, addenda, plans, etc., which govern the terms and performance of the contract. These are contained in the � � General Contract Documents and the Special Contract Documents. a. GENERAL CONTRACT DOCUMENTS: The General Contract Documents govern all Water Department Projects and include the.following items: � PART A- NOTICE TO BIDDERS (Sample) White PART B - PROPOSAL (Sample) White PART C- GENERAL CONDITIONS (CITY) Canary Yellow � (Developer). Brown PART D- SPECIAL CONDITIONS Green PART E - SPECIFICATIONS El-White E2-Golden Rod � E2A-White PERMITS/EASEMENTS Blue PART F - BONDS. (Sample) White � PART G - CONTRACT (Sample) 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: I�I P ART A- NOTICE TO BIDDERS (Advertisement) Same as � above PART 8 - PROPO�SAL (Bid) �� PART C - GENERAL CONDITIONS � PAR`i' D - SPECIAL CONDITIONS , PART E - SPECIFICATIONS PERMITS/EASEMENTS � � PART F - BONDS PART G - CONTRACT _ PART H- PLANS (Usually bound separately) � C1-1 (1) ' C1-1.17 DIRECTOR OF PUBLIC WORKS: The duly appointed.official of the City of Fort Worth, referred to in the Charter as the City Engineer, or his duly authorized representative. C1-1.18 DIRECTOR CITY WATER DEPARTMENT: The duly appointed Director of the �ity Water Department of the City of Fort Worth, Texas, or his duly authorized representative, assistant, or agents. C1-1.19 ENGINEER: The Director of Public Works, the Director of the Fort Worth,City Water Department, or their duly authorized assistants, agents, engineers, inspectors, or superintendents, acting within the scope of the particular duties �ntrusted to them. C1-1.20 CONTRACTOR: The person, persons, partnership, company, firm, association, or corporation, entering into a contract with the Owner for the execution of the work, acting directly or through a duly authorized representative. A sub-contractor is a person, firm, corporation, or others under contract with the principal contractor, supplying labor and materials or only labor, for work at the site of the project. C1-1.21 SURETIES: The Corporate bodies which are bound by such bonds are required with and for the Contractor. The sureties engaged are to be fully responsible for the entire and satisfactory fulfillment of the Contract and for any and all requirements as set iorth in the Contract Documents and approved changes therein. C1-1.22 THE WORK OR PROJECT: The completed work contemplated in and covered by the Contr�ct Documents, including but not limited to the furnishing of all labor, materials, tools, equipment, and incidentals necessary to produce a completed and serviceable project. C1-1.23 WORKIN� DAY: A working day is defined as a calendar day, not including S�turdays, 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) � � ..� .�r �.� � .�� . --q S � 1 � � faithful � following: �..: -'^'��.�. performance of the contract and incl�rde the a. Performance Bond b. Payment Bond (see c. Maintenance Bond d. Proposal or Bid to Bidders, Part (see paragraph C3-3.7) paragraph C3-3.7) (see paragraph C3-3.7) Security (see Special Instructions A and C2-2.6) �, C1-1.10 CONTRACT: The Contract is the formal signed agreement �' between the Owner aqd the Contractor covering the mutual understanding of the two contracting parties about the project �!�! to be completed under the Contract Documents. C1-1.11 PLANS: The plans are the drawings or reproductions, � therefrom made by the Owner's representative showing in detail � the location, dimension and position of the various elements of the project, including such profiles, typical cross-sections, layout diagrams, working drawings, preliminary drawings and such supplemental drawings as the Owner may issue to clarify other drawings or for the purpose of showing changes in the work hereinafter authorized by �he Owner. The plans are usually bound separately from other parts of the Contract Documents, but they are a part of the Contract �Documents just as though they were bound therein. C1-1.12 CITY: The City of Fort Worth, Texas, a municipal corporation, suthorized and chartered under the Texas State Statutes, acting by and through its governing body or its City Manger, each of which is required by charter to perform specific duties. Responsibility for final enforcement of Contracts involving the City of Fort Worth is by Charter vested in the City Manager. The terms City and Owner are synonymous. . C1-1.13 CITY COUNCIL: The duly elected and qualified governing body of the City of Fort Worth, Texas. C1-1.14 MAYOR: The officially elected Mayor, or in his �' absence, the Mayor Pro tem.of the City of Fort Worth, Texas. C1-1.15 CITY MANAGER: The officially appointed and authorized � City Manager of the City of Fort Worth, Texas, or his duly � authorized representative. C1-1.16 CITY ATTORNEY: The officially appointed City Attorney � of the City of Fort Worth, Texas, or his duly authorized representative. ' � C1-1 (3) � ,.. ., C1-1.27 CHANGE ORDER: A"Change Order" is a written '� supplemental agreement between the Owner and the Contractor covering some added or deducted item or feature which may be �� found necessary and which was not specifically included in the scope of the project on which bids were submitted. Increase in unit quantities stated in the proposal are not the subject matter of a Change Order unless the increase or decrease is more than 25$ of the amount of the particular item or items in �• the original proposal. All "Change Orders" shall be prepared by the City from information as necessary furnished by the Contractor. C1-1.28 PAVED STREETS AND ALLEYS: A paved s.treet or alley �� shall be defined as a street or alley having one of the, � following types of wearing surfaces applied over the natural unimproved surtace: � 1. Any type of asphaltic concrete with or without � separate base material. ,..� 2. Any type of asphalt surface treatment, not � including an oiled surface, with or without separate base material. 3. Brick, with or without separate base material. '� 4. Concrete, with or without separate base material. J 5. Any combination of the above. C1-1.29 UNPAVED STREETS OR ALLEYS: An unpaved street, alley, roadway or other surface is any area except those defined above for "Paved Streets and Alleys." C1-1.30 CITY STREETS: A city street is defined as that area between the right-of-way lines as the street is dedicated. C1-1.31 ROADWAY:_ The roadway is defined as the area between parallel lines two (2') feet back of the curb lines or four � (4' ): feet back of the average edge of pavement where no curb exists. � C1-1.32 GRAVEL STREET: A gravel street is any unpaved street to which has been addec� one or more applications of gravel or similar material other than the natural material found on the street surface before any improvement was made. ... Cl-1 (6) �1 7 � � 1 1. 2. 3. 4. 5. 6. 7. 9. New Year's Day January 1 M. L. Ring, Jr. Birthday Third Monday in January Memorial Day Last Monday in May Independence Day July 4 Labor Day First Monday in September Thanksgiving Day Fourth Thursday in November Thanksgiving Friday Fourth Friday in November Christmas Day December 25 Such other days in lieu of holidays as the•City Council may determine When one of the above named holidays or a special holiday is declared by the City Council, falls on Saturday, the holiday � I 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: � � � L AASHTO - American Association of MGD State Highway Transportation Officials ASCE - American Society of Civil Engineers LAW - In Accordance With ASTM - American Society of Testing Materials AWWA - American Water Works Association ASA - American Standards Association �I - Hydraulic Institute Asph. Ave. Blvd. CI CL GI Lin. lb. MH Max. - Asphalt - Avenue - Boulevard - Cast Iron - Center �ine - 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 ,� forms or other parts of the Contract Documents �ill � considered as approximate only and will be used for be � purpose of comparing bids on a uniform basis. Payment will�be �� made to the Contractor for only the actual quantities of work performed or materials furnished in strict accordance with the "'" Contract Documents and Plans. The quantities of work to be performed and materials to be furnished may be increased or � decreased as hereinafter provided, without in any Way J invalidating the unit prices bid or any other requirements of the Contract Documents. C2-2.3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF pROJECT: � Bidders are advised that the Contract Documents on file with the Owner shall constitute all of the information which the _� Owner will furnish. All additional information and data which, � the owner will supply after promulgation ot the formal contract documents shall be issued in the form of written '' addenda and shall become part of the Contract Documents just � as though such addenda were actually written into the original � Contract Documents. Bidders are required, prior to the filing of proposal, to read and become familiar with the Contract Documents, to vis�t the site of the project and examine carefully 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 � exclusive.Ty and solely upon their o�wn es�timates, investigation, research, tests, explorations, and other data �-' which are necessary far full and complete information upon . which the proposal is to be based. It is mutually agreed that the submission of a proposal is prima-facie evidence that the �� bidder has made the investigations, examinations and tests herein required. Claims for additional compensation due to variations between conditions actually e.ncounter.ed in construction and as indicated in the Contract Documents will not be allawed. �, The logs of Soil Borings, if any, showing on the plans are for general information only and may not be correct. Neither the C2-2(2) � f' � � � SECTION C - GENERAL CONDITIONS C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 PROPOSAL FORM: The Owner will furnish bidders with proposal form, which will contain an itemized list of the � items of wor k to be done or materials to be furnished and upon which bid prices are requested. The Proposal form will s�ate the Bidder's general understanding of the project to be � completed, provide a space for f urnishing the amount of bid security, and state the basis for entering into a formal contract. The Owner will furnish forms for the Bidder's °'� "Experience Record," "Equipment Schedule," and "Financial ir„ Statement," all of which must be properly executed and filed with the Director of the City Water Department one week prior � to the hour for openinq of. bids. -' The financial statement required shall have been prepared by an independent certified public accountant or an independent � public 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 updated by proper verification. Liquid assets in the amount � of ten (10�) percent of the estimated project cost will be required. ;� For.an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualif ication in work of bo.th the same nature and magnitude as that of the project for which bids are�to be � received, and such experience must have been on projects completed not more than five (5) years prior to the date on � which are to be received. The Director of the Water department shall be sole judge as to the acceptability of -« experience for qualification to bid on any Fort Worth Water � Department project. �,; The prospective�bidder shall schedule the equipment he has available f or the project and state that he will rent such additional equipment as may be required to complete the � project on which he submits a bid. C2-2.2 INTERPRETATION OF QUANTITIE�S' : The quantities of work � and materials to be furnished as may he listed in the proposal � C2-2(1) ' �� C2-2.7 DELIVERY OF PROPOSAL: No proposal will be cor�sidered .+ unless it is delivered, accompanied by its proper Bid Security, to the City Manager or his representative in the ��► official place of business as set torth in the "Notic� to Bidders." It is the Bidder's sole responsibility to deliver °�" the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered, ' The Bidd�r must have the proposal actually delivered. Each �� proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL," and the name or description of the project as designated in the "Notice to Bidders." The envelope shall be ',� addressed to the City Manager, City Hall, Fort Worth, Texas. C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with � the City Manager cannot be withdrawn prior to the time set for� � opening proposals. A request for n_on-consideration of a prop.osal must be made in writing, addressed to the City ""� Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for � non-consideration are opened and publicly read aloud, the ��. proposals for which non-consideration requests have been properly filed may, at the option of the Owner, be returned unopened. C2-2.9 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 "Irreguiar" if they show any omissions, alterations of iorm, additions, or conditions not called for, unauthorized alternate bids, or irregularities.of any kind. However, the C2-2(4) � � � � � Owner nor the Engineer guarantee that the data shown is representative of conditions which actualI.y exist. ' C2-2.4 SUBMITTING 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 sha1L state the prices, written in ink in both words and numerals, for which he � proposes to do the work contemplated or furnishe the materials required. All such prices shall be written legibly. In case of discrepancy between the price written in words and the price written in numerals, the price most advantageous to the � City shall govern. If a proposal is submitted by an individual, his or her name� �; must be signed by him (her) or his (her) duly authorized agent. � If a proposal is submitted by a firm, association, or partnership, the name and address of each member must be given, and the proposal must be signed by a member of the � firm, association, or partnership, or by a person dul 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 proposal. � �� 1 L ' C2-2.5 REJECTION OF PROPOSALS: Proposals may be rejected if they show any alteration of words or figures, additions not called for, conditional or uncalled for alternate bids, incomplete.bids, erasures, or irregularities of any kind, or contain unbalance value of any items. Proposal tendered or delivered af ter the official time designated for receipt of pro.posal shall be returned to the Bidder unopened. C2-2.6 BID SECURITX: 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 ttie three lowest bidders will be retained until the contract is awarded or other disposition is made thereof. The bid security of all other bidders may be returned promptly after the canvass of bids. C2-2t3) ' � � � Owner reserves the right to waive any and all irregularities � and to make the award of the contract to the best interest of � the City. Tendering a proposal after the�closing hour is an irregularity which cannot be waived. C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be. disqualified and their proposals not con�idered for any of, but not limited to, the following reason: �', a. Reasons for believing that collusion exists among bidders. . - � b. Reasonable grounds for believing that any bidder is interested in more than one proposal for work "' contemplated. c. The bidder being interested in any litigation� � against the Owner or where the Owner may have a � claim against or be engaged in 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: l. 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 s.imilar to the one under consideration, which have been successfully cQmpleted by the Bidder. 3. An equipment schedule showing the equipment the bidder has available for use on the project. The Bid Proposal of a bidder who, in the judgment of the Engineer, is disqualified under the requirements stated herein, shall be set aside and not opened. ' w� C2-2(5) � The Contractor shall post the required notice to that effect on the project site, and, at his request, wiTl be provided assistance by the City of Fort Worth's, Equal Employment Officer who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. C3-3.4 WITHDRAWAL OF PROPOSALS: After a proposal has been read by the Owner it cannot be withdrawn by the Bidder within forty-five (45) days after the date on which the proposals were opened. C3-3.5 AWARD OF CONTRACT: The Owner reserves the right to withholdfinal action on the proposals for a reasonable time, not to exceed forty-five (45) days after the date of opening proposals, and in no event will an award be made until after investigations have been made as to the responsibility of the proposed awardee... The award of the contract, if an award is made, will be to the lowest and best responsible bidder. The award of the contract shall not become effective until the Owner has notified the Contractor in writing of such award. C3-3.6 RETURN OF PROPOSAL SECURITIES: As soon as proposed price totals have been determined for comparison of bids, the Owner may, at its discretion, return the proposal security which accompanied the proposals which, in its judgment, would not be considered for the award. All other proposal securities, usually those of the three lowest bidders, will be retained by the Owner until the required contract has been executed and bond furnished or the Owner has otherwise 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 of the contract, and for the protection of the Owner and all other persons against damage by reason of negligence of the Contractor, or improper execution of the work or the use of inferior materials. This performance C3-3 (2) a ep � � ,.�, � '�1 7 .� ..� � .., � , � � � PART C - GENERAL CONQITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS: � C3-3.1 CONSIDERATION OF PROPOSALS: After proposals have been opened and read aloud, the proposals 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' 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 contract is made by the Owner, the right will be reserved to reject any or all proposals and waive technicalities, to re-advertise £or new proposals, or to proceed with the work in any manner as maybe considered for the best interest of the Owner. — C3-3.2 MINORITY BQSINESS ENTERPRISE/WOMEN-OWNED BUSINESS � ENTERPRISE COMPLIANCE; Contractor agrees to provide to Owner, upon request, complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and or a a Woman-owned Business Enterprise (WBE) on the contract and the payment therefor. Contractor further agrees, � upon request by Owner, to allow and audit and/or an examination of any books, records, or files in the possession of Contractor that will substantiate the actual work 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 f ederal, state or � local laws and ordinances relating to false statements; further, any such misrepresentation may be grounds for disqualification of Contractor at Owner's discretion for +, bidding on future Contracts with the Owner for a period of � time of not less than six (6) months. � 1 C3-3.3 EQUAL EMPLO MENT PROVISIONS: The Contractor shall comply with Current C�ty Ordinance prohibiting discrimination in employment practices. C3-3 (1) 1 new surety satisfactory to the Owner. No payment will�be made under the contract until the new surety or sureties, as required, have qualified and have been accepted by the Owner. The contract shall not be operative nor will any payments be due or paid until approval of the bonds by the Owner. C3-3.8 EXECUTION OF CONTRACT: Within ten (10) days after the Owner has by appropriate resolution, or otherwise, awarded the contract, the Contractor shall execute and file with the Owner the Contract and such bonds as may be required in the Contract Documents. No contract shall be binding upon the owner until it attested by the City Secretary, approved as to legality by the City Attorney, and executed for the either the Mayor or City Manager. has been form and Owner by C3-3.9 FAILURE TO EXECUTE CONTRACT: The failure of the Awardee to execute the required bond o� 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 tailure 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 acceptande of this provision by the Bidder. C3-3.10 BEGINNING WORR: The Contractor shall not commence work until authorized in writing to do so by the Owner. Should the Contractor fail to commence work at the site of the project within the time stipulated in the written authorization usually termed the "Work Order" or "Proceed Order", it is agreed that the Surety Company will, within ten (10) days after the commencement date set forth in such written authorization, commence the physical execution of the contract. C3-3.11 INSURANCE: The Contractor shall not commence work under this contract until he has obtained all the insurance required under the Contract Documents, and such insurance has been approved by the Owner. The prime Contractor shall be responsible for delivering to the Owner the sub-con�ractors' C3-3 (4) � � � �" L bond shall guarantee the payment for all-labor, materials, equipment, supplies, and services used in the construction of the work, and shall remain in full force and effect until provisions as above stipulated are accomplished and final payment is made on the project by the City. b, MAZNTENANCE BOND: A good and sufficient maintenance bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or 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 thari 100 percent of the amount of the contrac t, as evidenced by the proposal tabulat'ion or otherwise, g�uaranteeing the prompt, full and faithful paymen� of ..all elaimants 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 wox�k provided for in the contract being constructed under these specifications. Payiaent Bond shall remain in force.until all payments as above s�ipulated are made. �� . �i 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 interested in any litigation against the owaer. 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 ac.ceptable, the na,me of the surety shall be included on the current U.S. Treasury list of acceptabTe sureties, and the amount of bond written by any one acceptable company shall not exceed the amount shown on the Treasury list for that�company. Each bond shall be properly executed by both the Contractor and Surety Company. Should any surety on the contract be determined unsatisfactory at any time by the Owner, notice will be given the Contractor to that eff ect and the Contractor shall immediately provide a C3-3 (3) � � 5. Buil�ier's risk (where above-qround structures are involved). � 6. Contractual Liability (cover.s all r indemnification requirements of Contract), �' d. AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY p DAMAGE: The Contractor shall procu.re and maintain, � during tlie life o.E this Contract, Comprehensiv� A�ltomobile Liability insuranca in an amount noi� "'� l�ss tha.n $250,000 for injuries including � accidental death to any one person and subject to the same �limit for each person an amount not les� •�� than $500,000 on account oP one accident, and automobile property damage insurance in an amount, ' not less than $100,000. e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The insurancz required under the above paragraphs sha11 provide adequate protection for the Contractor aad his sub-contractors, respectively, against damage claims which may arise from operatio,ns under this contract, whether such operations be by thN insured or b y anyone directly or indirectly employed by him, an3 also against any of the following special hazards which may be encountPred in the perfo.rmance of the Contract. � �� f. PROOF OF CARRIAGE OF INSURANCE: The Contractor „�,� shall turnish the Owner with sati�sfactory 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 �^ontractor shall apply to the sub-contractor, shoutd the Prime � i Contractor's insurance not cover the � sub-contractor's work operations. q. LOCAL AGENT FOR INSURANCE AND BONDING: The ' insurance and bonding companies with whom the �' Contractor's insurance and pertormance, payment, ,,,� maintenance and all such other bonds are written shall be represented by an agent or agents having .� an ofEice located within the city limits of the � C3-3 (6) I 1 � � ir' � � i� � LJ � � � � � , � certificate of insurance for approval. The prime contractor shall indicate on the certificate of insurance included in the documents for execution whether or not his insurance covers sub-contractors. It is the intention of �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 employees, to be engaged in work on the project under this contract, and for all sub-contractors. In case any class of employees engaged in hazardous work on the project under this contract is not protected under the Workers' Compensation Statute, the Contractor shall provide adequate employer's' general liability insurance for the protection of such ot his employees not so protected. b. COMPREHENSIVE GENERAL LIABILITY IN�SURANCE: 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 £or public liability and property damage, the following insurance: 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 �,_r.e to be performed adiacent to same). Damage to underground utilities for $500,000. C3-3 (5) � ,� � cna.t.ter; �ssocia�ed such as maintaining adequate an3 appropriate �� insurance or security coverage for the project. Such local :� `author.ity for administration of the work •under the Cont.ract �� shall be a�aintained until all business t.rans�ctions executed �, as part oE the Contract.are completP. Should the Contractor's.prii�cipal bas� of operations be other �' than in the Fort Wo.rth-nallas metropolitan area, no�tiE;ication � of the Coatractor'S a5signment�oE local author�ity $hall be made' in writing to the Engineer in advance of any work on the � project, aTl appropriately signed and sealPd, as.applicable � by the Contractor.'s resp�onsible' o�f i�ers with the understanding that this �aritten assignment oE authority to a local repre�enta�ive shall become part of the project Contract � as though �bound �iirectly into the project documents. The � intent of these requirements is that all matters associated with the Contractor's administration, whether it be oriented � in furtheriny �he work, or other, be governed direct by Zocal autho.rity, This same r.�quirement is imposed on insurance a�id surety coverage. Should the Contractor's local representative � fail to pPrform to the satisfaction o.f Engi�eer, the Engineer, /.�' at his sole discretion, may d�cnand 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 Engineer is assigned. No credit of working time will be for periods in which work stoppages are in effect Por this reason. �'"3 C3-3.15 VENUE: Vanue of any action hereinunder shall be r exclusively in �Tarrant County, Texas. -, ..� � � ..� � :. � � lJ C3-3 (8> � 1 ,� .;,.. ,� City of Fort Worth, Tarrant County, Texas: Each suCh agent shall be a duly qualified, one upon whom ' service of process may be had, and must have a.uthority and power to act on behalE of the insurance and/or bonding company to negotiate and � settie 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 � da�maged, may have against the Contractor, insurance, and/or bonding company. If the local . insurance-representative is not so empowered by the insurance.or bonding companies, then such authority � must be vested in a local agent or claims officer residing in the Metroplex, the Fort Worth-Dallas area. The name of the agent or agents shall be se�� j 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 �� he may delegate his Project Superintendent) with full authority to transact all business actions required in the performance of the Contract. This local authority sh�all be made responsible to act for the Contractor in all matters C pertaining to the work governed by the Contract whether it be administrat.ive or other�aise and as such shall be empowered, thus delegat.ed and directed, to settle all material, labor or � other expenditures, all claims against the work or any other "� C3-3 ( 7 ) .� , J waiving or invalidating any conditions or provisions oP the .'� Contract Docurnents. � Variations ir► quantitiPs of sanitary sewer pines in depth categories, shall b� interpr�ted herein as applying to the overall quantitiPs or sanitary sewer pipe in each pipe size, but not to the various depth categories. r C4-4.4 ALTERATION OF CONTRACT DOCUMENTS: By Change Order, the Owner reserves the right to make such c�ianges in the Contract Documents and in the• character or quantities of the work as may be necessary or desirable to insure completion in the most 5atisfactory manner, provzded such changes do not materially alter the original Contract Documents or change the general nat�ire of the project as a whole. Such changes shall not be considere3 as waiving or invalid.�ting any condition or Qrovision of the Contract Documents. �4-4.5 EXTRA WORK: Additional wozk made necessary by clianges and altprations oE the Contract Documents oc of quantities or for other reasons far which no prices ar� provided in the Contract Documents, shall be defined as "Extra Wor.k" and shall be per£ormed by the Coatractor in accordance with these Contract Documents or ap��roved additions thereto; provided, however, that beEore any extra work is begun a"Change Order" shall be �xecuted or written order issued by the Owne.r to do the work for payments or credits as shall be determined by one or more combination of the following m�thods: a. Unit bid price previously approved. b. An agreed lamp sum. � � ,� � � """I � ,,.� c. The ac tual reasonable cost of (1) labor, (2) rental oE equipment used on thP extra work for the time so .� uszd a.t :Associated General Contractors of� America current equipment rental rates; (3l materials �� entering permanently into the project, and (4) actual cost of insurance, bonds, and social "� security a5 detzrmined by the Owner, plus a fixed fee to be agreed upon but not to exceed 10� ot the � actual cost of such extra work. The Fixed fee is not to include any additional profit to the Contractor for rental of equipment owned by him and `� used For the extra work. The fe.e s�hall be full and com�lzte compensation to cover the cos� of sup�rintendence, overhead, other profit, general and. al l othe.r expense not included in (1 ), ( 2�� (3), arid (4) above, The Contracto.r shall keep acc urate cost records on the form and in the method C4-4 (2> � I , � �'""'i � � PART C - GENERAL CONDITIONS C4-4 SCOPE OF WORK � SECTION C4-4 SCOPE OF WORK C4-4.1 INTENT OF CONTRACT DOCUMENTS: It is the definite intention of these Contract Documerits to provide for a �' complete, useful project which the Contractor undertakes to construct.or furnish, all in full com.pliance with the requirements and intent of the Contract�Documents. It is � definitely understood•that the Contractor shall do all work as provided for in the Contract Documents,�shall do all extra or special work as may be considered by the Owner as necessary �o � 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 oE the project. C4-4.2 SPECIAL PROVI5IONS: Should any work or conditions which are not thoroughly and satisfacto�rily stipulated or covered by General or Special Conditions of these Contract Documents be anticipated, or should there be any additional proposed work which is not covered by these Contract Documents, then "Special Provisions" covering all such work will be prepared by the Owner previous to the time of receiving bids or proposals for such work and furnished to the Bidder in the f orm of Addenda. All such "Special Provisions" shall be considered to be a part of the Contract Documents just as though they were originally written therein. �i; C4-4.3 INCREASED OR DECREASED QUANTITIES: The Owner reserves the right �o alter the quantities of the work to be performed or to extend or shorten the improvements�at any time when and �i 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. J When such changes increase or decrease the original quantity of any item or items of work to be done or materials to be "1 furnished by the 25 percent or more, then either party to the �'� contract s�hall upon written request to the other party be entitled to a r,evised co.nsideration.upon that portion aE the �wo�rk above or below the 25 percent of the original quantity �' stated in the proposal; such revised consideration to be determined by special agreement or as hereinafter provided for "Extra Work." No allowance will be made for any changes in � anticipated proEits nor shall such changes be considered as '� t C4-4 (1) � ,.� shall be presented also a composite graph showing the �"� anticipated proqress of construction with the time� being '� plotted horizontally and the percentage oF com�letion plo�ted -�-� vertically. The pro�ress charts shall be prepared on 8-1/2" x 11" sheets and at least five black or blue line prints shall -� be furnished to the Owner. C4-4.7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT FACILITIES: Within ten (10) days prior to submission of first monthly progress payment, the Contractor shall prepare and submit to the Owner F�r approval six copies of the schedule in which the Contractor proposes to carry on the work, the 3ate of which he will start the several major activities (includi:�g procurement of materials, hlans, and equipment) and the contemplated dates for campleting the same. The schedule shall be in the form of a time schedule ' Critical Path Method (CPM) n�twork diagram. As the work p.rogresses, the Contractor shall enter 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 by the.Engineer. Three copies of the updated schedule shall be delivered at �uch intervals as diracted by the Owner. As a;ninimum, the construction schedule shalt incorporate all work elements and activities indicated in the proposal and in the technical specifications. 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 requirements. 1 � � "..� .. ,� ..d a� � The followi:�g guidelines shall be adhered to in preparing R'I the construction schedule: ' �. Milestone dates and final project completi��n dates shall be developed to conForm to time � constraiats, sequencing requirements and completion time. "�" b. The construction process shall be divided into activities with time durations of approximately fourteen (14) days and construction values not to exceed $50,000. Fabric�tion, delivery and -�' submittal activities ar� excePtions to this guideline. � ,� C4-4 (4) ., Y ' .� � � suggested by the Owner and shall access to all records relating accounts, bills, to the Extra Work. give the Owner vouchers, and 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 � ordered in writing by the Owner. instructions, either oral or written, to involve Extra Work for whic compensation, he shall make written � f or written orders authorizin.g such beginning such work. will be allowed unless In case any orders or appear to the Contractor h he should receive request to the Engineer Extra Work, prior to "'"I Should a difference arise as to what does or does not �j constitute Extra Work, or as to the payment thereof, and the Engineer insists upon its performance, the Contractor shall proceed with the work after making written request f or written �' orders and shall keep an accurate account of the actual reasonable, cost thereof as provided under method (Item C). Claims for extra work will not be paid unless the Contra�tor � shall file his claim with the Owner within five (5> days before the time for making the first estimate after such work is done and unless the claim is supported by satisfactory � vouchers and certified payrolls covering all labor and materials expended upon the said Extra Work. C L�' � I� 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 f ull, complete and final payment for all costs Contractor incurs as a result or relating to the change or extra work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result or the change or extra work. C4-4.6 SCHEDU � OF OPERATIONS: Before commencing any work under this con�ract, the Contractor shall submit to the�Owner and receive the Owner's approval thereof, a"Schedule of Operations," showing by a straight line method the date of commencing arid finishing each of the major elements of the contract. There shall be also shown the estimated monthly cost of work for which estimates are to be expected. There C4-4 (3) ' r� ,.w1 9. Operat�.onal testing. � '� 10. Final inspection. 0 � If, in the opinion of the Owner, work accomplished falls behind that scheduled, the Contractor shall take such action as necessary to improve his progress. In addition, the Owner may require the Contractor to submit a revised schedule demonstrating his program and proposed plan to make up lag in scheduled Qrogress and to insure completion of the work within the contract time. If the Owner finds the proposed plan c�ot acceptable, he may require the Contractor to increase the work force, the construction plant and equipment, the number of work shifts or the overtime operations without additional cost to the Owner. ' Failure of the Contractor to comply with these requirements �j 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. .: C4-4 (6) � � � � � � 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 the latest start date' of a chain of activities of the CPM construction schedule. Float time is not for the exclusive use or benefit of either the Contractor or the Owner. f. Thirty days shall be used for submittal review unless otherwise specified. The construction schedule shall as a minimum be divided into general categories as indicated in the Proposal and Technical Specif'ications and each general category shall be broken down into activities in enough detail to achieve activities of approximately fourteen (14) days duration. For each general category, the construction schedule shall identify all trades or subcontracts.whose work is represented by activities that follow'the guidelines of this Section. For each of the trades or subcontracts, the construction schedule shall indicate the following procurements, construction and preacceptance activities and events in their logical sequence for equipment and materials. l. 2. Preparation and transmittal of submittals. Submittal review periods. � 3. Shop fabrication and delivery. 4. Erection or installation. � � � 5. 6. 7. 8. Transmittal of manufacturer's operation and maintenance instructions. Installed equipment and materials testing. Owner's operator instruction (if applicable). Final inspection. C4-4 (5) � CS-5.3 COORDINATION OF CONTRACT DOCUMENTS: The Contract Documents are made up of several sections, which, taken together, are intended to describe and provide for a complete and useful project, and any requirements appearing in one of the sections is as binding as though it occurred in all sections. In case of discrepancies, figured dimension shall govern over scaled dimensions, plans shall govern over specifications, special conditions shall govern over general conditions and standard specifications, and quantities shown on the plans shall govern over those shown in the proposal. The Contractor shall not take advantage of any apparent error or omission�in the Contract Documents, and the Owner shall be permitted to make such corrections or interpretations as may be deemed necessary for the fulfillment of the intent of the Contract Documents. In the event the Contractor discovers an apparent error or discrepancy, he shall immediately call this � cond�ition 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 all times one set of such Contract Documents. The Contract shall give to the work the constant attention necessary to facilitate the progress thereof and shall cooperate with the Engineer, his inspector, and other Contractors in every possible way. The Contractor shall at all times have competent personnel available to the project site for proper pertormance of the work. The Contractor shall provide and maintain-at all times at the site of the project a competent, English-speaking superintendent and an assistant who are 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 o� the Contractor, the Contractor shall designate in writing to the project superintendent, to act as the Contractor's agent on the work. Such assistant project superintendent shall be a resident of Tarrant County, Texas and shall be subject to call, as is the project Superintendent, at any time of the day or night on any day of the week on which the Engineer determines that circumstances require the presence on the project site of a representative of the Contractor to C5-5 (2) � ...� � � ,,1 � � ""�� -� � 1 � � � � PART C - GENERAL CONUITIONS C5-5 CONTROL OF WORR AND MATEitIALS 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 aompliance 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 Contraetor and Owner under these Contract Documents, supervision of the work, resumption of operations, and all other questions or disputes which may � arise. Engineer will not be responsible for Contractor's means, methods, techniques, sequences or procedures of construction, or the safety precaution and prog�ams incident thereto, and he �rill not be responsible tor Contractor's � failure to perform the work in accordance with the contract documents. LJ � He shall determine the amount and quality of the work completed and materials furnished, and his decisions and estimates shall be final. His estimates in such event shall be a condition to the right of the Contractor to receive money due him under the Contract. The Owner shall have executive authority to enforce and make effective such necessary decisions and orders as the Contractor fails to carry out promptly. In the event of any dispute between the Engineer and Contractor over the decision of the Engineer on any such matters, the Engineer must, within a reasonable time, upon written request of the Contractor, render and deliver to both the Owner and Contractor, a written decision on the matter in controversy. C5-5.2 CONFORMITY WITH PLANS: The finished project in all cases shali confor.m 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 Engi�eer during construction will in all cases be determined by the Engineer and authorized by the Owner by Change Order. C5-5 (1) 1 � These stakes or markings shall be set sufficiently in advance oE construction operations to avoid delay. Such stakes or markings as may be established for the Contractor's use or `""'� guidance shall be preserved by the Contractor until he is authorized by the Engineer to remove them. Whenever, in the opinion of the Engineer, any stakes or markings have been � carelessly or willfully des�royed, disturbed, or removed by the Contractor or any of his employees, the full cost ot � replacing such stakes or marks plus 25� will be charged against the Contractor, and the full amount will.be deducted r� from payment due the Contractor. C5-5.8 AUTHORITY AND DUTIES OF CITY INSPECTORS: City "� Inspectors will be authorized to inspect all work done and to be done and all materials furnished. Such inspection may , extend to all or any part of the work, and the preparation or manuf acturing of the materials to be used or equipment to be installed. A City Inspector may be stationed on the work to � report to the Engineer as to the progress of the work and the manner in which it is being performed, to report any evidence `�� that the materials being furnished or the work being performed � by the Contractor fails to fulfill the requirements of the � Contract Documents, and to call the attention of the -� Contractor to any such failure or other inf�ingements. Such � inspection or lack of inspection will not relieve the � Contractor from any obligation to perform the work in accordance with the requirements of the Contract Documents. �� In case of any dispute arising between the Contractor and the �, City Inspector as to the materials or equipment furnished or the manner of performing the work, the City Inspector will have authority to reject materials or equipment to suspend � work until the question at issue can be referred to and be decided by the Engineer.. The City Inspector will not, however, be authorized to revoke, alter, enlarge, or release � any requirement of. these Contract.Documents, nor to approve or � accept any portion or section of the work, nor to issue any instructions contrary to the requirements of the Contract �� Documents. He will in no case act as superintendent or goreman or perform any other duties for the Contractor, or � interfere with the management or operation of the work. He will not accept from the Contractor any compensation in any � form for performing any duties. The Contractor shall regard and obey the directi:ons and instructions of the City Inspector or Engineer when the same are consistent with the obligations of the Contract Documents, provirled, however, should the Contractor object to any orders or instructions of the City r Inspector, the Contractor may within six days make written -.� appeal to the Engineer for his decision on the matter in j controversy. �, CS-5 (4) --y ; i� �J � � a � i� � adequately provide for the safety or convenience•of the traveling public or the owners of property across which the project extends or the safety of property.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. C5-5.5 EMERGENCY AND/OR RECTIFICATION WORR: 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 Engineer to alleviate the emergency condition. Such a response sha.11 occur day or night, whether the project is scheduled on a calendar-day or on a working-day.basis. � Should the Contractor fail to respond to a request from the Engineer to rectify any discrepancies, omissions, or corrections necessary to conform with the requirements of the �, project specifications or plans, the Engineer shall give the � Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the � discrepant conditian and request the Contractor to take remedial action to correct the condition. In the event the '�` Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking � the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall then deduct an amount equal to the entire costs for such remedial action, plus 25�, from any funds due the Contractor �'i on the project. C5-5.6 FIELD OFFICE: The Contractor shall provide, at no � extra compensation, an adequate field office for use of the Engineer, if specifically called for. The field offi:ce 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. � CS-5.7 CONSTRU TION STAKES: The City, through its Engineer, will furnish ��e Contractor with all lines, grades., and measurements necessary to the proper prosecution and control � of the work contracted for under these Contract Documents, and lines, grades and measurements will be establfshed by means of stakes or other customary method of marking as may be found consistent with good practice. � � CS-5 (3) ' substitute Erom that specified and indicating available maintenance service. No substitute shall be ordered instalted without the written apProval of Engineer who will be the judge of the equality and may require Contractor to F.urnish such other data about the �roposed substitute as h� considers pertineat. No substitute shall be ordered Oz instalt�d without such performance guarantee and bonds as Owner. may require which shall be furnished at Coritrac�or's expense. Contractor shall indemniFy and hold harmless Owner and Engineer and anyone directly or indirec�ly employed by either of them fr�m and a�ainst the claims, dama�es, losses and expenses (including attorneys fees) arising �ut �E the us� of substitu�ed mat�rials or equipment. C5-5.12 SAMPLES AND TESTS OR MATERIALS: Where, in the o�inion of the Engineer, or as called for in �he Contract Documents, tests of �naterials or equipment are necessary, such tests will be made at the expense of and paid For direct to the testing agency by the Owner unless otherwise speci:Eically providzd. The failure of the Owner to make any tests �f materials shalt be in no way relieve the Contractor oF his responsibility of furnishing materials and Pquipment fully conforming to the requirements of the Contract Docume.nts. Tests and sampling of materials; unlass otherwis� speci.Eied, will be madP in ac�or3ance with the latest methods prescribed by the American Society Por Tes�ing Mat�rials �r speciFic requirements of the Owner. The Contractor shall provide such facilities as the Engineer may require for colle�ting and forwa.rding samples and shalt not, without s�ecific written permission of the Engineer, use the cnaterials represented by the samples until tests hav� been made and the materials approved for use. The Contractor will furnish adequat� samples without charge to the Owner. In case of concrete, the aggregates, design..minimum, and the mixing and transporting equipment shall be approved by the Rngineer betore any concrete is placed, and the Contactor shall b� r�sponsible for re�lacing any concrete which does not m�et the requirements of the Contract Documents. Tests shall be made at least 9 days prior to the placing of concrete, using samples from the same aggregate, cement, and mortar which are to be usPd later in the concrete. Should the source of supply change, ,new tests shall be made prior to the us� oP the new mat�rials. C5-5.13 STORAGE OF MATERIALS: Al1 materials which used in the construction opeiation shall be store insure the preservation of the quality and fitness oP When dir�ected by the Enginee.r, they shall b� placed platforms or other hard, clean durable surfaces and CS-5 (6) are to be d so as to the work. on wooden not on the ..� � �� J �.� -ti � � .., � ,,,a � �., "� � ' � � � C5-5.9 INSPECTION: The Contractor shall furnish the Engineer � with every r��sonable f�cility Po.r ascertaining whether or not � the work as performed ia in accor3ance with the requirements of the Contract Dncuments. IE the Engineer so requests, the ,,,� Contractor shall, 3t any ti�ne beEore accept�nce oE the work, � re�nove or uncovar. such portion of th� fi.nished work as may be 3ir�cted. After �xamination, the Contractor shall restorP said portions oE the work to the standard required by the � Contr.ar_t �ocument5. Should the work �xposed or examined prove acc�eptable, the uncovPring or removing an3 replacing of the cov�ring o.r making good ot the par�s cemoved shall be paid for as extra work, but Si1011C� k�e wor'�c so exQo�ed or examined prove to be uhacceptable, the uncovering or removiag and ttie replacing oF, all adjacent defective or damaged QartS shall be at the Contractor's expense. No wor'�c shalt be done o.r mat.erials used without suit�bte supervision or ins��ction. � C5-5.10 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK: A11 work, materials, or equi�ment which has been reject�d shall be � r�meciipd or r�rnoved and replaced i:� an acceptablP manner by thP Contractor at his own expense. �]�rk done beyond the li��s and grades given or as shown on the plans, Axcent as herein 5pecifically provided, or any Extra Work done without written authority, wi11 be consi3ered as unauthorized and done at the expease oE the Contractor. and will not be paid Por by the Owner. Work so done may be ordered removed at the � Contractor's expense. U�on the �ailure on the part of the Contractoc to comply �aitti any or3er oF the Fngineer mad� under the provisions oF this paragraph, the Engineer witl have the � authority to cause defective work to be r�medied or rzinoved and renlaced and unauthorized w�rk to be removed, and th'e cost tileceof may be deducted Erom any ,�noney due or to become,due to the Contractor. Failure to req��ire tha removal qf any def:�ctiv� or unauthorized work shall not constitute acceptance � of such works. � , � C5-5.11 SUBSTITUTE MATERIALS OR EQUIPMENT: I�f the Specifications, law, ordinan�P, codes or regulations permit Contractor to F�irnish or usF, a substitute that is equal to any material or equipment specified, and if Cont.ractor wishes to � furnish or us� a proposed substitute, he shall, prior to the preconstruction conFerence, make written application to ENGINEER for approval of sucli substitute certifying in writing that the proposec3 substitu�e wi.tl perForm adequately the � functions ca11Pd f�r by the general design, be similar and o� equal substance to th�t speci.Eied and be suited to thz same use and capable of perf_orming the same function as that � specified; and identifying all variations of the proposed � � � CS-5 (5) t �� 2. NotiEy each customer personally through � responsible personnel as to time and schedule �f the interruption of their service, or _, 3. In the event that personal notification of a customer cannot be made, a pre �red tag form shall be attached to the cust mer's entzancP door knob. The tag shalt be durable in � composition, and in large bold tyoe shall say: "NOTICE" Due to Utitity Improvem�nt in your neighbo.rhood, your (water> ' (sewer) service wil.l be inter- .� rupted on between � the hours of and -� This inconvenience will be as "� short as possible. „� f Thank you,. � Contractor ' �'� ; Address � '� Phone b. Emerqency : In the event that an unforeseen service interruption occurs, notice shall be as above,but immed.iate. .,, CS-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through � acts or neglect on the part oF the Contracto.r, any other y Contractor or any sub-contractor shall suffer loss or damage on the work, the Contractor agrees to settle with such othe.r � Con�.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 � b�en sustained, the Owner will notify the Cont.ractor, who � snall indemnify and save harmless the Owner against any such claim. , CS-5.17 CLEAN-UP: Clean-up of surplus and/or waste materials accumulated on the job site during the grosecution of the work under these Contract Documents shall be accomplished in kee�ing with a daily routine est�blished to the the satisfaction of the Engineer. Twenty-fours fours after written notice i� given to the Contractor that the clean-up on the job sit�s is Qroceeding in a manner unsatisfactory to the Engineer, if the �ontractor fails to corrert the C5-5 (8) �� . � � � , ground, and shall I�, materials shall b ,� prompt inspection. be placed under cover when directed.� Stored e placed and located so as to facilitate �y C5-5.14 EXISTING STRUCTURES AND UTILITIES: The location and � dimensions shown on the Pians relative to existing utilities are based on the best information available. Omission from, or the inclusion of utility locations on the Plans is not to be ' considered as the nonexistence of, or a definite location of, existing underground utilities. The location of many gas mains, water mains,•conduits, sewer lines and service lines �i for all utilities, etc., is unknown to the Owner, and the ,� Owner assumes no responsibility for failure to show any or all such structures and utilities on the plans or to show them in •. their exac t location. It is mutually agreed that such failure, � will not be considered sufficient basis for claims for additional compensation for Extra Work or for increasing the pay quantities in any manner whatsoever, unless an obstruction � encountered is such as to necessitate changes in the lines and grades of considerable magnitude or requires the building of special works, provision for which is not made in the Contract � Documents, in which case the provision in these Contract Documents for Extra Work sha11 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 �t least forty eight (48) hours in advance of�construction including exploratory � excavation if necessary. All verification of existing utilities and their adjustment shaYl be considered as subsidiary work. �5-5.15 INTERRUPTION OF SERVICE: � � a. Normal Prosecution: In the normal prosectuion of work where the interruption of service is necessary, the Contractor, at least 24 hours in advance, shall be required to: . 1. Notify the Water Department's Distribution Division as to location, time, and schedule of service interruption. CS-5 (�7 ) ' � � � unsatisfactory procedure, the City may take such direct action � as the Engineer deems appropriate to correct the clean-up deficiencies cited to the Contractor in ttre written notice, and the costs of such direct action, plus 25� of such costs, shall be deducted from monies due or to become due to the � Contractor. Upon the completion of the project as a whole as covered by � these Contract Documents, and before final acceptance and final payment will be made, the Contractor shall clean and � remove from the site of the project all surplus and discarded � materials, temporary structures, and debris of every kind. He shall leave the site of all work in a neat and orderly condition equal to that which originally exist�d. Surplus and ^ waste materials removed from the site of the work shall be :I, 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. `' CS-5.18 FINAL INSPECTION: Whenever the work provided for in and contemplated under the Contract Documents has been satisfactorily completed and final cleanup performed, the Engineer will notify the proper officials of the Owner and request that the Final inspection be made. Such inspection will be made within 10 days after such notification. After � such final inspection, if the work and materials and equipment are found satisfactory, the Contractor will be notified in writing of the acceptance of the same after the proper � resolution has been passed by the City Council. No time charge will be made again,st the Contractor between said date of notification of the Engineer and the date of final _ inspection of the work. ' 1 1 1 � C5-5 (9) ' � � C6-6.4 SANITARY PROVISIQNS: The Contractor shall establish and enforce among his employees such regulations in regard to cleanliness and disposal of garbage an3 waste as will tend to prevent the inception and spread of infectious or contagious diseases and to effectively prevent the creation of a nuisance about the work on any property either public or pri,vate, and such regulations as are required by Law shall be put into immediate force and effect'by the Contractor. The necessary sanitary conveniences for use of laborers on, the work, properly secluded from public observation, sha11 be const.ructed and maintained by the Contractor and their use shall be strictly enforced by the�Contractor. All such Eacilities shall be kept in a clean and sanitary condition, free from objectionable odors so as not to cause a nuisance. , All sanitary laws and regulations of the State of Texas and the City shall be strictly complied with. � �. � j C6-6.5 PUBLIC SAFETY AND CONVENIENCE: Materials or equipment s stored about the work shall be so placed and used, and the �'! work shall at all times be so conducted, as to cause no � greater obstruction or inconvenience to the public than is considered to be absolutely necessary by the Engineer. The �.� Contractor is required to maintain at all times all phases of ! his work in such a manner as not to impair the safety or �+ convenience of the public, including, but �ot limited to, saFe and convenient ingress and egress to property contiguous to the work area. The Contractor shall make adequate provisions '� to render reasonable ingress and egr�ss for normal vehicular traffic, except during actual trenchinc� or pipe installation --� operations, at all driveway crossing�, Such provisions may include bridging, placement of crushed s�tone or gravel or such °� other means of providing.proper ingress and egress for the property served by the driveway as the Engineer may approve as � appropriate. Such other means may i}�clude the diversion oF .� driveway traffic, with specific approval by the Engineer. If diver-sion of traftic is approved by the Engineer at any locat�ion, the Contractor shall make arrangements satisfactory � to the Engineer at any location, thei Contractor shall make arrangements satisfactory to the Engine�r for the diversion o£ traffic, and shall, at his own expens�, provide al1 materials �' and perform all work necessary For the construction and �, maintenance of roadways and bridges� for such diversion of traffic. Sidewalks must not be obstru,�cted except by special ' permission of the Engineer. � ... The materials excavated and the constrluction materials such as pipe used in the constructf.on of the v,�ork 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) ' � � � � 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 bodies having jurisdiction or authority for such enactment. No plea of misunderstanding or ignorance thereo.E will be considered. The Contractor and his Sureties shall indemnify and save harmless the City and all of � its officers, agents, and employees against any and all claims or liability arising from or based on the violation of any such law, ordinance, regulation, or order, whether it be by himself or his employees. C6-6.2 PERMITS AND LICENSES: The Contractor shall procure all � permits and licenses, pay all charges, costs arid fees, and give all notices necessary and incident to the due and lawful prosecution of the work. � 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 indemniFy the Owner for any cost, expense, or damage which it may be obliged to pay by reason of such intringement 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) � carried on in such manner as not to interfere with the operation ot trains, loading or unloading of cars, etc. Other contractors of the Owner may, for all purposes required by the contract, enter upon the work and pre�ises used by the Contractor and shall be provided all reasonable facilities and assistance for the completion of adjoining work. Any additional grounds desired by the Contractor for his use shall be provided by him at his own cost and expense. ' C6-6.7 RAILWAY CROSSINGS: When the work encroaches upon any right-of-way of any railway, the City will secure the necessary easement for the work. Where the railway tracks are to be crossed, tHe Contractor shall observe all the regulations and instructions of the railway company as to the methods of perf orming 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 �aintained to keep pedestrians away from, and vehicles from being driven on or into, any work under construction or being maintained. The Contractor shall furnish watchmen and keep them at their respective assignments in sufficient numbers to protect the work and prevent accident or damage. All installations and procedures shall be consistent with the provisions set forth in the "1980 Texas Manual on Uniform Traffic Control Devices,for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Hig hways", codified as Article 6701d Veron's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30�and 31. C6-6 (4) � � , gas valves, or manholes in the vicinity. The Owner reserves �, the right to remedy any neglect on the part of the Contractor -� as regards to public convenience and safety which may come to its attention, after twenty-tour hours notice in writing to "" the Contractor, save in cases of emergency when it shall have � the right to remedy any neglect without notice, and in either case, the cost of such work done or materials furnished by the � Owner or by the City shall be deducted from monies due or to become due to the Contractor. The Contractor, after� approval of the Engineer, shall notify �the Fire Department Headquarters, Traffic Engineer, and Police � Department, when any street or alley is requested to be closed or obstructed or any fire hydrant is to be made inaccessible, � and, when so directed by the Engineer, shall keep any street, streets, or highways in condition for unobstructed use by fire apparatus. The Contractor shall promptly notify the Fire � Department Headquarters when all such obstructed streets, alleys, or hydrants are again placed back in service. Where the Contractor is required to construct temporary � bridges or make other arrangements f or crossing over ditehes or streams, his responsibility f or 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 J 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 �.I settlement of such claims.. The Contractor shall file with the Engineer a written statement showing all such claims adjusted. �� C6-6..6 PRIVILEGES OF CONTRACTOR IN STREETS. ALLEYS. AND RIGHT-OF-WAY: For the performance of the contract, the 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 construc tion purposes may be stored in such space, but no more than is necessary to avoid delay in the construction � operations. Excavated and waste materials shall be piled or stacked in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed �i 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) � � ,� advance oF the use of any activity which might damag� Oz ,� endanger their or his property along or adjacent to the work. Where tlze use of explosives is to be permitted on the project, as specified in the Special Contract Documents, or the use of explosives is requested, the Contractor shall submit notice to the Engineer in writing twenty-Eour hours prior to' commencing and shall furnish evidencP that he has insurance coverage to protect against any damages and/or injuries arising out oE such use of explosives. All claims arising out oE the use oE explosives shall be investigated and a written report made by the Contractor's insurers to the Engineer within ten (10) days after receipt oF written notice o.E the claim to the Contractor from either the, City or the claimant. The City shall proceed to give notice to tfie Contractor of any such claim. The use of explosives may be suspended by the Engineer if any complaint is received and such use shall not be resumed until the cause of the complaint has been addressed. � � ,� � � ,..� Whenever explosives are stored or kept, they shall be stored in a safe and secure manner and all st�rage places shall be plainly marked "DANGEROUS EXPLOSIVES" and shall be under the care of a comQetent watchman at all times. All vehicles in J which explosives are being transported shall be plainly marked as mentioned above and shall, insofar as possible, not use heavy traFfic routes. � C6-6.10 WORK WITHIN EASEMENTS: Where the work passes over, through, or into private property, the Owner will provide such �' right-of-way or easement privileges as the City may dePm necessary for the prosecution of the work. Any additional rights-of-way or work area considered necessary by the Contractor shall be provided by him at his own expense. Such addi'tional rights-of-way or work area shall be acquired for "� the benefit of the City. The City shall be notified in � writing as to the rights so acquired before work begins in the `1 affected area. The Contractor shall not enter upon private •� property for any purpose without having previously obtained permission from the owner of such property. The Contractor "' will not be allowed to store equipment or material on private property unl�ss and until the specified approval oE the � property owne.r `�as been secured in writing by the Contractor � and a copy furnished to the Engineer. Unless specifically provided otherwise, the Contractor shall clear all � rights-of-way or easements oE obstructions which must be removed to make possible proper prosecution of the v�ork.as a i part of the project construction operations. The Contractor � shall be responsible for the preservation of and shall use C6-6 (6) .� 1 � � � The Contractor will not remove any regulatory'sign, � instructional sign, street name sign, or other sign which has , been erected by the City. If it is determined that a sign must be removed to permit required construction, the � Contractor shall contact the Transportation and Public Works department, Signs and Markings Division (phone number �" 8780-8075), to remove the sign. In the case ot r•egulatory signs, the Contractor must replace the permanent sign with a � temporary sign meeting the requirements of the above referenced manual and such temporary sign must be installed prior to the removal'of the permanent sign. If the temporary � sign is not installed correctly or if it does not meet the � required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When �construction work is completed to the extent that the� � permanent sign can be re-installed, tHe Contractor shall again contact the Signs and Markings Division to re-install the permanent sign and shall leave his temporary sign in place �p 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 comple�ed 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 exp�osives, drop weight, etc., in the prosecution of the work, the utmost care shall be exercised at � all times so as not to endanger life or property. The Contractor shall notify the proper representative of any public service corporation, any company, individual, or ' utility, and the Owner, not less than twenty-four hours in � � C6-6 (5> 1 � proposal. TherePore, no separate payment shalt be allowed � for any service associated with this wor;c. In case of failure on the part of the Contractor to restore such property to make good such damage or injury, the Owner � may, ��pon 48 hour written notice under ordinary circumstances, ° and without notice when a nuisance or hazardous conditio.n results, groceed to repair, rebuild, or otherwise restore such � property as may be dete.rmined by the Owner to be necessar and the co5 t ther�k�y wi 11 be deducted from any monies due or � to become due to the Contractor under this Contract. „� C6-6.11 INDEPENDENT CONTRACTOR: It is understood and agr�ed '"`� by the oa.rties ti�reto that Contractor shall perform all work and services hereunder as an independent contractor, and not� � as an dfEicer, agent, servant or employee of the Owner. -, Contr.actor shall have exclusiv� control of and the exclusive � right to control the details of all the work and services "� perL-ormed hereunder, and a11 persons performing same, and shall be solely responsible Eor the acts and omissions of its � oPficers, 3gents, servants, Pmployees, con�ractors, subcontractors, lic�nse�s and invitees. The�doctrine of respondeat superior shall not apply as between Owner and iontracto.r, i�s officers, agents, em�loyees, contractors and .F� subcontractors, and nothing 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: � iontractor covenants and agrees to, and does hereby indemnify, � hold harmless and defend Owner, its oPficers, agents, servants, and employees f.rom and against any an all claims or suits for property damag� or loss and/or personal i�njury, including death, to any and all persons, of whatsoever kind or character, whether real or �sserted, arising out of or in � connection with,.directly.or indirectly, the work and services to be perfo rmed hereunder by Contractor, its officers, agents, •�+ employees, contractors, subcontractors, licensees or invitees, � whether or not caused, in whole or in part, by alleged negligence on the p�rt 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�em2loy�es for proper�y damage or ' loss, and/or personal injuries, including death, to any and � all p.ersons of whatsoever kind o.r character, wtiether real o.r asserted, �rising out of or.in connection with, directly or m., 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 ) . . .. . � � ..3 � � � � every precaution to prevent damage to all trees, shrubbery, �! plants, lawns, fences, culverts, curbing, and all other types ,' of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances ,�, thereoP, including the construction of temporary fences, and �, to all other public or private property along adjacent to the work. LThe Contractor shall notiEy the proper representatives of ownzrs or occupants of public or private lands or interest in lands which might be� affected by the work. Such notice shall � be made at least 48 hours in advance o.E the beginning of the ,� work. Notices sha11 be ap�licable to both public and private utility companies or any corporation, company, individual, or ..� other, either as owners or occupants, whose land or interest in land might affected by the work. The Contractor shall be �' responsible for all dama e or in'ur to g � y property ot any character resulting from any act, omission, neglect, or � misconduct in the manner or method or execution of the work, or at any time due to defective work, material, or equipment. � � � � �' � � � When and where any direct or indirect or injury is done to public or private property'oa account of any act, omission, neglect, or misconduct in the execution of the work, or in consequence of the non-execution thereof on the part of the Contractor, he 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 oE the property and the Engineer. Al1 fences encountered and removed during construction of this project shall be restored to the original or a better than original condition upon completion of this project. When wire fencing, either wire mesh or barbed wire is to be crossed, the Contractor shall set cross braced posts on either side of permanent easement bef ore 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 p.rovided at the permanent easements limits, beEore the fence is cut. Temporary f encing shall be erected in place of the tencing removed whenever the work is not in progress and when the site is vacated overnight, and/or.at all times to prevent livestock from entering the construction area. The cost Eor � fence removal, temporary closures and replacement shall be subsidiary to the various items bid in �he project � C6-6 (7) ' � -1 expiration of the six month period the Dirzctor may recommend ' that final �y payment be made it a11 other work has been performed and all other obligations of the Contractor hav� � been met to the satisfaction oE the �irector. The Dir�c tor may, if he deems it appropriate, reFuse to accept bids on other Water Department Contract work Erom a Gontractor against whom a claim for damages is outstanding as a result of work p�rformed under a City contract. y �, C6-6.13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor .� claim compensation for any alleged damage by reason of the acts or omissions of the Owner, he shall within three days after the actual sustaining oP such alleged damagA, mak� a � written statement to the Engineer, setting out in detail the � �' nature of the alleged damage, and on or before the 25th day of the month succeeding that in which any such damage is claimed "� to have been sust�ined, the Contractor shall file with th� ,� Engineer an itemized statement oE the details and amount of such alleged damage and, upon request, shall givP the Engineer , access to all books of account, receipts, vouche.rs, bills of lading, and other books or napars containing any evidence as to th.e amount of such all?ged dacnage. Unless sucil statements shall be file3 as hereinabove required, the Contractor's c1�im .Eor compensation shall be wai�ed, and he shall not be entitled �+ to payment on account of such dacnages. C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIES,� ETC.: � In case it is necessary to change, move, or alter in any J manner t'ne property of a public utility or others, the said ,,.� property shall not be moved or int2rf2red with until orders thereupon have been issued by the Engineer. The right is reserved to the owners o�E public utilities to enter the geographical limits of the Contract �or the purPose of making " such changes or repairs to their property that may be necessary by the performance of .this contract, y C6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS: 'rVhea existing sewer line5 have to be taken up or removed, the Contractor '� shall, 3t his own expen3e and cost, provide and maintain teinporary outl.�ts and connections Eor all private or public �� 3rains and sewers. The Contractor shall also take care of all sewage and drainage which will be received from these drains and sewers, and Eor this purpose he shal.l provide aad maintain, at his own cost and expensp, adequate p.umping Eacilities and temporary outlets or diver�ions. "� The Contractor, at his own cost and expense, shall construct s�ich troughs, pipes, or other structures necessary, and be prepared at all times to dispose of drainage and sewage ,..� � C6-6 (10> ., � i . .�, ..1 ..� W � in whole or . in part, by alleged negligence of otficers, agents, servants, employees, contractors, subcontractors, � licensees or invitees of the Owner. Co�ntractor likewise covenants and agrees to, and does hereby, indemni£y and hold harmless Owner from and against any and all injuries,loss or � damages to property of the Owner during the performance of any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from, in whole or in � part, any and all alleged acts or omissions of officers, agents, servants, employees, contractors, subcontractors, licenses, or invitees of the Owner. . � � � In the event a 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 f inal 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 �I against whom such a claicn for damages is outstanding for a period of six months following the date of the acceptance of � the work performed unless the Contractor subntits 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, aad such good faith e.fforts have failed. � If condition (1> above is met at any time within the six month period, the Director shall recommend that the final payment to the Contractor be made. If condi�tion (2) above is met at any time within the six month period, the Director may recommend � that the final payment to the Contractor be made. At the ' C6-6 (9) 1 �rr thereof by action of the elemen�s or from any cause whatsoever, whether arising from the execution or nonexecu�ion of the work. The Contractor shall rebuild, repair, restore, and make good at his own expense all injuries or damage to any portion of the work occasioned by any of the hereinabove causes. C6-6.19 NO WAIVER OF LEGAL RIGHTS: Inspection by the Engineer or any order by the Owner by payment ot 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 Doc�zments or in exercising any power of authority granted thereunder, there shall be no liability upon the authorized representatives of the Owner, either personally or otherwise as they are agents and representatives of the City. C6-6.21 STATE SALES TAX: On a contract awarded by the City of Fort Worth, an organization which qualifies for exemption pursuant the provisions of Article 20.04 (H) of the Texas Limited Sales, excise, and Use Tax Act, the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption c�rtificate issued by the Contractor in�lieu of. the tax shall. be subject to and shall comply with the provisions of State Comptroller's Ruling .011, and any other applicable State Comptroller rulings pertaining to the Texas Limited Sales, Excise, and Use Tax Act. On a contrac t awarded by a developer fo�r the construction of a publicly-owned imp.rovement in a street right-of-way or other easement whicl� has been dedicated to the public and the City of Fort Wor�h, an organizat.io.n which qualiE�ies for exemption pursuant to the provisions of Article 20.04 (H) of the Texas limited Sales, Excise, and Use Tax Act, the Contractor can probabTy be exempted in the same manner stated above. C6-6 (12) r�. ,..� ,._� � � . � � ,. y � .: � � � � received from these temporary connections until such times as �" the permanent connections are built and are in service. The � existing sewers and connections shall be kept in service and maintained under the Contract, except when specified or "� ordered to be abandoned by the Engineer. Al1 water, sewage, � and other waste shall be disposed of in a satisfactory manner so that no nuisance is created and so that the work under �, construction will be adequately protected. " C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THE CITYs when the Centractor� ctesires to use �l;ity wat�r in � connection with any.construction work, he shall make complete .,� and satisfactory arrangements with the Fort Worth City Water Department for so doing. � � City water furnished to the Contractor shall be delivered to the Contractor from a connection on an existing City main. Al1 piping required beyond the point of delivery shall be � installed by the Contractor at his own expense. The Contractor's responsibility in the use of all existing � fire hydrant and/or valves is detailed in Section E2-1.2 USE OF FIRE HYDRANTS AND VALVES in these General Contract Documents. When meters are used to measure the water, the charges, if any, for water will be at the regular established rates. When meters are not used, the charges, if any, will be as prescribed by the City Ordinance, or where no ordinance applies, payment shall be made on estimates and rates established by the Director of the Fort Worth Water Department. C6-6.17 USE OF A SECTION OR PORTION OF THE WORK: Whenever, in the opinion of the Engineer, any section or portion of the work or any structure is in suitable condition, it may be put 3nto 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 ot 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 in these Contract Documents, the work�shall be under the charge and � care oE the Contractor, and he shall take every necessary � precaution to prevent injur.y or damage to the�work or any part � � � C6-6 (11> ' � � Limited Sale, Excise and Use Tax permits and information can �� be obtained from: Comptroller of Public Accounts Sale Tax Division � Capitol Station Austin, TX . � ' ' ' '� ' l_! ' , � � C6-6 (13) � prosecuting the work and ordering materials and equipment which he expects to follow in orcier to completa the pro.ject in the scheduled time. There sha11 also be submitted a table oF estimated amounts to be earned by the Contractor during each monthly estimat� period. The Contractor shall commence tne work to be performed under. this contract within the time limit stated in these Contract Documents and sliall conduct the work in a continuous manaer and with su.fficient equipment, materials, and labor as is necessary to insure its completion within the time limit. The sequence reques�ed of all construction operations shall be at all times as specified in the Special Contract Documents. Any cdeviation from scuh sequencing shall be submitted to the Engineer for his approval. Contractor sha11 not proceed with' any�,deviation until he has r�ceived written approval from the Engineer. Such specification or approval by th:e Engineer shall not relieve the Contractor from the full responsibility of the complete performance of the Contract. The contract time may b� changed only as set forth in Section C7-7.8 "Extension of Time of Completion" of this Agreement, and a progress schedule shall not constitute a change in the contract time. C7-7.4 LIMITATIONS OF OPERATIONS: The working operations shall at al1 times be conducted b� the Contractor so as to create a minimum amount of inconvenience to the public: At any time when, in the judgment of the Engineer, the :ontractor 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 execution of the work, the Engineer may require the Contractor to finish the section on which operations are in progress beEore the work is commenced on any additional section or street. C7-7..5 CHARACTER OF WORKMEN AND EQUIPMENT: Local labor shall be used by the Contractor is available. The Contractor may bring in from outside the City oF Fort Worth his key men and his superintendent. A11 ottier workmen, i.ncluding equipment ooerators, may be importeci �nly after the local supply is exh�usted, The �ontractor shall employ only such supPrintendents, foremen, and workmen who ar� carefut, competent, and fully quali�ied to perEor�n the duties or tasks assigned to them, �nd the Engineer �nay 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, shall misconduct himself or be found to bp incompetent, disrespectEul, intemperate, dishonest, or C7-7 (2) J ,� � ,� � ...� . �, _,1 � 1 � . ., � 1 � � � PART C - GENERAL CONDITIONS C7-7 PROSECUTION AND PROGRESS � l� SECTION C7-7 PROSECUTION AND PROGRESS: C7-7.1 SUBLETTING: The Contractor shall perform with his own organization, and with the assistance of workman under his immediate superintendance, work of a value of not less than fifty (50$) percent of the value embraced in the contract. If the Contractor sublets any part of the work to be done under these Contract Documents, he will not under any circumstances be relieved of the responsibility and obligation assumed under these Contract Documents. All transactions of the Engineer will be with the Contractor. Subcontractors will be considered only in the capacity of employees or workmen of the Contractor and shall be subject to the same requirements as to character and competency. The Owner will not recognize any subcontractor on the work. The Contractor shall at all times, when the work is in operation, be represented either in person or by a superintendent or other designated representatives. C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not assign, transfer, sublet, convey, or otherwise dispose of the contract or his rights, title, or interest in or to the same or any part thereof without the previous consent oE the Owner expressed by resolution of the City Council and concurred in by the Sureties. `� If the Contractor does, without such previous consent, assign, transfer, sublet, convey, br otherwise dispose of the contract � or his right, title, or interest therein or any part thereof, to any person or persons, partnership, company, firm, or corporation, or does by bankruptcy, voluntary or involuntary, � or by assignment under the insolvency laws of any state, attempt to dispose of the contract may, at the option of the Owner be revoked and annulled, unless the Sureties shall �,,,, successfully complete said contract, and in the event ot 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 Contrac�or shall submit to the Engineer in five or more copies, if requested by the Engineer, a proqress schedule preferably in chart or diagram torm, or a ' brief outlining in detail and step by step the manner of 1 C7-7 (1) 1 .. C7-7.7 TIME OF COMMENCEMENT AND COMPLETION: The Contractor shall commence the working operations within the time specified in the Contract Documents and set forth in the Work Order. Failure to do so shall be considered by �he Owner a5 abandonment of the Contract by the Contractor and the Owner 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 established in such documents and such extension of time as may be properly authorized by the Owner. C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor's request for an extension of time of complztion shall be considered only when the request for such extension is submitted in writing to the Engineer within seven days from and after the time alleged cause of delay 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, treight 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 ex�ension of time due to inability to obtain supplies and materials will be considered only when a review of the Contractor's purchase order dates and other pertinent data as requested by the Engir�eer indicates that the Contractor has made a bonafide attempt to secure delivery on schedule: This shall include effor�s to obtain the supplies and materials from alternate sources in case the first source cannot make delivery. If satistactory 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: T�he 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, iE C7-7 (4) �. J � .� ,.y � , � ..� ,,.., � r � � I� 1 � �� otherwise objectionable or neglectEut in�the proper performance oE his or their duties, or who neglects or refuses to comply with or carry out the directions o� the Owner, and s��ch person or persons shatl not be employed again thereon without written consent of the Engineer. All workmen shall have sufficient ski�l, abil.ity, and experience to properly pertorm the work assigned �o them and operaL-� �ny aquinment necessary to properly carry out the perf-ormanc� oE the assigned duties. � The Contractor shall.furnish and maintain on the work a11 suctl � equi�ment as is considered to be necessary for prosecution of the wor'K in an acceptaUle manner and at a satis�actory rate of progress. All equipment, tools, and machinery used For � handling matArials and executing any part of the work shall be rr' subject to the approval oF i�he Engineer and shall b� maintained in a satisfactory, safe and efficient working condition. Equi�ment on any portion oF the work shall be such � that no injury to the work, workmen or adjacent property will result from its use. C7-7.6 WORK SCHEDULE: Elapse3 working days shal�. be computPd starting with the first c3ay of work compldted as defined in C1-1.23 "�JJORKING DAY" or the date stipulated in the "i�ORK OROER" For beginning work, whichever comes first. Nothing in thes� Contract �ocu�nents shall be construed as Ii prohibitin�3 the Contractor from working on Saturday, Sunday o.r Legal Holidays, providing that the Eotlowing requirements are met: a. A request to work on a specific Legal Holiday must be made to the than the proceeding ThurSday. � � ' � Saturday, Sunday or Engineer no later b. Any work to 'oe done �n the project on suck� a speciEic Saturday, Sunday or Legal Holiday mus� be, in the opinion oE the Engineer, essential to the timely completion of the project. The Engineer's decision shall be final in response to such a request Eor approval to work on a speciEic Saturday, Sunday or Legal Holiday, and no extra compensation shall be allowed to �he .Contractor For any work performed on such a specif ic Saturday, Sunday or Legal �oliday. Calendar Days shall be deFined in C1-1.24 and the Contractor may work as he so desi.res. C7-7 (3) 1 $ 500,001 to $1,000,001 tp $2,000,001 and over $1,000,000 inclusive $ 315.00 $2,000,000 inclusive $ 420.00 ' � 630.00 The parties hereto understand and agree that any harm to the City caused by the Contractor's delay in completing the work hereunder in the time specified by the Contract•Documents would be incapable or very diEEicult oE accurate estimation, and that the "Amount oF Liquidated Damages Per Day", as �vt out above, is a re�sonable For�cast of just comPensation due the City for harn caused by any delay. C7-7.11 SUSPENSION BY COURT ORDER: The Contractor sha11 suspend operations on such part or parts of the work ordered by a.ny court, and will not be entitled to additional compensation by virtue of such court order. Neither will h� be liable to the City in the even�t the work is suspended by a Court Order. Neither will the Owner b� Liable to the Contractor by virtue of any Cou.rt Order or action for which ttie Owne.r is not solely responsible. C7-7.12 TEMPORARY SUSPENSION: The Owner shall h•ave the right to suspend the work operation wholly �r in part for such period or periods of time as he may deem necessary due to unsuitable weather conditions or any other unfavorable conditions which in the opinion of the Owner or Engineer ca�xse 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 construct.ion cre�ws. If it should become necessary to suspend wor�c for an 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 shatl takP every precaution to prevent damage or deterioration of the work;�erformzd; he shall provide suitable drainage about the work, and erect tempo.rary structures where necessary. Shoutd the Contractor not bP abl� to complete a portion of the oroject due to causes beyond the control of and without the fault or negligence ot the Contractor as set Eorth in Paragraph C7-7.8 EXTENSION OF THE 'rIME OE COMPLETION, and should it be determined by mutual consent of the Contractor and the Engineer that a solution to allow construction to proceed is not available within a reasonable period of time, then the Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is de�ermined by the Engineer C7-7 (6) � � � '9 � � � .., � .�, ..+ .., � �.. � ' � � any, which is to be furnished by the City. When such extra � compensation is claimed a written statement thereof shall be �j presented by the Cor�tractor to the Engimeer an.d 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 or,ders given by the Engineers to stop work, or by the performance of extra work, or by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application �! for which shall, however, be subject to the approval ot the ,� City Council; and no such extension of time shall release the Contractor or the surety on his performance bond fr�om all his .,� obligations hereunder which shall remain in full force until � the discharge of the contract. C7-7.10 TIME OF COMPLETION: The time of completion is an � essential element of the contract. Each bidder shall 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 o.f completion will � be specified by the City in the Proposal section of the contract documents. The number of days indicated shall be a realistic estimate of the time required to complete the work covered by the specific contract being bid upon. The amount of time so stated by the 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 15,001 to $ 25,000 25,001 to $ 50,000 50,001 to $ 100,000 100,001 to $ 500,000 C7-7 (5) inclusive $ inclusive $ inclusive $ inclusive $ inclusive $ inclusive $ 35.00 45.00 63.00 105.00 154.00 210.00 t b, Substanti�t evidence that progress of the work operations by Contractor is insufFicien� to complete the work within the speciFied tiiae. c, Failure of the Contractor to �rovide and maintain sufEicient labor and equipment to properly execute the working operations. � �� l �..� , � . d. Substanti�l 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. FailurP on the part oP the Contractor to observe� any requirements ot the Contract Documents or to comply with any orders given by the Engineer or Owner provided for in these Contract Aocuments. g. Failure of the Contractor promptly to make good any defect in materials or w�rkmanship, or any defects of any nature the correction of which has been directed in writing by the Engineer or the �wner. h, Substantial evidence of of illegally procuring a fraud on the City in the contract. 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 benef it of any credit�r or for any other purpose. collusion for the purpose contract or perpetrating construction of work under ]. If the Contractor shall for any cause whatsoever not carry on the working operation in an acceptable manner. k• If the Cont.ractor commences legal a�tion against � the Owner. A copy of the suspension order or action of the City Council shall be s�rved on the Contractor's Sureties. When work is susp�nded for any cause or causes, or when the contract is cancelled, the Contractor shall discontinue the work or such part thereoF as the Owner shall designate, whereupon the Sureties may, a� their option, assume the contract or that portion thereoF which the Owner has ordered the Contractor to discontinue, and may perform the same or may, with the written �7-7 (6) � ,..� ,.. �� . r � and no proEit wi1L be allowed. that construction may be resumed. Such reimbursement shall be baaed on actual cost to the Contractor of moving the eq�.zipment .� No rzimbursement shall be allowed if. the equi�men� is mov�d to � another construction project for the City of Fort �Vorth. The Contractor shall not suspend work without written noticP r fr_om the Engineer and shall �roceed with the work operations �r nrornptly when notiEied by the Engineer_ to so resume operations. � � '� � �� 7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY: �Vhenever, because of National Etnergency, so ciecl.ared by the President oE the United States or other �.awful authority, it becomes impossible for the Contractor to ob�ain all oF the necessary labor, materials, and equipment �or the prosecution of. the work with reasonable continuity For a p?riod o� two months, the Contractor shall within seven days no�ify the City in writing, giving a detailed statement oE the efEorts which have been mad� and listing all necessary it�ms of labor, materials, and equip�nent not obt�inable. . If, after investigatioas, the Owner finds that such conditions existing and that the inability oE the Contractor to proceed is not attributable in whole or in part to the fault or cieglect of the Contract, then i.E the Owner cannot after reasonable effort assist the Contractor in procuring and making available the ne�`ssary labor, materials and equipment within tl.lirty days, the Contrac tor may request the Owner to terminatp the coatract and the �wnzr may comply witll the request, and the termination sha11 be conditioned and based upon a Einal settlement mutually acceptable to Uoth thz Owner and the Contractor and final payment shall be made in accordance with the terms of th� agreed se�tlement, which shatl include, but not be limited L-�, the payment for all work executed but no anticipated proPits on work which has not been perform�d. . C7-7.14 SUSPENSION OR ABANDONN��NT OF THE Wn.RK ANn ANNULMENT OF �^ CONTRACT: The work operations on all �oruany portion or section of the work under Contract s'nall be suspended . immediately on written order o� the Engineer or the Cor�tract may be d�clared cancelled by the City Council for any good and � sufficient cause. The tollowing, by way of example, but not oE limitation, may be considered gr�unds �or suspPasion or cancellation: LJ 1 �. F3ilure of the Contractor to commence work operations within the time specified in the Work Order issued by the Owner. r7-7 t7) � � w� been finished and completed, the final inspection made � Engineer, and the final acceptance and final by the the Owner. payment made by • �,, C7-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER: A. NOTICE OF TERMINATION: The performance of the work '` under this contract may be terminated by the Owaer in whole, or from time to time in par�, in � acco�dance with this section, whenever th� Owner " shall determine that such termination is in the � best int�rest o� the Owner. Any suc'n termin�tion �"' shall be effected by mailing a notire oF termination to the Contractor specifying the extent' � to which performancP oF work under tlie contract is terminated, an3 the date upon which such termination becomes effective. Receipt of the �' notice shall be deemed conclusively presumPd and established when the letter is placed in the United � States Mail by the Owner. Further, it shall be ,r" deemed conclusively presumed and established tha� such termina�ion is made with just cause as therein �-� stated; and no prooP in any claim, demand or suit shall be required of the Owner regarding such "� discretionary action. .� B. CONTRACTOR ACTION: After receipt of a notice of . termination, and �except as otherwise directed by the Enginzer, the Contractor shall: 1. Stop work under t�ie contract on the date aad to the extent specified in the notice of termination; . 2. place no further orders or subcontracts �or materials, services or facilities except as � - may be necessary for completion oP 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 of termination; " 4. transfer title to the Owner and deliver in � the manner, at the times, and to the extent, .� iF any, dir�cted by the Engineer; C7-7 (10) i� � � � � � � consent of the Owner, sublet the work or that portion of the � work as taken over, provided however, that the Sureties shall exercise their option, if at all, within two weeks after the '` written notice to discontinue the work has been served upon the Contractor and upon the Sureties or their authorized "� agents. The Sureties, in such event shall assume the �I Contractor's place in all respects, and shall be paid by the Owner for all work performed by them in accordance with the terms of the Contract Documents. All monies remaining due the Contractor at the time of this default shall thereupon become due and payable to the Sureties as the wor}c progresses, � subject to all of the terms of the Contract Documents. " In case the Sureties do not, within the hereinabove speci£ied 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 tor the " purpose of. carrying on the work and to procure other tools, equipment, materials, labor and property £or the completion of "�' the work, and to charge to the account of the Contractor.of �irr said contract expense Eor labor, materials, tools, equipment, and all expenses incidental thereto. The expense so charged shall be deducted by the Owner from such monies as may be due �� or may become due at any time thereafter to the Contractor . under and by virtue of the Contract or any part thereof. The Owner shall not be required to obtain the lowest bid for the � work completing the contract, but the expense to be deducted shall be the actual cost of the owner of such work. In case such expenses shall exceed the amount which would have been payable under the Contract if the same had been completed by the Contractor, then the Contractor and his Sureties shall pay the amount of such excess to the City on notice frQm 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 tulfilled, 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) � , �. AMOUNTS: Subject to the p.rovisions oE Ite�n �� C7-7.16(C), the Contractor and Owner may agree upon �'° the whole or any Part oF the amount or amounts to be paid to the Contractor by reason of_ the total or partial termination of work pursuant hereto; provided, that such agreed amount or amounts shall never exceed the total contract urice as reduced by � the amount of payments otherwise made and as further reduced by the contract price of work not '� terminated. The contract shall be amended accordingly, and the Cont.ractor shall be paid the � agreed amount�. No amount shall be due Por lost or � anticinated profits. Nothing in C7-7.16(E) hereaFter, prescribing the amount to be -'" paid to the , Contractor in the event of failure oF the Contractor by reason of the t�rmination of work �� pursu�nt to this section, shall be dezmed to limit, -� restrict or otherwise determine or affect the amount or amounts which may be agreed upon to be �'"� paid to the iontractor pursuant to this paragra�h. �; E. FAILURE TO AGREE: In the event of the failure oP the Contractor and the Owner to agree as provided ,� in C7-7.16 (D) upon the whole amount to be paid to � the Contractor by reason of the termination of work pursuant to this section the Owner shall determine, "� on the basis of information available to it, the ,,; amount, if any, due to the Contractor by reason of the termination and shall pay to the iontractor the r� amounts determined. No amount shall be due for lost or anticipated profits. F. DEDUCTIONS: In arriving at the amount due the contractor under this section, there shall be deducted (a) all unliquidated advance or other payments on account theretofore made to the Contractor, applicable to the terminated portion of this contract; (b) any claim which the Owner may hav� against the Contractor in connection with this contract; and (c) the agreed �rice 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 Qartial, prior to the settlement of the terminated portion of this contract, the Contractor may file with the Engineer a request in writing E�r an C7-7 (12) '� .,.� � ,-..� � 1 � � � 5. � a. the fabricated or unfabricated parts, work in process, completed work, supplies and other ma�erial produced as a part of, or acquired in connection with the performance of, the work terminated by the notice of termination; and . b, the 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. complete as shall notice of performance of such part of the work not have been terminated by the � termination; and 6. take such action as may be necessary, or as the Engineer may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the Owner has or may acquire the rest. � At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the Engineer a list, certified as to quantity and � guality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by the Engineer. Not later than 15 days �� thereafter, the Owner shall accept title to such items provided, that the list submitted shall be � subject to verification by the Engineer upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the �"" list as submitted, shall be made prior to final � settlement. � � L`9 � � 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) 1 � � � 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 of termination), such equitable ,�, adjustment as may be agreed upon shall be made in such price or prices; nothing contained herein, � however, shall limit the right of the Owner and the Contractor to agree upon the amount or amounts to � be paid to the Contractor for the completion of the continued portion of the contract when said contract does not contain an established contract �, price for such continued portion. �. � H. NO LIMITATION OF RIGATS: Nothing contained in this section shall limit or alter the rights which the Owner may have for termination of this contract under C7-7.14 hereof entitled "Suspension of Abandonment of the work and Amendment of Contract" or any other right which Owner may have for def ault or breach of contract by Contractor. � C7-7.17 SAFETY METHODS AND PRACTICES: The Contractor shall be responsible for initia�ing, maintaining, and supervising all saf ety precautions and programs in connection with the work at all times and shall assume all responsibilities for their enforcement. The Contractor shall comply with federal, state, and local �laws, ordinances, and regulations so as to protect person and � property f rom injury, including death, or damage in connection with the work. ' 1 1 � C7-7 (13) 1 � 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 oP suspension or discontinuance of such prosecution oE the working operations as herein speci£ied, or any and all infringements of patents, trademarks, copyrights, or other legal reservations, aad for compteteing the work in an acceptaAle manner according to �he terms o� the Contract nocuments. The payment of any current or nartial estimate prior to tinal ,� acceptance of the work by the Owner shall in 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 replace at his , � own.and proper expense any deFects or imperFections in the cons'truction or in the strength or quality of the matArial I used or equipment or machinery furnished in or about the ,� construction of the work under con�ract and its appurtenances, or any dacnage due or attributed to such defects, which �� defects, imperfection, or damage shall hav� been discovered on ' or before the final inspection and acceptance of work or '� during the one year guaranty period after final acceptance. The Owner shall be the sole judge �E such defects, �� imper�ections, or damage, and the Contractor shall be liable to the Owner Eor failure to correct the sa;ne as provided herein. r.� C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Between the lst and '� 5th day of each month the Contractor shall submit to the Engineer a statement showing an es�imate of the value of the ', work done during the previous month, or estimate period under the Contract Documents. Not later than the lOth day of the month the Engineer shall verify such estimate, and if it is � found to be acceptable and the value of work performed since the.last partial � payment was made exceeds one hundred dollars ($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-fiv� (25) days aFt�r the regular Pstimate period. ''� The City will have the option of preparing estimates on Forms furnished by the City. The partial estimate may include � acceptable nonperishable matprials 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 thereo.f.).The Contractor shall '^ furnish the Engineer such information as he may request to aid ,. C8-8 (2) ".y �I , .� � 1 r, � 1 PART C - GENERAL CONDITTONS C8-8 MEASUREMENT AND PAYMENT SECTION C8-8 MEASUREMENT AND PAYMENT C8-8.1 MEASUREMENT OF QUANTITIES: The determination of � quantities of work perFormed by the C�ntractor and authorized by the Contract Documents acceptably completed under the terms of the Contract Documents shall be made b the En on measurements made b the En Y 4ineer, based � be made according to the United1States StandardSMeasurements " used in common prac tice, and will be the actual length, area, � solid contents, numbers, and weights of the materials and items installed. � C8-8.2 UNIT PRICES: When in the Proposal a"Unit Price" is set forth, the said "Unit Price" shall include the £urnishing � by the Contractor of all labor, tools, materials, machiner equipment, appliances and appurtenances necessary for the � construction of and the completion in a manner acceptable to the Engineer of all work to be done under these Contract 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 � forth, the said "Lump Sum" shall represent the total cost for the Contractor to furnish all labor, tools, materials, machinery, equipment, appurtenances, and all subsidary work �,,, necessary f or the construction and completion of all the work � to provide a compl�te and functional item as detailed in the Special Contract Documents and/or Plans. '�j C8-8.4 SCOPE OF PAYMENT: The Contractor shall receive and I� accept the compensation, as herein provided, in full payment Por furnishing all labor, tools, materials, and incidentals � for performing all work contemplated and embraced under these Contract Doc uments, for all loss and damage arising out of the nature of the work or from the action of the elements, f or any unforeseen defects or obstructions which may arise or be ' encountered during the prosecution of the work at any time � C8-8 (1) ' The a��ount of the f inal estimate, less previous payments and �^�} any sum that have been deducted or retained under the provisions oF the Contrac� Documents, wi11 be paid to the Contractor within 60 days aFter final acceptance by the Owner �� on a proper resolution of the City Council, provided the t� Contractor has furnished to the Owner satisfactory evidence of payment as follows: Prior to submission of the final estimate ' for payment, the Contractor shall execute an aff'idavit, as .� £-urnished by the City, certiFying that all persons, firms, associations, corporations, or otiler organizations furnishing F�� labor and/or materials have been paid in full, that the wage .� scale established by the City �ouncil in the City of For� Worth has been paid, and that there are no claims pending for personal injury anc3/or property damages. "� The acceptance.by the Contractor of the last or final payment � � as a:foresaid shall operate as and shall rel�ase the Owner from ""'j all claims or Iiabilities under the Contract for anything done or furnished or r�lating to the work under Contract Documents � or any act or neglect oE said City relating �o or connected with the Contract. "� � .r1 The making of the final payment by the Owner 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 tha� the Owner �•, believes it has employed competent Engineers and design�rs to � prepare the Contract Documents and all modifications o£ the a�proved Contract Documents. It is, therefore, agreed that the Owner shall be respon.sible for the adequacy of its own �' design Eeatures, sufficiency o£ the Contract Documents, the saFety oE the structure, and the practicability of the operations of the completed project, provided the Contractor � has complied with the requirements of the said Contract Documents all a � , pproved modifications thereof, and additions and alterations there�o approved in writing by the Owner. The burden of proof of such complianc� shall be upon the �ryl Contractor to show that he has complied with the said �+ requirements of the Contract Documents, approved modifications therPof, and all approved additi�ns and alterations thereto. "' C8-8.10 GENERAL GUARANTY: Neither the final certificate of payment nor any provision in the Contract Oocuments nor partial or entire occupancy �r use of the premises by the F Owner shall constitute an acceptance oF work not done in � accordance with the Contract Documents or relieve the Contractor of liability in respect to any express warranties '1 or responsibility for faulty matPrials or workmanship. The � Contractor shalt remedy any defects or damages in the work and C8-8 (4) , .� � � � � "� � � � � � � � � ' him as a guide in the veriEication or the preparation oF partial estimatPs. It is understood that the partial estima�e £rom month to month will be approximate only, and all partial monthly estima�es and payment will be subject to correction in the estimate rendered following the discovery of an error in any_ previous estimate,and such estimat�� shall not, in any resp�c�, be taken as an admission of the Owner oE tiZe amount of_ w��rk 3one or of its quality of sufEiciency, or as an acceptance of the work do�ne or the release oF the Contractor of any oE 'nis responsibilitiPs under the Contr3ct Documen�s. The City reservPs the right to withhold the payment oE any monthly estimate if the contractor fails to p�rform the �aork strictly in accordance with the speci�ica�ions 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 oF the const.ruction operations is not in accordance with the requirements of the Contract Docume.ats. C8-8.7 FINAL ACCEPTANCE: Whenevsr the improvements.provided For by the Contract Documents sh�ll have been completed and all requir�ments oF the Contract Documents shall have been fulfilled on the part of the Contractor, the Contractor shall notify the Engineer in writing that the improvements are ready £or the finat 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 satisfactory, in an acceptable condition, an�d has been complet�d ia accordance_ with the terms of the Contract Documents and all approved modiEications thereo.E, the Engineer will initiate the processing of the final estimate and recommend final acceptance oF the project and final payment thereEor as outlined in C8-8.8 below. C8-8.8 FINAL PAYMENT: Whenev�r all the impr�vements provid�d for by the Contract nocuments and all approved modifications thereoE shall have been completed and all requir�ments of the Contract Documents have been fulfilled on the part of the Contractor, a final estimate showing the value of the work will be prepared by the Engineer as soon as the necessary measurements, computations, and checks can be made. All prior estimates upon which paymen� has been made are subject to necessary corrections or r�visions in the Pinal payment. ' C8-8 (3) LJ � � � � a for an dama e t P Y Y g o other work resulting theretrom whi.ch, shall appear within a period of one year from the date o£ � final acceptance of the work unless a longer period is � specified andshall furnish a good and sufEicient maintenance bond in the amount of 100 percent of the amount of the � contract which shall assure the perPormance of the general �� guaranty as above outline. The Owner will give notice of observed defects with reasonable promptness. - � � � � 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 o.f which shall be included in the price bid in the Proposal, for each bid item. Surface restoration, rock excavation and cleanup are general itzms of work which fall in the category of subsidiary work. C8-$.12 MISCELLANEOUS PLACEMENT OF MATERIAL: Material may be allocated under various bid items in th-s 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 mat?rial will be made For only that amount of material used, measured to the nearest one-tenth unit. Payment for miscellaneous placement of matzrial shall be in accordance with the General Contract Dacuments regardless of the actual amount used for the project. C8-8.13 RECORD DOCUMENTS: Contractor shall keep on record a � copy of all specifications, plans, addenda, modifications, shop drawings and samples at the site, in good order and annotated to show all changes made during the construction � process. These shall be delivered to Engineer upon completion of the work. ' ' ' ' � C8-8 (S) 1 �i � � � SECTION Cl SUPPLET�ENTARY CONDITIONS TO SECTION C � � � �� . �� '� SECTION Cl: SUPPLEMENTARY CONDITIONS TO PART C- GENERAL CONDITIONS � A. General ' These Supplementary Conditions amend or supplement the General Conditions of the Contract and other provisions of the Contract Documents as indicated below. Provisions � which are not so amended or supplemented remain in full force and affect. B. C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE: Page C3-3 (1), should be deleted in its entirety and replaced with the following: r � � Upon request, Contractor agrees to provide to Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Woman Business Enteiprise (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 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 �vill result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three (3) years. � C. C3-3.7 BONDS: Page C3-3 (3), the paragraph after subparagraph d. Change the paragraph to read as follows: � "No sureties will be accepted by the owner which are at the time in default or delinquent ' on any bonds or which are interested in any litigation against the Owner. All bonds shall be made on the forms furnished by the Owner and the surety shall be acceptable to the �, owner. In order for a surety to be acceptable to the City, (1) the name of the surety shall be included on the current U.S. Treasury List of Acceptable Sureties {Circular 870}, or � (2) the surety must have capital and surplus equal to ten times the amount of the bond. The surety must be licensed to business in the state of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list or one-tenth (1/10) of the total �'" capital and surplus. If reinsurance is required, the company writing the reinsurance must be authorized, accredited or trusteed to do business in Texas." D. CS-8.5 PARTIAL ESTIMATES AND RETAINAGE: Page C8-8 (2), should be deleted in � its entirety and replaced with the following: Partial pay estimates shall be submitted by the Contractor or prepared by the City on the � Sth day and 20th day of each month that the work is in progress. The estimate shall be proceeded by the City on the lOth day and 25th day respectively. Estimates will be paid within 25 days following the end of the estimate period, less the appropriate retainage as �' set out below. Partial pay estimates may include acceptable nonperishable materials delivered to the work place which are to be incorporated into the work as a permanent � Revised Pg.l 6/04/99 � � � � part thereof, but which at the time of the pay estimate have not been so installed. If such materials are included within a pay estimate, payment shall be based upon 85% of the net voice value thereof. The Contractor will furnish the Engineer such information as may be reasonably requested to aid in the verification or the preparation of the pay estimate. For contracts of less than $400,000 at the time of execution, retainage shall be ten per � cent (10%). For contracts of $400,000 or more at the time of execution, retainage shall be five percent (5%). ' Contractor shall pay subcontractors in accord with the subcontract agreement within five (5) business days after receipt by Contractor of the payment by City. Contractor's failure to make the required payments to subcontractors will authorize the City to withhold � future payrnents from the Contractor until compliance with this paragraph is � accomplished. � It is understood that the partial pay estimates will be approximate only, and all partial pay estimates and payment of same will be subject to correction in the estimate rendered following the discovery of the mistake in any previous estim�te. Partial payment by ' Owner for the amount of work done or of its quality or sufficiency or acceptance of the work done; shall not release the Contractor of any of its responsibilities under the Contract Documents. � ' E. t F. ' G. The City reserves the right to withhold the payment of any partial estimate if the Contractor fails to perform the work in strict accordance with the specifications or other provisions of this contract. C3-3.11 INSUR.ANCE: Page C3-3 (5): Delete subparagraph "a. COMPENSATION INSURANCE" C3-3.11 INSURANCE: Page C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR INSURANCE AND BONDING" 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 �+ far property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its � officers, agents, employees, subcontractors, licensees or invitees, whether or not anv such iniurv, dama�e or death is caused, in whole or in nart, bv the neQliPence or alle�ed neQli�ence of Owner, its officers, servants, or emnlovees. Contractor likewise � covenants and agrees to indemnify and hold hannless 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, whether or not anv such iniury or damage is caused in whole or in part bv tlie ne�li,�ence or alle�ed ne�li�ence of Owner, its officers, servants �1 � Revised 6/04/99 � Pg. 2 � 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 andlor 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. Revised Pg. � 6/04/99 D 0 �� 0 � �a 0 0 � 0 a 0 .0 � �� D ,� a 0 PART D Special Conditz'ons Details �� I � 4 � ��`� � � � �] �l � L�J � � CI u L"'J L�1 ��l !J l�"1 PART D - SPEClAL �C)�QITIQN� D-1 AWARD OF CONTRACT ....................................................................................... SC-3 D-2 SUBMISSION OF CONTRACT DOCUMENTS ...................................................... SC-3 D-3 GENERAL............a .................................................................................................. 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 ABAND-ONMENT .................................................................................. SC-6 D-10 BREAKDOWN OF BID PROPOSAL ...................................................................... SC-6 D-11 OMIT ...................................................................................................................... SC-6 D-12 CONTRACTOR COMPLIANC� WITH WORKER'S COMPENSATION LAW ......... SC-7 D-13 MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE)COMPLIANCE... SC-9 D-14 CALENDAR DAY ..................................................................................................SC-11 D-15 Sl'JBSIDIARY WORK .............................................................................•...............SC-11 D-16 WAGE RATES ......................................................................................................SC-11 D-17 EASEMENTS AND PERMITS ..........................................................................:....SC-12 D-18 COORDINATION WITH FORT WORTH V1(ATER DEPARTMENT ......................:.SC-13 D-19 DAMAGE TO PRIVATE PROPERTY ...........................e........................................SC-13 D-20 SHOP DRA�11/INGS ...............................................................................................SC-13 D-21 CROSSING OF EXISTING UTILITIES ..................................................................SC-14 Q-22 EXISTING UTILITIES AND IMPROVEMENTS ......................................................SC-14 D-23 CONSTRUCTION TRAFFIC OVER PIPELINES ...................................................SC-15 D-24 TRAFFIC CONTROL .............................................................................................SC-15 D-25 PAYMENT .............................................................................................................SC-16 D-26 DELAYS ................................................................................................................SC-16 D-27 DETOURS ............................................................................................................SC-16 D-28 BARRICADES AND WARNING SIGNS ................................................................SC-16 D-29 EXAMINATION �F SIT� .......................................................................................SC-16 D-30 ZONING COMPLIANCE ........................................................................................SC-17 D-31 °V1IATER FOR CONSTRUCTION ...:.......................................................................SC-17 D-32 WASTE MATERIAL .....................................................:........................................SC-17 D-33 CLEANUP FOR FINAL ACCEPTANCE .................................................................SC-17 D-34 PROPERTY ACCESS ......................................... ..............................................SC-17 D-35 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK ..........................SC-17 D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES .....................SC-17 D-37 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS .............................SC-18 D-38 SANITARY�FACILITIES FOR WORKERS .............................................................SC-19 D-39 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ........................SC-19 D-40 � RIGHT TO AUDIT .................................................................................................SC-19 D-41 INCREASE OR DECREASE IN QUANTITIES ......................................................SC-19 D-42 CUTTING OF CONCRETE ...................................................................................SG20 D-43 PROJECT DESIGNATION SIGN ..........................................................................SG20 D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT ...............................SC-21 D-45 MISCELLANEOUS PLACEMENT OF MATERIAL .................................................SC-21 D-46 TYPE "C" BACKFfLL .............................................................................................SC-21 D-47 CRUSHED LIMESTONE BACKFILL .....................................................................SC-21 D-48 2:27 CONCRETE ..................................................................................................SG22 D-49 TRENCH EXCAVATION, BACKFILL AND COMPACTION ...................................SC-22 D-50 PAVEMENT REPAIR (E2-19) ...............................................................................SC-23 oa��ss SC-1 C #� � LS� !J ��l � � lRJ � C ul �'J �sJ �� I'� l� PART D - SFEGIAL GQNQITIQNS D-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY...SC-24 D-52 SANITARY SEWER MANHOLES .........:...............................................................SC-25 D-53 SANITARY SEWER SERVICES ...........................................................................SC-28 D-�4 NOT k1SED .....................................,.....................................................................SC-28 D-55 REMOVAL, SALVAGE AND ABANDONMENT OF EXISTING FACILITIES..........SC-28 D-56 DETECTABLE WARNING TAPES ........................................................................SC-30 D-57 PIPE CLEANING ...................................................................................................SC-31 D-58 BARRICADES, WARNINGS AND FLAGMEN .......................................................SC-31 D-59 DISPOSAL OF SPO�L/FILL MATERIAL ................................................................SC-31 D-60 MECHANICS AND MATERIALMEN'S LIEN ..................................................:.......SG31 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, PLANT�'S 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 NPE 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 AD,lUST 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 D-81 SPRINKLING FOR DUST CONTROL ...................................................................SC-54 D-82 DEWATERING ......................................................................................................SC-54 D-83 TRENCH EXCAVATION FOR DEEP TRENCHES ................................................SC-54 D-84 TREE PRUNING ......................................................................................:............SC-54 D-85 TREE REMOVAL ..................................................................................................SC-55 D-86 TEST HOLES � ......................................................................................................SC-56 os��ss SC-2 L•l � i � - ' - � � � � � 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 emergencie Project schedule which must reflect a project com�letion date to completion time period stipulated in the proposal section. �� ,� � S � abe determined by the The pre-construction conference is intended as a foru�n between the contractor and the appropriate City staff to go over the project in'detail and to a�ford the contractor the opportunity to submit all the required documents listed abov�. 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 accumula�e. __ _ ___ _ - -- —.--_ _- --_ - T,-�_ - _ - . _ --_- -- ----- ---------. --- —_____�_ . _ � __._ _ _ _ .. _ - --� __. _ __ _ __.—._ _ 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 Engineei`� shall generally, but not necessarily, follow the guidelines listed below: 1. Plans 2. Contract Documents 3. Special Conditions � The following Special Conditions shall be applicable to tE�is .project and shall govem 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 da,te 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 �auses. 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 Cdhtractor begins any construction work authorized by the City. Contract, if awarded, shall be as d�scribed in °Award of Contract" above. � a � � � � r�1 �� Subject to modifications as herein contained� the Fort Worth Water �epartment's General Contract Documents and General Specifications, with la�est revisions, are made a part of the General Contract Documents for this project^The Plans, these Special Contract Documents and �__� the rules, regulations,n,requirements, instructions, drawings or details referred to by manufacturers y __ name, or "identification include therein as specifying, ,referring'or implying product control� a performance, quality, or other shall be binding upon tiie contractor. The specifications and drawings shall be considered cooperative; therefore, wor�c or material called for by one and not shown or mentioned in �the other shall be accomplishe� or fumished in a faithful manner as though required by all. � � Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre- � qualified with the Water Depa�tment to perform such work in accordance with procedures oei��s SC-4 ` � �� L*J � PART D - SPE�IAL C4NDITIONS FOR: MAIN-BR AND MAIN 279 DRAINAGE AREA SANITARY SEWER SYSTEM . (GRO.uP 7F CONTRRCT :a ),..PART:4 _ ._ ._._ ___ _ ... FORT WORTH, TEXAS UNIT 1 DC�E PROJECT NO. 2475 UNIT 2 DOE PROJECT NO. 258� -� UNIT 3 DOE PROJE,�T NO. 2583 � SEWER PROJECT NO. PS58-070580410060 � 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 prolect, 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� �'^� a� separate� projecr each with- arr individual -M//�JVVBE �specificatior��and-� proposal-sectiom—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 m�de, shall be to the responsive low bidder - for each individual unit. If a contractor is the responsive low bidder onwtwo units or more, a single set of contract documents consisting of�all applicable units will be created and`one single award 0 of contract shall be made. The Contractor shall comply with the City's M/WBE Ordinance on each unit. Bidders shall submit individual and separate monthly M/WBE reports for each Unit incladed-irrthe-E�,,La�l. � � .��. ., � :.:�- 0 C C � � LI �' l�� 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 documents to the Department of Engineering within ten (10) working days after notification by the City. A Pre-Construction meeting date will be established and noted in the Letter to Contractor. The effective work order date will be set at the pre-construction conference. The contractor(s) shall be required to start construction on the project no later than ten (10) calendar working days after the pre-construction meeting date: The City shafl begin to charge time on the project to the contractor eleven days after the pre-construction meeting date. PerCity-ardinanc�-1�1�923; th�contractor(s�)-shalt-sabmit-th�letters-ofintent-or-a�-copy-of-the��-` agreements with the approved M/WBE subcontractor(s) at or before the pre-construction conference. Tq expedite M/WBE compliance contractors are strongly encouraged to submit the executed letters of intent (with M/WBE subcontractors) at the time of submittal of the UTILIZATION FORM or GOOD FAITH EFFORT FORM. The letter(s) must be signed by both parties. If the cor�tractor(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 abo�e. Additional submittals at time of pre-c�nstruction meeting shall include (but not limited to): ao�,�9 sc_3 — - — ------ - _ _ — ----- - _ _ _ _ - - --- _ _ _ � ... ,..... _....�... PART D - SPECIAL GQNDITIO�NS .., ; � 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. PS58-070580410060 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 os��ss SC-6 �- � � � � �i] � � � I� F�-;�T G - SFcGI�G(�IuI�IGf�tS described in the current Fort Worth Water Departmer�t ,Generai Specifications, which general specifications shall,goverrr performar�ce of a(I such work. : _ _ _ This cantract and project, whe�e applicable, may also be govemed by the two following published specifications� except as modified by these Special Provisions: 1. STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCT'ION - CITY OF FORT WORTH 2. STANDARD SPECIFICATIONS FOR P.UBUC WORKS CONSTRUCTION - NORTHM CENTRAL TEXAS A copy of either of these specifications may be purchased at the office of the Transportation and � Public Works Director, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas 76102. ; The specifi,cations applicable.to each �ay 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 a"� LL-those of the"Fort Worth-document rather than Division 1-oftt�e Kfotth C€r�tr�I�T`ex�s-document. � � � :O� 0 L' L' Bidders stlall not separate, detacti or remove any portion, segment or sheets from, the contract document at any_time. Failure to bid orwfully 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. IN i tKi�rct i�1TION AND PREPARATION OF PROPOSAL: A. DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, - ac�ompanied by iis� 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 p�oper 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 proposa( 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 Pur�hasing 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 a 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 albud, `the proposals for which non-consideration requests have been properly filed may,_at the option of the Owner be retumed unopened. � � �� O C. TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the Purchasing Manager prior to the said 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 b�dder 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. 08/13/g9 SC-5 � � NAK I U-�I-'tl:lHL C;UNUI I 1�1V�5 F. The contractor shall retain all reqVired cer`tificates of coverage fbf the duration of the project and for one yeac thereafter. ` � Y-_ G. The contractor shall notify the govemmental entity in writing by certified mail or personal �� delivery, within ten (10) days after the contractor knew oF should have known„ of any change that materially affects the provision of coverage of any person providing seniices-on the� - project. H. The contractor shall post on each, project site a notice, in the text, form and rl�anner prescribed by the Texas Worker's Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a..�person may verify coverage and report lack of coverage. '° I. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: -`---'�" 1.�"P'�rovide coverage; �based on "p�oper �eporting on c(a';ssifica�ion �codes �and pay�oll amountis �� - and filing of any coverage agreements, which meets the statutory requirements of Texas . Labor Code, Sectiorl .401.011(44) folr all oi 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 proje�t, a certificate of coverage showing that coverage is being provided fbr all employees" of the person providing services on the project, for the duration of`�he project;. �-�-�.� �� 3. Provide the Contractor, prior to the end of the �overage period, a new certificate of coverage �showing� extension of coverage, if the coverage period shown�on th� current 'certificate of coverage ends during the duration of tF�e project; 4. Obtain from each other person with whom it contracts, and provide to the Contractor: a.) A certificate ofi� coverage, pitior to the other person beginhing w�rk �h th� project; and b.) A new certificate of coverage showing extension of coverage, prior to the end of the 'coverage petiod, if the coverage period show�t"• 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. D � � � � 6. Notify the�ovemmental entity in writing by ce�ti_fied mail _or personal deliv_ery, 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 a 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 praviding services. 8. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the govemm�ntal entity that all employees of the oa�i�ss SC-8 � � � L�1 l_J �� _ — a ZR� ` � � ` . � D-12 CONTRACTOR COMPLIANCE-WITH WORKER'S=COMPENSATION-L:AW: �_ _ �__ � � � � � � � �.o� r 3 � LJ A. Definition$: ' 1. Certification of coverage ("certificate"). A copy of a certificate of insurance, a cer#ificate of authority to self-insure issued by the commission, or a coverage agreement (l1NCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insur�nce coverage for the person's or entity's employees providing services on a project, fot the duration of the project. , 2. Duration of the project - includes �he time from the beginning of the wor{c on the project until the contractor's/person's work on the project has been completed and accepted by the�gover�mental 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 undertal�en to pe�oRri-orr�t�ie-projecf;�°�regardless of`whether'tlia�-person contracfed�irectTy with the �� -�-�'�- contractor and regardless .of whether that pe�son has employees. This includes, without � limitation, independent contractors, subcontractors, leasing. companies, �notor carriers, .ow�ier operators, employees of any such entity, or employees of any entity which fumishes persons io 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/bev�rage vendors, oifice supply deliveries, and delivery of portable toilets. . B. The Contractor shal! 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 mwst provide a certificat� of coverage to the governmental entity prior to being awarded the contract. aD. If the coverage period shown on the contracto�'s cuRent certificate of covera�e ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a � new certificate of coverage with the govemmental entity showing that coverage has been extended. E. The Contractor shall obtain from each person providing services on a project, and provide the govemmental entity: � � a� a4� 1. A certificate of coverage, `prior to that person beginning work', ori the project, so the govemmental entity will have vn file certificates of coverage showing coverage for all persons providing senrices on the project; and 2. No later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 08H3/99 SC_7 .r_ :ai:a.��r_��:��ir» ��►ti commissior� of fraud by the Contractor wiil be grounds for termination of the contract and/or initiating action under appropnate� federaf, state, or Cocal� laws� or. ordinances refating to false statement. Further, �any-such- misrepresentation (other,,-- ha�r a- negligent-misrepresentatiorr)- .and/or commission of fraud will result in the Contractor beirf� determined to be irresponsible and barred from participating in City work for a period of time of .�ot less than three years. The City will consider the contractor's performance regarding its Ml'WBE program� in� the evaluation of bids. ,Failure to comply with the City's M/WBE Ordinance, or to demonstrate "good faith effo�t", shall result in a bid being rendered non-responsive to specifications. � �Contractor shall provide copies of subcontracts or co-si�gned letters of intent with approved M/WBE subcontractors prior to issuance of the Notice to Proceed. Contractor shall also provi�ie monthly reports oh utilization of the subcontractors to the City's M/V1�BE office. The Contractor may count first and second tie� subcontra�tors and/or suppliers toward meeting the goals. The �Contractor may count toward its goal a po�tion of the total dollar amount of the _ contract with a joint venture_ equal to_the percentage_of�the M1WBE�articipation_in theyioint�._ ��" veniur'e for a clea�ly defined portion of'the work to�be performed.-i4ffM/WBE�confracto�syused�in meeting the goals must� be certified prior to the award of th� Contract. The M/WBE contractor(s) _ must be�certified by either the No�th Central Texas Regio�al.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. 7he Contra�tor shall contact all such M/WBE sub'contractors or suppliers prior to listing them on the M/WBE utilization or good faith effort forms� as applicable. Failure to�contact the listed M/VVBE subcontractor or supplier priar to bid opening may result in the rejection of bid as non-responsive. ' !l '� � � � � _ _� _--:'.� Whenever a change order affects the work of an M/WBE �ubcontractor or supplier� the M/WBE -�.� --- - shall be given�an opportunity to perform. the work. Whene�er a change order exceeds,10% of the �-� - original contract, the M/WBE coordinator shall deteRnine the goals applicable to the work'to be pertormed under the change order. During the term of the contract the contract shall: 1. Make no unjustified changesj or deletions� in itis M/WB� participation commitments submitted with or subsequent to the bid� and, 2. �f 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 Qr purchase orders are let, and shall be required to comply with modifications to goals as determined by the City, and , � � C�� ` 3�Submit a REQUEST FOR APPROVAL OF CHANGE FORMLif the contractor desires to _,� change or delete any of the MNVBE subcontractor� or suppliers. Justification for change _ ___ �may be granted for the following: ~ a. Failure of Subcontractor to provide evidence of coverage by Worker's Compensation In�urance. �� , b. Failure of Subcontractor to provide required general liability of other insurance. � oa��ss SC-10 � u � � � 0 � L�'J u LJ � � ,a,� �� .... � �. . ��` i contractor who� will provide �servic�s on the project will be covered by worker's compensation coverage for the.duration-of�the project; °ifiat the coverage will be_based,:on proper reporting-of-~classification� codes and- payroll� amounts;- and--that- all—coverag�--- agreements will 6e filed with the appropriate insurance carrier or, in the case of a self- insured, with the commission's Division of Self-Insurance Regulation. Providing false or misleading information .,may subject the contractor to administrative, criminal, civil penalties or other civil actions. � 9. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the '�ovemmental entity to declare the contract void if the contractor does not remedy the breach within 'ten days aft�'r receipt of notice of breach firom the govemmental entity. J. The contract�r 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 __ cuRent cover�e and wre�ort_ failure to_ provide _coverage. This notice does not satisfy other ___ `�-po'sting requi�ernenfs irriposed � by ythe-Texas�Wori�cer's� Compensativn 'Act` o� othe� T"exas -� 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. a�d.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 ihis 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 a� employee." � Call the Texas Worker'� Compensation Commission at (512�40-3789 to receive information on the legal requireme'nt for coverage, to verify whether your employer has provided the required coverage; or�td report�an employer's failure to provide coverage". � C � � 'J � D-1'3 MINORIT1( AND VI�OMENS BUS(NESS ENTERPRISE (M/WBE) COMPLIANCE: In accordance with City of For� Worth Ordinance No. 11923, the City of Fort Worth has goals fo� the participation of minority buSiness enterprises and women business enterprises in City contracts. The Ordinance is incorpora�ed in these specifications by reference. A copy of the Ordinance may be obtained from the O�ce�of the City Secretary. Failu�e to comply with the ordinance shall be a material breach of contract. - �-----i-- ---�--- --- - -------------- �The MMIBE UTILIZATIOf� FORM, M/WBE GOALS WAIVER FORM AND GOOD FAITH EFFORT FORM, as applic�ble, �must be submitted within five (5) city business days after bid opening. Failure to comply shall render the bid non-responsive. l�pon request, contractor agrees to provide the City complete and accurate information regarding actual woric performed by a �Minority o� Women Business Enterprise (M/WBE) on the contract and payment thereof. Contractqr fu�ther agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work pertormed by an MBE and/or WBE. The misrepre$entation of acts (other than a negligent misrepresentation) and/or the„ oa�i�s SC-9 � � � _ _ _PART Q_= SPECtaL C�NDITI�NS_ _ _ _ _ CLASSIFICATION RATE CLASSIFICATION POWER EQUIPMENT OPERATORS Asphalt Distributor $8.404 Asphalt Paving Machine $9.053 Broom or Sweeper Operator $7.908 Bulldozer, 150 HP or Less $8.703 Bulldozer, Over 150 HP $9.160 Concrete Paving Curing Mach.$8.213 Concrete Pav Finishing Mach. $9.453 Concrete Paving Form Grader$8.500 Concrete Paving 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-�cy & Over)._ __ _ _- - $10.517 Crushing or Scmg 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 YZ CY or Less) $8.823 Front Ent Loader (Over 2 %2 Cl� $9.311 Hoist (Double Drum & Less) $8.917 Milling Machine Operator $6.650 Mixer (Over 16 CF) $9.000 Mixer (16 CF & Less) $7.913 Mixer - Concrete Paving $9.500 Motor Grader Operator (Fine Grade) $10.346 Motor Grader Operator $9.891 Pavement Marking Machine $6.402 - - � RATE � �' . ,.� Posthole Driller Operator $9.000 Roller, Steel Wheel (Plant-Mix Pavements) $8.339 Roller, Steel Wheel (Flatwheel or Tamping) $7.963 Roller, Pneumatic Self-Pro $7.403 Scraper - 17 CY & Less $8.138 Scraper - Over 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-Dril�, Boring Machine $9.000 Reinforcing Steel Setter (Paving) _ _ _ _-- _ _ $9.218 Reinforcing Steel Setter (Structura!) $11.548 Steel Worker - Structural $16.300 Sign Erector $11.436 Sp�eader 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 - LowboylFloat $9.653 Truck Driver - Transit Mix $7.507 Truck Driver - Winch $8.200 Vibrator Operator $7.000 Welder $10.459 r-, r ,., � �..� .. �., � .. � 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 property. 08/13/99 SC-12 ,r � �' CI �� _ -.-=` � a 0 0 a U LJ a �. � ils�� ' ■1�i�1\ � , c. Failure of Sub�ontractor tp execute a standard subcontract form in the amount of the proposal used �y the Contractor in� preparing his M/V1IBE Participation plan. � d. Default by the M/WBE subcontractor or supplier in the performance of the subcontractor. � -}'�- I Within ten (10) days after final payment from the City, the contractor'shall prbvide the M/WBE- Office wit documentation to reflect final participation of each subcontractor and supplier used on th project, inclusive of M/VVBEs. D=14 CALENDAR DAY: Delete paragraph C1-1.24, in Part C-General Conditions, in its entirety and substituxe the #ollowinc� new paragraph: � I C1-1;.24 Calendar �av: A Calendar day is any.day of the week or month. The Contractor will not be allowe� to work on Sundays or any holidays observed by the City of Fort Worth. ____ T..�._ _ -- - __�--,. _ T ,..--{- - =--- -- - .. � __ _._ _. ._� _ _.^._�.,-� _.,,_ _� __-�. _� _- � .� _ - ._ D-15 SUBSIDIARY WORK: Any and all work specifically govemed by documeritary requirements' for the proj�ct, such as conditions imposed:.by the Plans, the General Contract Documents or .these. Spe�ial Contract Documents, in which no speci�c item. for� bid . has been pro�ided �fo��i� the Proposal, shall be considered as a subsidiary item of work� the cost of which shalf be included in the pri�e bid in the Proposal for each bid item. Surface restoration, remov�l and replacement of fericin�, and cleanup are general,�items of work which fall in the category of subsidiary work. _ � , D-16 WAGE RATES:_Th labor classifications and minimum wage rates set forth herein hav�. been predetermined by � th� City Council of the City of Fort Worth, Texas, in accordance� with statutory requirements� as 4being the prevailing classifications and rates that shall govern on all work performed by the Cqntractor or any Subcontractor on the site of the project covered by these� Contract Document�. In no event shall less than the following rates of wages be paid. (Attached) , C1TY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATE FOR 1995 CLASSIFICATION RATE Air Tool Operator � ' $7.554 Asphalt Raker �, $8.565 Asphalt Shoveler $8.255 Batching Plant Weigher ��$9.371__ _ 4_ Batterboard Setter � $8.920• Carpenter ' $9.447 Concrete Finisher (PAV) $9.345 Concrete Finisher (STRS) I $9.058 Concrete Rubber � $7.733 Electrician $12.761 Flagger $5.598 Form Builder (STRS) � $8.717 08h3/99 SC-11 CLASSIFICATION RATE Form Liner $8.913 Form Setter (Pav & Curb) $8.686 Form Setter (Structures) $8.427 Laborer� Common $6.402� � Laborer, Utility�_� � ��$7.461' �^+ _� Mechanic '$10.658 Oiler $8.698 Servicer $8.104 Piledriver $7.500 Pipelayer $8.509 Blaster $11.333 --PART D---SPECIAL CONDITIOiVS design drawings and/or specifications are discovered, either prior to or after submittais are processed, the design drawings and specifications shafl 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 app�oved 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 ducfile 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. Tfie materiat for sanitary sewer service lines shall be extra strength ca5f 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 worfc 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 constnaction 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 stnactures 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 afl cost incurred for the p�otection 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 Cont�actor shall immediately notify the Owner of the damaged utility or service line. He shall o�v��s SC-14 �, � �-� r -..; � � �� M. � � � �i ,.� -� .� ...y J ...,i � � � � l�J �� F�AI-� l U- SI'EG(AL GUNUI I IUNS The City has attempted to obtain the temporary construction and/or right-of-entry agreements for properties where construc ion activity.�is'necessary orr City owned facilities, such as_�sewer_':lines. or manholes. For location where�the�City was unable to'obtain'the easemen�or right=of=�ntry, it��-�� - T� shall be the Contractor's r�spoY�sibility to obtain the agreement prior to beginning work on subject property. This shall be su�sidiary to the contract. The agreements which the City has obtained are available to the Contr`actor for review by contacting the plan's 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 repfacement on �rivate properly. Contractor shall adhere to all requirements of Paragraph C6-6.10 of the �eneral Contract Documents. The Contractor's attention is directed to the a�reement terms alon' with any special conditidns that may have been imposed on these agreements, by the prope� owners. � The easements and/or private property shall be cleaned up after use and.restored to its original condition or better. In everit additional work room is required by the Contractor, it shall be the Contractor's responsibility_�o obtain written_permission"from the_�roperty owners, involYed _for the__ __ __`__ - T use of ad�difional propeity r�quired.- No additional paymen� will be-allowed fo� this item. � Ll LJ LJ � � � [�� L�. C�� The City h�s obtained the �ecessarytdocumentation 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 �nd shall pay any and all costs associated with 'the permit(s). It is the Contractor's responsibility to provide the required flagmen and/oc provide payment� to the appropriate. railroad/agenc for �all flagmen during constrtaction in railroad/agency right-of-way. Any and all costs associat�d with compliance with permits(s) including payment for flagmen shall be subsidiary` to the projecti price. No additional payment+will be allowed for this item. D'=18 - COORDINATtON WITH FORT WORTH WATER DEPARTMENT: During the construction` of this project, it will be �necessary to deactivate, xfor a period of time, existing lines. The Contractor shall be require� to coordinate with the Water Department to determine the best times for deactivating and activatin� those lin�s. � D-19 DAMAGE TO PRIVIATE PROPERTY: The Contractor shall immediately repair or replace any damage to private proberty, including but not limited to fences, walls, pavement and water and sewer services, at no Gost to the Owner. This shall be subsidiary to the contract and not a separate pay item. i D-20 SHOP DRAWtNG�: 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 d�rawings, layouts, manufacturer's data and material schedules as may be required by the Enginee' for his review. Such review by the Engineer shall include checking for general_ conformance ith the design_ �or�cept_ of _the prolee# and _general _co�nplianr_e with �_ information given in_ the G�neral Contract ,Documents. Indicated action b�r� the ,,Engineer, which T_ may result from his review, shall not constitute concurrence with any deviation from the plans and specifications unless such � eviations are specifically identified by the method described belovV, and further shall not relie�e the Contractor of responsibility for er�ors or omissions in the submitted data. Processed sh�op drawing submittal 'are not change orders. The purpose of submittals, by the ContraGtor, is to demonstrate that the Contractor understands the design concept, and that he der�onstrates his understanding by indicating which equipment and materials he intends to fi�mish and install, and by detailing the fabrication and installation methods he intends to use If deviations, discrepancies or conflicts between submittals and the oa✓��rss � SC-13 �� _ - - - - ___ PART D---SPEGI�L C�NQ�TIONS- - - - _ _ - - __ -.�. 1. The Contractor shall fumish 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 all 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 fumished by the City. When such � --extra compensation is claimed, a written statement thereof shalt 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 �pplication 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, waming and detour signs shall conform to the Standard Specifications "Barriers and Warning and/or Detour Signs," Item 524, and/or as shown on the plans. Construction signing and barricades shall conform with °1980 Texas Manual on Unifo�m 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 constn,iction 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 prepa�ation of the Proposal and all unusual conditions which may give rise to later contingencies should be brought ta the attention of the Owner prior to the submission of the Proposal. 08✓13/99 S(i-� 6 '' � �J "' i - i ' i i � cooperate wiih the Owners of all- iatilities to locate existjng underground facilities and notify the Engineer of any conflicts irt grades and atignment: � Any and�all permanent strt�ctures such as parking lot surFace, fencing, and like structures shall be ,. replaced at no cost to the Gity by material of equal value and quality as that damaged. Q In case it is necessary to, change ror move the property of any �Owner df a public utility, such property shail not be move`,d or interfered' with until ordered to do so by the Engineer. The right is reserved to the owner of �ublic utilities to enter upon the limits of the project for the purpose of o making such changes or repairs of their property that may be made necessary by performance of this contract. I " Q The utility lines and condu�ts shown on the plans are for information only and are not guaranteed by the City of the Enginee'r to be accurate as to extent, location, and depth; they are shown on the plans as the �best information available at fhe time of design, from the owners of the utilities involved and `from evidenc2s found on the ground. �_ _ . _ ----- ,r _.. _ ,: �� ,.� .....� ,__�. . _ --� ,.. _ _ .. ___. � _ _ � _ �-_ =- --- - � � _ - __ -- _�- _ _� : D-23 CONSTRUCTION RAFFIC OVER PIPELINES: It is apparent �that certain construction � vehicles could exceed the load bearing capacity of the pipe under shallow bury condiiions. It will t be the responsibility of th� Contractor to protect both the new line and the existing lines from these possibly excessive Ibads. The Contractor shall not, at any time, cross the ezisting 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. . . , . , fn�locations where it is notipe�-missible to cross thE existing or proposed pipes without additional a,� protection the Contractor may elect to provide additional protection of the pip�s so that more -_ frequent crossings of the, pipes are allowed. It still is, however, the responsibility of the�- - Gontracior to repair any da�nage to the existing or proposed lines, if the darr�age results from any � a phase of his construction o�eration. I � D-24 TRAFFIC CONTR�L: The Gontractor shall be responsible for providing traffic control during the construction of �is project consistent with `the provision set forth in the "1980 Texas Manual on Uniform Traffic ontrol. Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701d O Vemon's Civil Statut�s, pe�tinent sections being Section Nos. 27, 29, 30 and 31. ln addition, the Contractor shall comply witj� City of Fort Worth, Texas, Febr�ary 1979, Traffic Control Handbook Qfor Construction and Maint�nance Work Areas. The Contractor will not rerriove any regulatory sign, �instructional sign, street name sign or other sign which has been erected by the City. If it is determined that a sign must be removed to permit required constructipn, the Contractor shall contacti the Transportation/Public Works `--��--D�partment; Signs"`ar1'd"M��`kings-Division; (Phone Num6er"8T'1=�T00)�-to �emove-the sign-ln�he — O case of�regulat`�ry signs, the Contractor must replace �the �permanent sigri with` a temporary sign meeting the requirements of the above-refefenced manual •and such temporary sign must be� installed prior to the remc�val of the permanent sign. If the temporary sign i� not installed coRectly or if it does not eet the requi�-ed specific�tions, the permanent sign shall be left in � place until the temporary si�n �equirements are met. When constructiorl work is completed to the extent that the permanent sign can be reinstalled� the Contractor shall again contact the Signs and Markings Division to re�nstall the permanent sign and shall leave his temporary sign in place until such reinstallation is cc�mpleted. oa��s � ' SC-15 � l�J _ _ PART �-- SPECIAL CONDITIONS - -- -- -- -- - - 4. The Contractor is required to make arrangements with the Texas Electric Service company for the temporary relocation or raising of high voitage lines at the Contractor'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 Contractor covenants and agrees to indemnify, hold harmless and defend the City, and their officers, agents servants or employees, and/or owners of the units and lot abutting the units in this contract from and against any and all claims for damages or injuries, incfuding death, to any and all persons or property, of whatsoever kind of character, whether �eal or asserted, arising out of or incident to the services relating to the project to be performed by said Contractor, its officers, agents, servants or employees, under the terms and conditions of this Contract, whether or not caused by negligence on the part of the City, or their officers, agents, servants or employees; and said Contractor does hereby covenant and agree to assume all liability and responsibility of City for injuries, claims or suits for damages to any and all persons or property, of whatsoever kind or character, occurring during the term of this agreement and arising out of or by reason of senrice, 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 perFoRnance 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 officers, 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 wo�k 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 wor{c, 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 wor{c 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. 08/13/99 SC-18 - .,,- � . ..�,, � -�, � ,...� ., ,� ..,, � ..� � � � � �I � � ��l l�J I�l � � �� CI �� , � �� O r-�r.-r � - �rc�i,�� cor �� D-30 'ZONING COMPLIANCE: During' the construction of this project, the Contractor shall comply with� present zonin� requirements of the City of Fort Worth �iri the =use of Vacant prop�rty for- storage-purposes. _ _., ,_. _..__ .m _ ._ . _ _ _ ._ ___� � .._ .. _ . D-31 WATER FOR CONSTRUCTtON: Water for constructic�r� wiil be fumished 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 Corftractor at locations approved by�the En�ineer. All material shall be disposed of in such a manner as to present a neat appearance and to not obstruct prop�r drainage or to cause injury to stre�t 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 compieted. No mote than seven days shall elapse after completion of construction before the roadway, righf�of-way, or easement is cieaned up ,to the� satisfaction of the �Engineer. The Contractor shall make a final cleanup of all parts of the work' -befo're acceptance�by-the=Cityx��f-For't Wbrth=or-its��pre�eintativ�: This-cleanUp="sh�IFiiiclude-� removal of all objectionable rocks, pieces of asphalt or concrete and other c�nstruction materials, and in general preparing the site of the work in an orderly manner and �ppearance. �inal acceptance of the completed project work shall be given by the City of Fort Worth Department of Engineering. � '' D-34 PROPERTY AC�ESS: Access to' adjacent property shall be maintained at all times uniess 6therwlse di��t�d-by tt��Eiiylr��er. � ° 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. Q D-36 SAFETI( RESTRICTIONS - WORK NEAR HIGH" VOLTAGE LINES: The following procedures will be followed regarding the subject item on this contract: D 1. A waming sign not less than five inches by seven inches, painted yellow with black "letters that are legible �t twelve feet shall be placed inside and outside vehicles such as cranes, derricics� power shovels, drilling rigs, pile drivers, hoisting equipment or similal- apparatus. a The waming sign shall read �s follows: "WARNING - UNLAWFUL �O 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 insulatirig � ,_ cage-type of guard about the boom or arm, except back hoes or dippers, and insulator ^ -`"links on the"lift�hook connectibns: " - � � �� 3. When necessary to, work within six feet of high voltage electric lines, notification shall be given tMe power company �l'exas Utility Electric) who will erect temporary mechanical bamers, 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. o8✓t�s SC-17 ----- -- ---- P-AR-T Q- SPECIAL-CONDtT-!C� -NS- �- �, When the quantity of the work to be done or materials to be furnished under any pay item of the �, contract is more than 125% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either parly 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°/a 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 wifl 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 �atable 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 oa�1�s9 $C-20 9 .J J � a ..:_ . . . .. ., D 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 Q Contractor be made. At the expiration of the six-month period, fhe 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. �J �� The Director may, if he deems it appropriate, refuse� to accept bids on other Department of Engineering contract work�firom a, Contractor against whom a claim for damages is outstanding as a result of work perFormed under a City contra�t 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 this requirement • - - - ___D-39.__LEGaL_�2ELATlONS. AND I�ESPpNSI�ILITIES� T0--TH� �P4JBL�C;—The� Gor�tra�tor'�-•__ _, �_ particular attention is directed to the requirements of Item C-6-6, "Legal Relations and Responsibilities to the Public" of the FQrt Worth General Conditions. . � D-40 R HT TO AUDIT:- - �� 1� � :l.l; � •' 0 � f�J � A. Contractor agrees that the City shall, until the expiration of three (3) years after final payment ! �nde�tGi�coatGac�.k�av_e_access--.io-and-t�ie-pght-to-exacniq�and-phatoco��an�dice�tl!� 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 wo�lcing hours to alf 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. �'he City shall give Contractor reasonabl�,,,advance notice of intended aud�ts. B. Contractor further• agrees to include in all its subcontracts �hereunder. a provision to the effect that the subcontractor agrees that the City shall, under the expiration of three (3) years after °final payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subcontractor, involving transactions to the subcontract, and further, that City shall have access during normal working hours to all subcontr�actor facilities, and shall be provided adequate and appropriate work space, in ord�r 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 audit$. � , C�. Contra�tor and subcontractor agree to photocopy such documents as may be requested by � _the-.City� �h�City_agrees-tareimburs�Contracto�fo�the cost-of-copies-as.follows;--- - a 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 1N�QUANTITIES: The quantities shown in the proposa! are 'approximate. It is the Contractor's sole responsibility to verify all pay item quantities prior to submitting a bid. os��s SC-19 ''' : � ' � • \ � • \ D-48 2:27 CONCRETE:. Transportation and, Public. Works Department typicai 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 wo�d "concrete", the consistent interpretation of the Transportation and Public Wor{cs� Department is fhaf this ratio specifies two (2) sacks of cement per cubic yard of�concrete. �� D-49 TRENCy EXCAVATION, BACKFILL, AND CO�PACTION: Trench �excavation and backfill under par{cing lots, driveways, gravel surfaced �oads, within easements, and within existing or future R.O.W. shall be in accordance with Secti,pn E1-2 Backfill and E2-2 Excavation and Backfill of the General Contract Documents and Specifications except as specified herei�. � � �� A. TRENCH EXCAVATION: In accordance with Section�ti E2-2 Excavation and Backfill, if the stated maximum trench widths are exceeded, either thr0ugh accident or otherwise, and if the Engine�er determines that the design loading of the pip� will be exceeded, the Contractor will � be� required to support the pipe with an improa�ed trench bottom. The expense of such remedial measures shal! be entirely the Contractor's own. All trenching operations shall be --- - .- — --- co�fined to.;.the wi�tf�. of .perman�nt-�ghts-of_-way��pe�r��nent�easements,�ar.ad�any: tempofa.q�__ �--�.� T construction easements. All excavation shall be�in stri,�t compliance with the Trench Safety Systems Special Condition of this document. r., _:. ;' B. TRENCH BACKFILL:-Trenches which- lie� outside of ,existing- or future pavement sfiall be backfilled above the top of the embedment material with Type "C" backfill, material. Excavated material. t�sed for Type "C" backfill must be mechanically compacted unless the racitracto�carifumish_th�Enginee�vuitt�satisfacto�e�wdenc�tbatxhe.P.l._.n�the��cc�catp� material is- less� than ~8. Such evidence shall be a te�t • 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 matenal, the Engineer may waive the test report requirement. ,See E1-2.3, Type "C" or "D" Backfill, and E2-2.11 Trench Backfill fo� additional requirements. When Type "C" backfill materi�l is noi suitable, at the direction of the Engineer� Type "B" backfill material shall be used. In g'�neral, all backfill material for trenches in exist�n�g paved streets shall be in accordance with �°igure(s) A, B, C� or D. Sand material specified in Figure(s) A-D shall be obtained from an ��'�pproved source and shall consist of durable �iarticles free of thin or elongated pieces, lumps of clay, soil, loam or vegetable matter and shaCl meet the following gradation: Size Sieve % Retained #4 0-5 #16 0-20 #50 0-50 #100 #200 -- 60-95 90-100 (P.I. = 8 c�% less) 08✓13/99 SC-22 � � � � � � __ ______ _ __ _._ _a. � � � � � � �RJ � ... � . . �► � �► D Any and all cost for the required� materiais, labor, and equipment necessary for the fumishing of Project. Signs shall be- considered as a. subsidiary cost�. of the project and no ad,ditional � compensation will be allowed. _ _ ,_ _ _�_ _.__ � _ .__ __ _ L�J L�J � D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT: At locations� in tfie project where mains are required to be placed under existing sidewalks and/or driveways, such sidewal�Cs and/or driveways shall be completely replaced for" the full existing width,"betriveen existing eonstruction or expansion joints with 3000 psi concrete with reinforcing steel �o'n a sand cushion in accordance with City of Fort Worth Transportation/Public Works Department Standard Specifications for Construction, Item 504. At locations where mains are required to be placed under existing curb and gutter� such curb and a gutter shall be replaced to match type and geometry of the removed curb and gutter shall be installed in accordance with City of Fort Worth Public Works' Department Standard Specification for �onstruction� ttem 502.� � �� y�A -� -� �� r� -� - �� J l�! l�l �'; �. _✓ � �� J f j� �� .._=Payment�fo�cuttingrbackfiU;_conccete,_forcniag._materials and_all.,other_associated:appu�ten�nces---------= required, siiall be included in the square yard price of the bid item for concrete sidewalk or driveway repair. D-�L5' MISCELLANEOUS PLACEMENT" O� MATERIAL: Material has been allocated 'under various bid items in the Proposal to establish unit prices for miscellaneous placement of material. These materials shall be used only when directed by the Engineer, depending on field conditions. Pc,r�ea�-#or--�issella�eo�s-plase�eFl�-of-n-�ate�ial-v�il{-be-Fnad�feFe�l�t#at a�et�R�--o�-r�ato�l used, measured to the nearest one-tenth unit. Paymenf for miscellaneous placement of material shall be in accordance with the General Cont�act 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 taboratory 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" Backfill, and E2.11� Trench Backfill."`"' * Revised 3/20/81 "`" Revised 4/20/81 o D-47 CRUSHED LIMESTONE BACKFILL: Where specified on the plans or directed by the Engineer, Crushed Limestone shall be used for trench backfill on this project. The material shall - conform�o Public Works Standard Specifications for Street and Storm Drain Construction Q Division 2 Item 208.2 - Materials and Division 2 Item 208.3 - Materials �Sources. Trench backfill V and compaction shall meet the requirements of E2-2 Excavation and Backfill, Construction Specifications, Gene�al Contract Documents. a Payment for cn.�shed 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� Constnaction Specifications. General Contract.Documents. � � oa�t�ss SC-21 � � L .�� '�': � � ' •\ � •\ � A permit must be obtained from the Department of Engineenng Construction Services Section. by the Contractor in conformance with Ordinance Na: 3449 and/or Ordinance No. 792 to� make util�� _ 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 d�one under a F'e�Formance 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 govem ail trenches for mains� manholes, vaults, service lines, and all other appurtenances. The design for the trench �safety shall be signed and sealed �by a Registered Professional Engineer licensed �n Texas. �' B. STANDAaDS: The latest version of the U.S. Department of Labor, Qccupational Safety and -- i_�Health--Administration Standards, 29- CFR Part� 1926� �ub-Part P- Excavations;�re _he�eby_ _ made a part of. this specification and shall fie the minimum �goveming requirements for trench safety. R C. DEFINITIONS: � 1.z TRENCHES - A trench is referred to as a narrow �xcavation made below the s�rFace_of +hp �couac�ir�r"�ubicf�--tk�e�dep#k�i�gG�eate�thaa-t�e-wadtki,-vuf�eG�tb�vuidtk�-measu�ed-a�tk�e bottom is not greater than fifteen (15) feet. 2. BENCHING SYSTEM - Benching means excavating th� �ides 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 ,js able to withstand the forces imposed on it by a cave-in and protect worfcers 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-buil� in accordance with OSHA standards. .� � � � � � C�J � 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,---Sk�or�ng-systems-ar-e-generally�-comprised-of--cwss-bFaEes�-ve�tical-rails; (uprights),------- - horizontal �rails-(wales)-and/or sheeting. - - =-- - - -- , w , -- --- D. MEASUR�IIAENT - Trench depth is the verticaf ineasurement from the top of the existing ground to the bottom of the pipe or structures. The c��antity of trench safety systems shall be based on the linear foot amount of trench depth great,�r than five (5) feet. 08/13/99 SC-24� � � � � � � —___EJ_ � l�l � u � ,�!: � �' � •\�_ _•► Q C. TRENCH COMPACTION: All t�ench backfili 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__ ;�_ ___ _ �� l�l Trenches which lie under existing oc future pavement shall be backf'illed 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)� inef�es 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 perform trench compaction tests per A.S.T.M. standards on � all trench backfill. Any retesting required as a rest�lt of failure to compact the backfill material to meet the standard� will be at the expense of° the Contractor and will be billed �t the commercial rates as determined by the City. These soil density tests s�all be. perFormed at- finro (2) foot vertical intervals beginning at a level two (2) feet above the top of the installed a-�--� -pip� and- continuing�to the-.top -of the comRlete�backfill_a#_interyals� along_the trench_�s�� to-=.—_- _--V— 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 a�lowed for exposing the backfill layer to be tested or providing trench safety system for tests condu.cted-by the City: i '�l � LJ � C � D. MEASUREMENT AND PAYMENT: Alt material, including any and all Type "B" backfill, and l�boc-costs-.o�excauatioa-apd-back#illwil�-be_iaclude�ia_#q�p�ice_-bic�pe�liaea�foot_o�anrater 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�Ffor providing .pavement repair equal to or superior in composifion, thickness, etc., to existing pavement as detailed in the Public Works Department typical sections for Pavement and Trench Rep�ir for Utility Cuts, Figures 1 through 5. 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 weeke�ds. 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 two (2) feet or less in width. The�efore, at th�locations-in the project where the trench-wa11 is-three (3) feet or. less�from�the lip- --- --- � of the existing gutter, the Contractor shall be required to remove the existing paving to such gutter. The pavement repair shall then be made from a minimum distance of twelve. (12) inches outside the trench wall nearest the center of the street to the gutter line. �'� � The pavement shall be replaced within a maximum of five (5) working days, providing 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. oa�l�ss SC-23 � .�. . . �► � �► -_�_ _--��= - - --- - 7. MANHOLE STEPS:. No manhole steps are td b� instailed °�n any sanitaGy..sewer-manhole. 8. EXTERIOR SURFACE COATI�IGj Exterior surfaces of all rrianholes shall be coated with two mop coats of coal tar epoxy, Koppers "Bitumastic Super Service Black" Tnemec "46- 450 Heavy Tnemecol," or equal to, a minimum or 14 mils dry fiim thickness. _ _ . - _ .. .. .�. w. ,�, 9. MANH�LE JOINT SEALING: All -.interior �nd/or exterior joints o�i concrete manhole' sections constructed for the City of Fort Worth V�/ater Department, excluding only the joints using a trapped type performed O-ring rubb�r gasket shall require Bitumastic joint sealants as per Figu�e M. �� This sealant shall be pre-formed and trawelable �itumastic as manufactured by Kent- Q 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_.remavable=wrappeG:andshall...no�in.:any_rway��d"epend.or�oxidation�.e.vapo�ation,-� �.�,_� � or any other chemical action for either its adhesiv�e properties or cohesive strength. The Joint sealer shall remain totally flexible without shrinking, hardening; or oxidizing r�gardl�ss of the leingth of time it' is exposed to the elements. The manufacturer shall � fumish an affidavit attesting to the successful use '�f the product'as a pre-formed flexible joint sealant on concrete pipe and manhole sections for a period of at least five years. t.., __.'�:� � Q. G.�E-GN�IeM: . _ . ... � .. .«• . ^,M- "- 1. INSTALLATION OF JOINT SEALANT: Each grad'� adjustment ring and m�nhole frame shall be sealed with the above specified materials. All surFaces to be in contact with the joirif sealant shall be thoroughly cleaned of dirt, s�and, mud, or other foreign matter. A primer shall be applied to all �su�faces prior to insta�ing'"the joint sealant in accordance with the recommendation� by the manufacturer. The �rotective wra,pper shall remain on the joint sealant until immediately prior to the placement of the pip� 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 th�'!rings resting on Bitumastic joint sealer. Frames and grade 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 cuY if in pavement) adjacent to the manhole ta expose the entire manhole frame and a minimum of 6 inches of the manhole wall keeping t�ie sides of the trench nearly vertical. Remove �anhole frame from the mahhole stru�ture and observe the condition of the - fram�aFld- grade- �ings—AFl�-frame-or-grade-ring-tlia� is=not�suitable-for- use-as-determi�ec! by' the-Engineer- shall be- replaced. �-Grade-�rin�s-�that�are-constructed-of brick; blocl� -- materials other than pre-cast concrete ►ings, or �rhe�e necessary and approved by the Engineer, shall be replaced with a pre-cast flattoQ section. Pre-cast conc�ete rings, or a pre-cast concrete�flattop section will be the only adjustments allowed. Ji� 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, os��ss SC-26 J � �'' � ' �►� • E.. PAYMENT - Payment shall be full compensation for safety system design,. labor., tools, materials, equipment and incidentals necessary� for the installation and removal of trench 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 Engir�eer. 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. � D-52 SANITARY SEINER MANHOLES: '!J ,�J u i�� .�: �� 0 0 � a _a ___ O a . �. �; a �� a safety systems. 1. CONCRETE COLLARS: Concrete collars will be required on all manholes specified as per Figure -121�. - -- --.2.- :�IV�TEF�T�GHT.,MANHQ.LE�:I�IS.ERTS:M-1Natertight..gask�ted wm�r�,hole.�inserts��sh�l{,��e-_-__W�-�—____� installed in all sanitary sewer manholes. Inserts shall be constructed in acxordance with Fort Worth Water Department Standard E10D-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 �k�alLh�seale�oc�.th�outside__.of�h�a�aahole�+citt�&am-�lel�or_ac�appGoar.ecL.ec}ua � 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. 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 pf 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 _ �ma�hole.lids...a��frames-.wil�be._restcicted--to-locations-within-the-100-yea�.floodplaica-an�+ aceas_ specifically_ designated- on- th� plans. Certainteed- Ductile- Iron Manf�ole. Lid�- and - Frames are acceptable for use wl�ere locking lids are specified. 6. SHALLOW CONE MANHOLES: Shallow manhole constn�ction will be• used when manhole depth is four (4) feet or less. All shallow cone manholes shall be built in accordance with Figure 105. All shallow cone manholes shall have a cast iron lid and frame with° pick slots. NOTE: MANHOLES PER FIGURE 106 WILL NOT BE ALLOWED. os��ss SG25 _ - --PA�T Q - ��EGIA�C-QNDIT_lQI�1S_ -- --- _- �- D-53 SANITARY SEWER SERVICES: Any reconnection, relocation, re-routes, replacement, or new sanitary sewer service shall be required as shown on the plans, and/or as described in these Special Contact Documents in addition to those located in the field and identified by the Engineer as active sewer taps. The service connections shall be constructed by the Contractor utilizing standard factory manufactured tees. City approved factory manufactured saddle taps may be used, but only as directed by the Engineer. The decision to use saddle taps as opposed to tees shall be made on a case by case basis. The Contractor shall be responsible for coordinating the 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 fumish a new tap. The fittings used for vertical adjustment shall consist of a maximum bend of 45 degrees. The tap shall be located so as to line up with the service line and avoid any horizontal adjustment. For open cut applications, all sanitary sewer service lines shall be replaced to the property or easement line, or as directed by the Engineer. Sanitary sewer services on sewers being 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 a�d 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 Contracto� 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 seniice 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 worfc 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 08/13/99 SC-2$ ,_., � � ..., ..� ,� ,..� ..� � _., �. .., .., ,� � .� n�� J ...� � � �� P�R��E-�►�A�E4�` Il�J.TI�Q�IS notify the Engineer prio� to replacement of the grade rings and manhole frame. Existing brickwork,'if damaged by the Contractor, shall beAreplaced at the Contractor's expense. Wire brush manHole frame and exposed manhole surfaces to remove dirt and' loose debris: Coat exposed manhole surfaces with an approved bonding agent followed by an ��- application of a quick setting tiydraulic cement to provide a°"smooth working surface: _o - _. If the inside diameter of the manhole is too large to safely support'new adjustment rings or frames, a flat top sectipn 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 flexi'ble 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 th� manhole. No steel shims, wood; stones, or any mat�ri�l not �- specifically accepted by tt�e Engineer may be used to obtain final surtace elevation of the ---manhole frame:� = -. . � �-�a.�--�- - __.. _..�. .-----.�_.._�_ ___ � �._ . �� ,.. �__ .. __ �. .._�_ .��_.._ -_�-__�-�.� � �In paved areas or.future paved areas, castings sha11 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`surtace. The top of the casting shall be 1/8 inch below the a finished elevation. Allowances for the compression of the joint material shall be made to assure a proper�final grade elevation. 3. 'EXPOSED EXTERIOR SURFAC�S: All exposed exterior "surfac�s shall be coated with �0,,., two mop coats of coal tar epoxy. Kopper �Bitumastic Super Service Black°; Tnemec °46- ..��:�� 450 Heavy, Tnemecol", or equal, to.a minimurri of 14 mils dry film'thickness. � C 4: The exterior surface of all pre-cast section joints shall be thoroughly cleaned with a wire bnash 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 join� shall then be wrapped with 6 mil plastic to protect the sealant from damage during backfilling. C. MEASUREMENT AND PAYMENT: The price bid for new manhole installations shall include aall labor, equipment, and materials necessary for construction of the manhole including, but not limited to, joint sealing, lift hole sealing and exterior surface coating and pavement repair. L�J _� 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 sealing, lift hole sealing, exterior surface coating and pavement repair. - The- price bid for adjusting- and/or- sealing of existing- manholes shall- include all I�bor, p equipment and materials necessary for adjusting and/or sealing the manhole, including but not limited to, joint sealincf, lifthole sealing, and exterior surface coating. a Payment for 'concrete collars will be made per each. Payment for manhole inserts will be made per each. nos��ss SC-2T u .. � . ' •\ � •\ . .`� restorationr shall be compatible with surrounding �ervice surface.. Payme�t for worlc 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 M�4NHOLES: Marthciles to be removed shall��e 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. Backfll material may be with Type C Backfill c�Y Type B Backfill, as approved by the Engineer. Surface restoration shall be compatible with �urrounding surface. �� included in the linear foot bid price of the pipe, unless separate trenching is require�': � • J. REMOVAL OF EXISTINGPIPE: Where removal of the existin` i e is re uired it shallYbe the .�-� 9PP q � . Contractor's responsibility 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. � � � � � - a •, - I. CUTTING �AND PLUGGING EXISTING MAINS: At various locations on this project, it may be required to cut, plug, and block existing water u mains/services or s�nitary sewer mains/services in order to abandon these lines. Cutting and plu`�ging existing mains and/or services shall be- considered as incidental and- all costs incurred will be •considered to be� K. PAYMENT: Payment for all work and material involved in salvaging, abandoning and/or �e�auiag-existi�g-facilitie�s�ial�be._iacluded-ia-.tqe_liae�r�oot-bid-pd�e_.a�tb�pip�, �excepi-.a� 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. _ y� � Payment will be made for salvaging, abandoning and/or removing all other existing facilities when� said facility is not being replaced in the same itrench (i.e., when remov�l requires a separate�tr�nchj. � �� D-56 DETECTABLE WARNING TAPES: Detectable underground utility waming tapes which can be located from the surface by a pipe detector shall be installed directly above nonT-metallic wate� and sanitary sewer pipe. The detectable tape shall b� "Detect Tape" manufactured by Allen Systems, Inc. or approved equal, and shall consist of �a minimum thickness 0.35 y 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 t��n',�nro inches with a minimum unit weight of 2%z �pounds/1 inchf100'. The tape shall be color ,coded and imprinted with the message as fotlows: __ ._..___ .� __�_.__.�,_Tvae,of.Ufilitt�—�Color Cod�� ..�--Levends-„F-- Water Sewer -�- Safety Blue. Safety Green Caution! Buried Water Line'Below �� Caution! Buried Sewer Line Below Installation of detectable 4tapes shall be per manufactur�r's recommendations and shall be as close to the grade as is practical for optimum protection ar�d detectability. Allow a minimum of 18 inches betwesn the tape and the pipe. Payment� for wc�'rk such as backfill, bedding, blocking, 08/13/99 SC-30 � � � , .}�''�' �� „� � ��, . �a � � � � -- -------- � �l a o � � f�'� � PART [� - �PF(:(�I C;(�NDITIQ�j,S Documents and Specifications, unless- amended or superseded by requirements of this Special Condition. A. SALVAGE OF EXISTING �WATEFt METER AND METER BOX: Existing water meter and a meter box shall be removed and retumed to the �Water Department warehoqse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. � a D � .� O ��:�: _;� � O 0 � _a _ � � � � B. SAL.VAGE OF EXISTING WATER METER AND CONCRETE VAULT LID: Existing water meter and concrete vault lid shail be removed and retumed 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 gra�e. The concrete vault shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shalll be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with� existing surrounding surFace-and grade. -- - =C.- SALVAGE _OF,�EXISTIN�-FIRE HYDRANTS: Existing=_fire:-hydrants= shallube.-removed :and� - retumed to the Water Department warehouse by the Contractor ih 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. B'�ckfill .material shall be suitable excavated material approved by the Engineer. Surtace� restoration shall be'°compatible with existing surrounding surface and grade. D.-S�4L��G�-QF-EXIS-'�IaC�GA�E-V-AL�E�-Existi�g-ga#e�-ua�va-aad-ua�ve-bax-a�d-lid-sqalt--b� removed •and retume,d �o the�Water Departmenf warehouseJby the��Contractor in-accordance with Section E2-1.5 Salvaging of Materials. The void area caused by the valve removal shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2g9 Backfill.� Backfill material shall be suifable excavated material approved �by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. If the valve is in a concrete vault, the vault shall be demolished in place to a.point no less than 18" below final grade. E. ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve and box lid shall be abandoned by first closing the valve to the fully close�f position and demolishing the valve box i�1 place to a point not less than 18 inches below final grade. Concrete shall then be used as backfill material to match existing grade. F. ABANDONMENT OF EXISTING VAULTS: Vaults to be demolished in place shall have top slab and lid removed and vault walls demolished to a point not less than 18" below final grade. The vo�d area caused shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable --� exCavated-materia!-approved-b�-tk�e--Engineer-.- Su -rface-restoratio�-sk�al�-be�somPatible�with -- the existing surroupding -grade. -- - - �-- -- - -- - G. ABANDONMENT OF MANHOLES: Manholes� to be aban�oned 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 barrel4 diameter section, or to point not less than 18 inches below final grade. The stn�cture shall then be backfilled and compacted in accprdance 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 08/13/99 SC-29 � -- ---- - -- _ ___ - _ P_AR_T_ Q- _�PECIAL-CONIIIT_I.QNS- - -- - ,� 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 �rt�* A. GENERAL: Prior to the reconstruction, ALL sections of existing sanitary sewer lines to be abandoned, removed (except where being replaced in the same location), or rehabilitated - (pipe enlargement, cured-in-place pipe, fold and form pipe, slip-line, etc.), shall be cleaned, and a television inspection performed to identify any active sewer service taps, other sewer � laterals and their location. Work shall consist of furnishing all labor, material, and equipment �-p, necessary for the cleaning and inspection of the sewer lines by means of closed circuit television. Satisfactory precautions shall be taken to protect the sewer lines from damage � that might be inflicted by the improper use of cleaning equipment. -�, 1. HIGH VELOCITY JET (HYDROCLEANING) EQUIPMENT: The high-velocity sewer line cleaning equipment shall be constn�cted 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 fines designated "' to be cleaned. Equipment shall also include a high-velocity gun for washing and scouring ,..� manhole walls and floor. The gun shall be capable of producing flows from a fine spray to a solid stream. The equipment shall carry its own water tank, auxiliary engines, pumps, "' and hydraulically driven hose reel. .., --- -- Hyd�aulically-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. 2. CLEANING PROCEDURES: The designated sewer manholes shall be cleaned using high-velocity jet equipment. The equipment shall be capable of removing dirt, grease, y 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, "1 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 o�v��ss SC-32 �. � � � �•' � � � •\� • detectable tapes� and all othec associated appu�tenances required shall be included in the unit price bid for the appropriate bid item(s). � D-57 PIPE CLEANING: Joints shaU be wipedJand �en inspected for p�oper installation by the inspectors. Each joint shall be swept daily and kept clean during installation. A temporary night plug shall be installed orn all exposed pipe ends during any period of work stoppage. � .�J � �➢ �J '!J � LsJ � i� D-58 BARRICADES, WARNINGS, AND FLAGMEN: Reference Part C- General Condiiions, Sectivn C6-6.8 Barricades, Warnings, and Watchmen: A. Wherever the woGd Watchmen appears in this paragraph, it shall be changed to the word "Flagmen. B. ln the first� paragraph, lines five (5) and six (6�; change the phrase "take all such other precautionar� measures" to-"take all reasonable necessary measures". _ .__.. D-59 DIS_POSAL-OF_SPOIUF1LIrMATERIAL:_ _P-rio�-to the--disposing_o�-a�y-spoil,�fill-matecial�-__ W_= _.= the Contractpr sha11 advise the Director of Engineering Department, acting as the City of �ort � Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the Contractor intends to dispose of such material. Contractor shall no# 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 �hat filling is not occurring within a floodplain without a.peanit��#loadplain_p.e�misan hP issuerLupn�aRptn�caLa�necessary Eagineering_studies. Nn �° fill�p�rmit is required if disposal sites are not in°a floodplain.- Approval of the Contractor's disposal sites shall be evidenced by a�letter signed by the Administrator stating that the site is-:not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit, �including any necessary Engineering studies, . shall be at the Contractor's expense. In the event that the Contractor disposes of spoil/fill material at a site without a fill permit or a letter from the administrator approving the disposal site, � upon notification by the Director of Engineering Depa�tment, Contractor shall remove the spoil/fill material at its expense �nd dispose of such materials in accordance with the Ordinances of the City and this section. D-60 MECHANICS AND MATERIALMEN'S LIEN: The Contractor shall be required too execute a release of inechanics and materialmen's liens upon receipt of payment. �j 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 __--appraued.equaL",is�usedriti�uadecstood_thatif_amaterial,. product�.o�pie�o�equipme�theaciQg—__�—_.._ _the name� so_ used: is fumishedr it_will_tie_ approa�able, a� the. particular-trade� name was used_ foc _. _ _ � the purpose of establishing a standard of quality acceptable to the City. If a product of any other name is proposed for us�e, the Engineer's approval thereof must be obtained before the praposed subsiitute is procured by the Contractor. Where the term "or equal", or "or approved equal" is not a used in the specifications, this does not n�cessarily exclude altemative items o� material or equipment which may accomplish the intended purpose. Howeve�, the Contractor shall have the full responsibility of proving that the proposed substitution is, in fact, equal, and the Engineer, as a the representative of the City� shall be the sole judge of the acceptability of substitutions. The oari�s SC-31 L�J �'' � � ' •\ � •\ significance such as locations of unusual conditio�s, roots, storm sewer connections, broken pipe, presence of scale and, corrosion,� a�id other discer�ible features will be recorded, and a- copy of such records wifl be supplie�_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 Sthe Engineer, as long as such photographing does not interfere with - the Contractor's operations. 4. VIDEOTAPE RECOR •D,INGS: The purpose of tape;jrrecording shall be to supply Ra visual and audio record of problem areas of the lines �;ihat may °be replayed. Video tape recording playback shall be at the same speed that it was recorded. The television tapes shall be fumished to the City for review immediately upon completion of.the televisiort inspection and'may be retained a maximum of 30 ca.lendar days. � �i� � � � � Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes �-- - _ wil�-be:retumed to the-Contractor.upon-completion qf review-by_the_E�gineer-�Tapes�,shal� __:� not be erased withol�t the permission of the Engineer. _,. � ...„ f 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 r�nea�fo�teleuisia�this-po�tio�-sqall-be-�ade!i Also,-Ao-pay-�er��-sball-be-�ade-€or portions of lines not televised or po�tions where manholes cannot be negotiated' with the tel�vision camera. THE TAPES SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION FOR REVIEW AND DETERMINATION OF SAGS. VJpon completion of review of the tapes by the Engineer, the Contractor will be notified s to whjch sections of the s�nitary sewer are to be corrected. Tapes will be returned to he Contractor upon completion of review by the Engineer. i All costs associated with this work shall be incidental to unit prices bid for items under Television Inspection of the Proposal. � .i !� C. PAYMENT OF CLEANING AND •PRE-CONSTRUCTIOI�'I TELEVISION INSPECTION OF SANITARY SEWERS: The cost for Pre-Construction Cle�ning and Television Inspection of �anitary sewers shall be ;per linear foot of sewer actuall televised. The Contractor shall provide the Engineer with tapes of a c�uality that the p;�arti ular piece of sewer can be readily evaluated as to existing sewer conditians and for providi g apprapriate means for review of _ _. ____.�.the-tapes-by-the-E�gir�eer-including--�ollection-and-remo,Valt -tr�ansportation--a�ad--disposa�-o� sand and debris from the sewers-to a legal dump� site. � I � - - Television inspection shall include necessary cleaning (hy�raulic jet or mechanical cleaner) to provide video image required for line analysis. The primary purpose of cleaning is for television inspe,�tioh and rehabilitation; when a po�rtion of a line is not-or cannot be televised or rehabilitated,.the-icleaning of that portion of line shall � be incidental and no payment shall be xnade. I oa�t�s ' � � � SC-34 � � i� � �I � � PA�Q - �P�C�L-�QpID1�1�-pl� . . . , section to manhole section, which could cause line stoppages, accumulations of sand in wet_wells*. or damage pumping equipmentr sh�ll.not be permitted. � 4. All solids or semisolid resulting from the cleaning opErations shafi 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. - - - _. �. _ �_... f __. . . 5. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THEREFROM BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS OR SANITARY SEWE� MANHOLES. 6. TEL�VISION INSPECTION EQUIPMENT: The television carnera used for the inspection shaU be one specifically designed and constructed rfor such 'inspection. Lighting for the camera� shall be suitable to-�allow a clear picture of the entire periphery ofi the pipe. The. camera shall be operative in 100% humidity conditions. The camera, television monitor, �and,other components.of.-the video systern shalE be capable-of-produeing_pietur�qualiiy_t� the satisfaction of the Engineer, and if unsatisfactory, equipment shall b� removed and no payment will be made for an unsatisfactory inspection. � B .�'� , a � � � �_ � � 0 0 EXECUTION: � 1. TELEVISION INSPECTION: The camera shall be moved through the line in eiiher �iiFectio�-at-a-m�deFate-F�te,-stoppi�g-wbe�e�essa�y=#s-pe�i�-�Fo�eFdeea�eFl�a�io�-of any sewer service taps. In no case will the television camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches, N cable, and powered rewinds or other devices that do not obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. When manually operated winches 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 other suitable device, and the accuracy shall be satisfactory to the Engineer. � - - - The-City-inakes-c�o-guaFa�tee tha�al�o�the-sar�ita�-y- sewers-to-be-entered-are-clear-far-tFio passage of a camera� The methods used fo� securing-passage�pf the camera ar�-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. � oa��srss DOCUMENTATION: T�levision Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service taps observed during 'inspection. (n addition, other� Roints of SC-33 ' - -_ -- - -_-- - - __ -- _PAR-T-Q-- SP-ECIAL GONQI�'IQN� _ 2. ACCEPTANCE: The manhole shall be considered acceptable, if the drop in the level of vacuum is less than one-inch of inercury (1" Hg) after the required test time. Any manhole which fails to pass the initial test must be �epaired with a suitable material which conforms to the construction material of the manhole. The manhole shall be retested as described above until it has successfully passed the test. Following completion of a successful test, the manhole shall be restored to its normal condition, all temporary plugs shall be removed, all braces, equipment, and debris shall be removed and disposed of in a manner satisfactory to the Engineer. C. PAYMENT: Payment for vacuum testing of sanitary sewer manholes shall be paid at the contract price per each vacuum test. This price shall include all material, labor, equipment, and all incidentals, including all bypass pumping, required to complete the test as specified herein. D-64 BYPASS PUMPING: The Contractor shall bypass the sewage around the section or sections of sewer to be rehabilitated and/or replaced. The bypass shall be made by plugging existing upstream manhole and pumping the sewage into a downstream manhole or adjacent system or other method as may be approved by the Engineer. The pump and bypass lines shall be of adequate capacity and size to handle the flow without sewage backup occurring to facilities connected to the sewer. Provisions shall be made at driveways and street crossings to permit safe vehicular travel without interrupting flow in the bypass system. Under no circumstances will the Contractor be permitted to discharge sewage into the trenches. Payment shall be incidental to rehabilitation or replacement of #hesewer 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 constnacted 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: TELEVISION INSPECTION: TNe 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 caise will the television camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches, N cable, and powered rewinds or other devices that do not obstn�ct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. 08/13/'99 SC-36 �� „r �� , , ..r � .� �� , � � ` �� --, .J � � PART � - SP-E��41��-I�D-��-0-�� - � Ll � L�J l�l The City makes no guarantee that'all ,of the sanitary sewers to be e"ntered are clear for the passage of a�camera. The methods used for�securing passage of the camera are to be at the option of the Contractor, and the costs must be included in the bid price for N Inspections. The cost of retrieving the TV Camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to 1V Inspection. The item shall also inciude all costs of instailing 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 SANITARY SEWER MANHOLES A. GENERAL: This item shall govem the vacuum testing of all newly constructed sanitary sewer manholes: - -- B: :EXECU�ION: ___ � _. _ _ - - - _ ._- - - _ � . �--w __ _� � _ _-_ _ _--- � - -- ----� - D 1. TEST PROCEDURE: Manholes shall be tested with all connections in place. Lift hol�s shall be plugged, and all drop-connections a�d gas sealing connections shall be installed �rior to`testing� - � l�l �D,; � C �� D_ __ __ _ l�'J LJ The sewer liries entering the m�nhole shall be plugged and braced to ptevent the plugs f�o�-bei�g-dravua-i�ito-#he-mank�oler-'��ie-pl�ags-sball-be-i qstalled-i�-tbe-li�es-beyo��-tl�c drop-connections, gas sealing connections, etc. The iest head shall be placed inside the frame at the top of the manhole� and inflated in accordance with the manufacture�'s recommendations. A vacuum of ten inches of inercury (10"Hg) wshall be drawn and the vacuum pump wil� be tumed off. With the valve closed, the level of vacuum shall be re�ad afte� the required test time. The required test time shall be determined from the Table I below in accordance with ASTM C1244-93: Tabfe I MINIMUM TIME REQUIRED FOR VACUUM DROP ,OF 1" �Ig (10"1-Ig - 9"Hg) (SEC) Depth of MH. 48-Inch Dia. 60-Inch Dia. (FT.) � Manhole "Manh�le 0 to 16' 40 sec. 52 sec. 18' 45 sec. "° 59 sec. 20' 50 sec. 65 sec. 22' 55 sec. 72 sec. - - - - ---� --24' - 59sec.- •- - ---_— --78 sec.- _ __ -- - _ _._ _ _ 26' 64� sec 85 sec. �� 28' 69 sec. 91 sec. 30' 74 sec. 98 sec. For Each . 5 sec. 6 sec. Additional 2' � os��s SC-35 lJ _ - - - - - _P_ART__ Q - SPECIAL CQNQIT��NS- - --_ ._ - -. _ - - __ _ _.� � D. PAYMENT OF POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY �; SEWERS: The cost for post-construction Television Inspection of sanitary sewers shali 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 N inspection shall be measured as the total length of new pipe installed. All costs associated with this work shall be �� included in the appropriate bid item - Post-Construction Television Inspection. _ The item shall 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 contracto�'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 Contractor for operations ' requiring testing. The Contractor shall provide access and trench safety system (if required) for the site to be tested, and any work effort involved is deemed to be included in the unit price for the item being tested. r.._ 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 o8✓��ss SC-38 .r � .� � J � Ll The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. Tlie methods used for securing passage of the camera are to be at the option of the Contractor. The cost or retrieving the.-Television camera; vnderall circumstances, when it becomes lodged during inspection, shall be incidental to . - _ _ --Televisiortinspection._ - __. ' - - _- � _ - _._ � � ...�.__ � ._�__�.,__T_�_� ____.. __. TF�e importance of accurate distance measurements is emphasized. All television a 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, wi(I not be allowed. Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or 0 other suitable device, and the�accuracy shall be satisfactory to the Engineer: �� L�J .�•l .�`� �.i � � j� �� C �.__. ._ .___ _ � � : � � � � ► � • When manually operated winches are� used to pull the television camera through the line, telephones oc other suitable, means.. of.. communications shall b� set up befinreen the' two manholes� ofi � the section- being inspected_ to _ensure good communications between_ �___� members of the crew. Sanitary sewer mains must be laced with enough water to fill all low pints. The �television inspection must be done,,immediately,following the lacing of the main with no water flow. If sewer is active, flow must be restricted to provide a clear image of sewer being inspected. 3. �4�1�1M�-pl�/�T-I��Ii-'�elevisia�-lAspeetio�-�ogs=k?�ir�ted-losatiop-�e�oFds-sk�all-be-ke�t-�i;, the Contractor and will clea�ly show the location in relation to an adjacent manhole of each sewer service tap observ;ed 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: televisior� picture �Engineer, as lon operations. Instant developing, 35 mm, or other standard-size photographs of the of problems shall be taken by the Contractor upon requ�st of the � as such photographing does not ir�tertere with the Cbntractor's �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 fumished to the City for review immediately upon completion� of the television inspection and may be retained a maximum of 30 calendar days. Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes will be retumed to the Contractor upon completion of review by the Engineer. Tapes shall not be erased ---�---without�the-permissioFl-o�-#he-�ngineer: - —�---------- � � � 08H3/99 a If the tapes are of such aoor aualitv that the Enaineer is unable to evaluate the condition of the sewer line or to locate service connections. the Contractor shall be reauired to re- televise and qrovide a aood taqe 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. A(so, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera. SC-37 � _ _ _ -- - --- - -�'ARI_Q-- SPE�IAL CQNQII(_QNS_ - - - _ ___--�•- D-69 PROTECTION OF TREES, PLANTS AND SOIL: All property along and adjacent to the Contractors' 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 shail be restored or replaced at the Contractor's expense. Trimming or pruning to facilitate the work will be permitted only by experienced workmen in an approved manner (No trimming or pruning without the property owners' consent). Pruned limbs of 1" diameter or larger shall be thoroughly treated as soon as possible with a tree wound dressing. D-70 SITE RESTORATION: The contractor shall be responsible for restoring the site to original grade and condition afte� completion of his operations subject to approval of the Engineer. The basis for approval by the Engineer will be grade restoration to plus minus one-tenth (0.1) of a 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-104Resolution Work required to conform to these requirements shall be considered subsidiary and no extra payment will be made. The SRF requirements are included in Appendix A. � M, .. .� ... � .�.., � D-73 TOPSOIL, SODDING AND SEEDING: This item shall be performed in accordance with the City of Fort Worth Parlcs 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 boRow source. Topsoil material secured from street excavation shall be stockpiled at locations approved by the Engineer, and at completion of grading and paving os✓��ss SC-40 � R� .� � � ..� � � I � � � •': � • ` •► � � unless otherwise directed by the Engineer and- they shall not include measures= taken by the �. CONTRACTOR to control conditions. created by his constr�ction. operations_ The�.temporary measures- shall� include dikes, dams, berms, sediment basins;_ fiber mats; _jute netting, � temporary seeding, st�aw mulch, asphalt mulch, � plastic liners, rubble liners, baled-hay retards, dikes, slope drains and Qther devices. � ��l u � � l�J � � _ :y� LJ � L�J � B. CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define�erodible earttt 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 dire�ted by the Engineer as necessa,ry to control soil erosion. Temporary pol(ution-control measures shall be- used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution Y= --� control-features, but.are. not- associated_ with., permanent control -features on -the-project: -�:he� Engineer will limit the -area of preparing right-of-way, clearing and grubbing, excavation and � borrow to be proportional 'to the CONTRACTOR'S �cap�bility and progress <in keeping the finish _grading, mulching, seeding, and other such p�rmanent pollution-control measures current ih 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. , 1lVaste or-disposal areas and construction roads shall be tocated 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 shal( be taken during the construction and removal of such barriers to minimize the muddying of a stream. 3. All waterways shall be cleared as soon as practicable of false work, piling, debris or otherY obstructions placed during construction operations that �are not a part of the finished work. 4. The Contractor shall take'sufficient precautions °�o prevent pollution of streams, lakes and resenioirs 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,. matecials and equipment necessary to provide -- -- --temporaFy-erosion-control-shall-be-considered-s�bsidia�r-ta�the-cont�ac�-and-no-extFa--pay will be given-for this-work. �� ---- ---- -- - �-- - - � --�-�- -� --- 3 � � � �I D-68 INGRESS AND EGRESS/OBSTRUCTtON ,OF ACCESS TO DRIVES: The Contractor shall provide ingress 'and egress to the properly being crossed by this construction and adjacent property when construc:tion is not in progress and at night. Drives shall be left accessible at night, on weekcnds, and during holidays. The Contractor shall conduct his��activities to minimize obstruction of access to drives and property during the progress� of construction. Notific�tion shall be made to an owner prior to his driveway being removed and/or repuilt., „,,, „ oa��ss SC-39 � - _- _____PART__Q- SPECIAL--CQNa.I-TIONS-- b. Block Sodding. -_ � At locations on the Drawings or where directed, sod biocks shall be carefully piaced 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 su�Face 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" will-consist of preparing ground, providing and planting-seed or-a— --- mixture of seed of the kind specified along and across such areas as may be designated on 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 fumished and delivered in separate bags or containers. A sample of each variety of seed shall be fumished for analysis and testing when directed by the Engineer. The specified seed shall equal or exceed the following percentages of Purity and germination: Common Name Common Bermuda Grass Annual Rye Grass Tall Fescue Westem Wheatgrass Buffalo Grass Varieties Top Gun Cody 08H3/�J9 Puri 95% 95% 95% 95% 95% 95% SC-42 Germination 90% 95% 90% 90% 90% 90% -� .. . a� � �., a y�.. �.. � M. � � �, .� .� .., .J � J �L�J '':i � ' _� _ �� 7►� operations, topsoil shail be placed on parkway areas so as to provide a minimum. six (6)" inches of compacted depth of topsoil parkways. �� 2. SODDING ^� �� a DESCRIPTION: Sodding will consist of fumishing and planting Bermuda, Buffalo or St. Augustine grass in the areas between the curbs and walks, on terraces, in median strips, on embankments or cut slopes, or in, such areas as designated on the Drawings and in accordance with the requirements of this Specificatinn. 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 th�se grasses shall be alive and acceptable. Bermuda and Buffalo grass sod shall have a healtMy� virile•root system of dense, thickly�matted roots throughout a finro (2) inch minimum thickness of nativE soil attached to the roots. St. Augustine grass sod shall have a healthy, ar�nle root system of dense� thickly matted roots_tl�roughout a one (1) inch- minimum �hicknes�,_— -_ — of n�tive soil attached to the roots. � D � �,�_- .o a � � � _ -- 0 a � 0 The sod shall be free from� obnoxious weeds or other grasses and shall not contain any �- matter ° deleterious to its growth or which might affect� its subsistence or hardiness when transplanted. Sod to be placed between curb and walk and on terraces shall be the same type grass as adjacent grass or existing lawn. Care shall be taken�at all�times.to retain native soil on the roots of the•sod during the,pro.cess 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 wafered to the extent required prior to excavating. Sod material shall be planted within three days after it is excavated. CONSTRUCTION METHODS: After the designated areas `have been completed to the lines, grades, and cross-sections shown on the Drawings and as provided for.in other items of the contract, sodding of the type specified shall be perFormed in accordance with the requirem�nts F�ereinafter 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-deptk�-. so-tk�at-the�top-o�-zhe-sod-sk�all-not-be-more-thaFl-oFle-hal�-E'�/2) . .- inch- below the finished. grade. Holes of equivalen� depth� and spacing may- �be used instead of furrows. The soil shall be; firm around each blo�k 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. 08/11�J9 --- +---- _�. SC-41 _ _ _ PART D --SP--ECIA�.-C��1D�-T-I.ON� - - - __ _--- _ _.,.. 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 foosened to the minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter, or they shall be removed. The area shall then be finished to line and grade as specified under "Finishing" in Section D- y 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 hanowed into the soil to a depth of approximately one-quarter (1/4) inch. The planted surFace area and giving a smooth surtace without ruts or tracks. In befinreen 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: "Fertilize�' will consist of providing and distributing fe�tilizer over such areas as are designated on the Drawings and in accordance with these Specifications. � � oa��a�s SC-44 � � � � � � �� C'i l.f - �. _ -- � �J �� ' ' : _ � ' T_\� • ► � ti7� Table 120.2.(2)a�. URBAN AREA WARM-SEASON SEEDING RATE (Ibs.); Pure Live.Seed (PLS) � Mixture�or��lav or Tiqht� Soils Mixture for �� Sandv Soiis Dates (Eastem Sections) (Western Sections) ' (All Sections) Feb 1 Bermudagrass 40 Buffalograss 80 Bermudagrass�60 to Buffalograss 60, Bermudagrass 20 Buffalograss 40 May 1 Total: 100 Total: 100 Total: 100 Table, 120.2.(2)b TEMPORARY COOL-SEASON SEEDING RATE; (Ib.) Pure Live Seed (PLS) Dates __—_Aug_ 15 to May 1 iAll Sections) ; _ Tall•Fescue-�w.. �- � � �5Q - _... _ � _._ _.,.-�_--_ -- ,... `-- Western Wheatgrass 5�0 � - Annual Rye 50 - Total: 100 CONSTRUCTION METHODS: After the designated areas have been completed to the lines, �radesraa�cr.nss-section�sho�ncr�.o�the_Dcawing�aad.aspwacide�fo�i�ot�e�item�of-thtic Contract, seeding of the type specified shall be pe�formed 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 �hall� 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. O � 1.�.—�_ � a Q � BROADCAST SEEDING: The seed or seed mixture in the quantity specified shall be uniformly distributed over the areas shown oh 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 preparatian is required. DISCEQ 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 diarr�eter 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 application shall be os��ss mixture, specified shall then be planted at the rate required and the made uniformly. If the sowing of seed is by hand rather than by SC-43 PART D - SPEGIAL 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: Fe�tilizer material and application will not be measured or paid for directly, but is considered subsidiary to Sodding and Seeding. � D-74 CONFINED SPACE ENTRY PROGRAM: It shall be the responsibility of the contractor to implement and maintain a variable "CONFINED SPACE ENTRY PROGRAM" which must meet OSHA requirements for all its employees and subcontractors at all times during construction. All � active sewer manholes, regardless of depth, are defined by OSHA as "permit required confined - spaces". Contractors shall submit an acceptable "CONFINED SPACE ENTRY PROGRAM" for all applicable manholes and maintain an active file for these manholes. The cost of complying � with this program shall be subsidiary to the pay items involving work in confined spaces. � D-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION: 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 nesding 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. �•� J 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 �•� oev��s SC-46 � u � !J f� � L�J l�l l�. PART D - SPECIAL COND(TIONS 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 th� Drawings. The figures in the analysis represent the percent of nitrogen, phosphoric acid, and. potash nutrients respectively as determined by the met�ods 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 fumished and applied per acre shall equal or exceed that specified for each nutrient. CONSTRUCTION �IETHODS: When an item for fertilizer is included in the Drawings and proposal, pelleted or granulated fertilizer shall be applied uniformly over the area,specified to be fertilized and in the manner directed for the particular item of work. Fertilizer shall be dry and in good physical condition. Fertilizer that is powdered to caked will be rejected. Distribution of fertilizer as a particular item of work shall meet the approval of �he Engineer. 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". C � u � 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. Acceptab(e 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 pe�formed as ordered and measured as provided under "Measurement" shall be paid for at the unit price bid for each item of work. Its price shall be full compensation for excavating (except as noted below), loading, hauling, placing and ,furnishing all labor, equipment, tools, supplies, and incidentals necessary to complete work. � � All labor, equipment, tools and incidentals necessary.to supply, trar�sport, 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. � � D � p "Spot sodding" or "block sodding" as the ca�e may be, will be paid for at_ the contract unit price per square yaGd, 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 rol(ing 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 fumished and measured as provided under "11�1easurement" shall be °paid for at the unit price for "Seeding", o� "Sodding"� of the type 08✓131J9 SC-45 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 -r 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 construction has begun. D-80 INSTALLATION OF WATER FACILITIES r 80.1 Polyvinyl Chloride (PVC) Water Pipe: POLYVINYL Chloride Plastic Water Pipe and fittings on this Project shall be in accordance with the material standard contained in the "� General Contract Documents. Payment for work such as backfill, bedding, blocking, ,.� detectable tapes and all other associated appurtenant required, shall be included in the � linear foot price bid of the appropriate BID ITEM(S). 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 y valves shall have concrete blocking provided for supporting. No separate payment will be ...� made for any of the worlc 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 p�otective coating in accordance with the �equirements of Sec. 2.2 and related sections in AW1NA 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. r 2. SEWER: ... Boring used on this project shall be in accordance with the material standard E1-15 and Construction standard E2-15 as per Fig. 110 of the General Contract Documents. -� 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. 08/13/rJ9 S�i-48 r ' � � � ��J � L�J � 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 �he drip line area of any tree. 5. Before excavation (off the roadway) within the drip line area wof any tree, the earth shall be 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. �xcept in areas where clearing is allowed, all trees up to 8" in diameter damaged during construction shall be removed and replaced with the same type and diameter tr�e 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 diar�neter D shall not be larger than 1-1/2 times the outside pipe diameter. Voids remaining after pipe installation shall be pressure grouted. � � D-77 CONCRETE ENCASEMENT OF SEWER PIPE: Concrete encasement of sewers shall be paid for at the Contract Unit Price per linear foot of concrete encasement as measured in place along the centerline of the pipe for each pipe diameter indicated. The Contract Unit Price shall include all costs associated with installation and reinforcement of the concrete enca�ement. D-78 CLAY DAM: Clay dam construction shall be performed in accordance with the o Wastewater Clay Dam Construction, figure in the Drawings in these Specifications, at locations indicated on the Drawings or as directed by the Cify. Clay dams shall be keyed into undisturbed soil to make an impervious barrier to reduce groundwater percolation through the pipeline trench. a Construction material shall consist of compacted bentonite clay or 2:27 concrete. Payme�t for work such as forming, placing and finishing shall be subsidiary to the price bid for pipe installation. LRJ ��l �� I� 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. At locations identified on the drawings, contractor shall conduc��an exploratory excavation (D- Hole), to locate and verify the location and elevation�of the existing underground utility where it may be in potential conflict with a proposed facility alignment. The exploratory excavation shall be conducted prior to construction of the entire project only at locations denoted on the plans or as directed by the engineer. Contractor shall submit a report of findings (including surveyed elevations of existing conflicting utilities) to the City prior to the start of construction of the entire project. If the contractor determines an existing utility is in conflict with the proposed facility, the contractor shall contact the engineer immediately for appropriate design modifications. The contractor shall make the necessary repairs at the exploratory excavatian (D-Hole) to obtain a safe and proper driving surface to ensure the safety of the general public and to meet the os��s SC-47 .�l PART D - SPECIAL CONDITIONS All existing 3/4-inch water service lines which are to be replaced shall be replaced with 1- inch Type K copper, 1-inch diameter tap saddle when required, and 1-inch corporation from the main line to the meter box. All services which are to be replaced or relocated shall be installed with the service main tap and service line being in line with the senrice 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 othenrvise 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 price bid for Service Taps to Main. 2. WATER SERVICE RECONNECTION: Water service reconnection is required when the � existing service is copper and at adequate depth to avoid breakage during street reconstruction. The contractor shall adjust the existing water service line as required for � reconnection and furnish a new tap with corporation stop. The contractor will be paid for r 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 v��ater service and meter box is required and the location of the meter and meter box is moved more than twelve (12) inches, as measured from the center line �, of the existing meter 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. � os��s SC-50 1 L�'J PART D - SPEGIAL CONDITIONS 80.4 Tie-Ins: The Contractor shall be responsible for making tie-ins' to the existing water mains. It shall be the responsibility of the Contractor to verify the exact location and elevation of the existing line tie-ins. And any differences in locations �'nd elevation of existing line tie-ins between the contract drawings and what may be encountered in the a 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. � u � �' LJ Cli l�' L! �'' CI� LI� 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, configurafion, and or angulation of existing lines between the contract drawings and what may be encountered in the said work shall be conside�ed 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 CONDIT(ONS OF THE W�4TER ��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. Urlless 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 wate� 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 sucti as backfill, bedding, fittings, blocking and all other associated appurtenants required, shall be included in the price of the appr�priate bid items. 80.7 Water Services: The relocation, replacement, or reconnection of water services a will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. � All service's shall be� constructed by the contractor utilizing approved factory manufactured tap saddles (when required) and corporation sstops, 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 ContractGDocuments. � D o�„�9 All water services to be replaced shall be installed at a minimurri depth of 36 inches below final grade. SC-49 � PART D - SPECIAL CONDITIONS service lines shall be installed in accordance to the attached figures 1, 2 and 3. 2" � temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated -q lime (HTH) prior to installation. A two-inch meter will be fumished by the Water Department Meter Shop and installed by the Contractor at its point of connection to the City water supply for record keeping purposes only. The out-of-service meters shall be removed, tagged and collected by the Contractor for delivery to the Water Department Meter Shop for reconditioning or replacement. Upon restoring permanent service, the Contractor shall re-install the meters at the correct location. The meter box shall be reset as necessary to be flush with the existing ground or as otherwise directed by the Engineer. The temporary service layout shall have a minimum available flow rate of 5 GPM at a � dynamic pressure of 35 PSI per service tap. This criteria shall be used by the Contractor ...,, to determine the length of temporary service allowed, number of service taps and number of feed points. When the temporary service is required for more than one location the 2-inch temporary service pipes, 3/4-inch service lines and the 2-inch meter shall be moved to the next -� successive project location. Payment for work such as fittings, 3/4-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 for materials including all labor, equipment, tools and incidentals necessary to complete the work. 80.10 Adjust Water Valve Boxes: Contractor will be responsible for adjusting water valve boxes to match new pavement grade. The water valves themselves will be 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 b�oken 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 fumished by the Contractor. Chlorinated lime (HTH) shall be used in su�cient quantities to provide a chlorine residual of fifty (50) PPM. The residual of free chlorine shall be measured after 24 hours and shall not be less 08/13/99 a5 �i—rJ2 ..., � � , .� 1 � '�� I�!J ��J � PART D - SPECIAL CQNDITIONS When relocation of service meter and meter box is required, payment for all work and materiais such as backfill, fittings, five (5) feet of type K copper service and all materials, labor, and equipment used by and for the licensed plumber shall be included in the price bid for the service meter rela�ation. 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 p (when required), corporation stop, type K copper service line, curb stop with lock wings, and meter box. 0 Payment for all work and materials such .as„ bacicfill, fittings, type K copper tubing; and curb stop with lock wings shall be included in the Linear .Foot price bid for Service Line from Main to Meter five (5) feet behind the meter. L�J CII �M� �� L L�J � � � I�� C�J Payment for all work and materials such as tap saddle, corporation stops, and fittings shall a,� included �in the price bid for Service Taps to Mains. Payment for all v�ork and materials such as furnishing and setting new meter box shall be included in the price bid for fumish and set meter box. 5. MULTIPLE SERVICE BRANCHES: When multiple service branches are required the contractor shall fumish approved factory manufactured branches. Payment for multiple service branches will include fumishing and instafling the multiple service b�anch 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 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 service lines shall be installed to provide temporary water service to all buildings that will necessarily be required to have severed water service during said work. The contractor shall be responsible for coordinating the schedule of the temporary' service connections and permanent service reconnections with the building owners and the Engineer in order tha� the -work be pertormed in an expeditious manner. Severed water service must be reconne�ted 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 os��s SC-51 � PART D - SPECIAL CONDITIONS r 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 shali 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 concrete blocking, vertical tie-down concrete blocking, and cancrete 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 incfuded 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. leave excavated trench open overnight. Contractor shall fill any trench excavation. No extra payment shall be allowed for this special condition. D-84 TREE PRUNING: � � Contractor shall not the same day of REFERENCES: National Arborist Association's "Pruning Standards for Shade Trees" ROOT PRUNING EQUIPMENT oa��ss SC-54 . ..� . �A a � � � .� .. ..� t � �� .�.' � PART D - SPECIAL CONDITIONS than 10 parts per million of free chlorine. �hlorinated water Shall be disposed of in the sanitary sewer system. Should a sanitary sewer not be available, chlorinated water shall be "de-chiorinated" prior to disposai. The line may not J�e placed in service until two successive sets of samples, taken 24 hours apart, have met fhe 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. D 80.12 Work Near Pressure Plane Boundaries: Contractor shall take note that the water line to be replaced under this contract may cross or may be in close proximity to an existing pressure plane boundary. Care shall be taken to ensure all "pressure plane" ovalves installed are installed closed and no cross connections are m�de between . pressure planes a80.13 Water Sample Station: GENERAL: 0 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. L�J LJ u � The appropriate water sampling station will be fumished to the Contractor free of charge; however, the Contractor will be required to pick up this item at the Field Operations Warehouse. PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and materials necessary for 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. 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 fiype 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. a 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�J � L�J � o�v��ss Payment for all work and materials necessary for tFie installation of the sampling station, modification to the vault, fittings, and all type K copper service line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. SC-53 �,�j �� PART D - SPECIAL CONDITIONS D-86 TEST HOLES: The matter of subsurface exploration to ascertain the nature of the soils, including the amount of rock, if any, through which this pipeline installation is to be made is the responsibility of any and all prospective bidders, and any bidder on this project shall submit his bid under this condition. Whether prospective bidders perform this subsurface exploration jointly or independently, and whether they make such determination by the use of test holes or other means, shall be left to the discretion of such prospective bidders. If test borings have been made and are provided for bidder's information, at the locations shown on the logs of borings in the appendix of this specification, it is expressly declared that neither the City nor the Engineer guarantees the accuracy for the 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 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. os✓��s SC-56 � Q� 0 C. � 0 � 0 D. � � � PART D - SPECIAL GONDITIONS 1. Vibratory Knife 2. Verr�e�r V-1550RC Root Pruner NATURAL RESOUR�ES 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 Fiagging: "Tundra" weight, Internat'ton�l fluorescent orange or red color. 4. Combination Fence: Commercially manuf�ctured combination soil separator fabric on wire mesh backing as shown on the Rrawings. ROOT PRUNING 1: Sunrey 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. 0 5. Within 24 hou�s, prune flush with ground and backfill any exposed roots due to construction activity. Cover with wood chips of mulch in order to equalize soil temperature and minimize water loss due to evaporation. O 0 E. �' � �� CI 6. Limit any grading work within conservationtl 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. F. Tree Pruning shall be considered subsidiary to the project contract price. D-85 TREE REMOVAL: Trees to be removed shall be removed using applicable methods, including stump and root ball removal, loading, hauling and dumping. Extra caution shall be taken to not disrupt existing utilities both overhead and buried. The Contractor shall immediately repair or replace any damage to utilities and private property including, but not limited to, water and sewer services, pavement, fences, walls, sprinkler system piping, etc., at no cost to the Owner. All costs for tree removal, including temporary service costs, shall be considered subsidiary to the project contract price and nc� additional payment will be allowed. , oa��srss SC-55 � ��l _�,.� _ _ - - PART DA - ADDITIONAL SPECIAL CONDITIONS � DA-1 PIPELINE REHABILITATION CURED-IN-PLACE PIPE ........................................... (OMITTED) r' DA-2 PIPELINE REHABILITATION PIPE ENLARGEMENT SYSTEM ......................................ASC-3 DA-3 PIPELINE REHABILITATION FOLD AND FORM PIPE .......................................... (OMITTED) � DA-4 SLIPLINING ............................................................................................................. (OMITTED) �' DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT ......................................................... ASC-11 � DA-6 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR .......................................... (OMITTED) �� DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION ..................... ASC-14 DA-8 MANHOLE REHABILITATION ITEMS ..................................................................... (OMI"f-i"ED) 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) � T -- DA-12 INTERIOR MANHOLE COATING - SPRAYWALL SYS EM ......................................... ASC-17 DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM ..................................... ASC-19 ,� DA-14 INTERIOR MANHOLE COATING - PERMACAST SYSTEM WITH EPDXY LINER...(OMITTED) DA-15 INTERIOR MANHOLE COATING-STRONG-SEAL SYSTEM ................................... (OMITTED) � DA-16 RIGID FIBERGLASS MANHOLE LINERS ............................................................... (OMITTED) DA-17 PVC LINED CONCRETE WALL RECONSTRUCTION ............................................. (OMITTED) DA-18 PRESSURE GROUTING .......................................................................................... (OMITTED) DA-19 VACUUM TESTING OF REHABILITATED MANHOLES .......................................... (OMITTED) DA-20 FIBERGLASS MANHOLES ...................................................................................... (OMITTED) " DA-21 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES ........................ ASG22 DA-22 REPLACEMENT OF CONCRETE CURB AND GUTTER ......................,....................... ASC-23 � DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS ....................................................... ASC-23 DA-24 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE .......................................... (OMIlTED) i`.. 04/16/99 AS G 1 � � � -- -- - PART DA - ADDITf NAL SPE IAL CONDITIONS DA-25 GRADED CRUSHED STONES ................................................................................ (OMITTED) r DA-26 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE ........................................................ (OMITTED) DA-27 BUTT JOINTS - MILLED .......................................................................................... (OMITTED) �•..� DA-28 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) .................................................(OMITTED) �" DA-29 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER ............................................... ASC-24 . DA-30 NEW 7" CONCRETE VALLEY GUTTER .................................................................. (OMITTED) � : DA-31 NEW 4" STANDARD WHEELCHAIR RAMP .............................................................(OMITTED) DA-32 8" PAVEMENT PULVERIZATION .............................................................................(OMITTED) � DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) ............................ ASC-24 � DA-34 RAISED PAVEMENT MARKERS .............................................................................. (OMITTED) DA-35 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING ............... (OMITTED) � --- DA-36 LOADING, TRANSPORTATION, AND DISPOSAL OF COI�tTAMINATED SOIL ..... (OMITTED) � DA-37 ROCK RIPRAP - GROUT - FILTER FABRIC ............................................................ (OMITTED) DA-38 CONCRETE PIPE FITINGS AND SPECIALS .......................................................... (OMITTED) � 1 " � 1 �_- -- — ----- - - -- ---- - _ --. _ _ ---- __ _ _ _ - -- _ - -- --- ' 1 � oai�s�ss ASC-2 � PART DA - ADDITIONAL SPECIAL CONDITIONS 5. Submittals: Submit for review and acceptance, the following Contractor's Work Plan and Drawings to the Department of Engineering (DOE): a. Shop drawings, catalog data, and manufacturer's technical data showing complete information on material composition, physical properties, and dimensions of new pipe and fittings. Include manufacturer's recommendation for handling, storage, and repair of pipe and fittings if damaged. b. Location and number of insertion or access pits shall be planned by Contractor and submitted in writing prior to excavation for approval by DOE. c. Method of construction and restoration of existing sewer service connections. This shall include: 1) polyethylene pipe. Training shall be performed by a qualified representative as determined by the pipe manufacturer. 2) 3) 4) � Detail drawings and written description of the entire construction procedure to install pipe, bypass sewage flow and reconnection of sewer service connections. Working drawings for information only showing sewage flow bypass, and maintenance of traffic. Contractor shall provide for continuous sewerage flow. Dewatering shall be the Contractor's responsibility. Certification of workmen training for installing pipe. Television inspection reports and video tapes made after new pipe installation. 6. Delivery, Storage, and Handling: a. Transpo�t, handle, and store pipe and fiittings as recommended by manufacturer. � c. If new pipe and fittings become damaged before or during installation, it shall be repaired as recommended by the manufacturer or replaced as required by the Project Manager at the Contractor's expense, before proceeding further. Deliver, store and handle other materials as required to prevent damage. oai� s�ss AS C-4 .., .. r. ,.J -.. � ,.� .J � .,r_ '1 ,.J � �.J � u � � PART DA - ADDITIONAL SPECIAL.. CONDITIONS DA-2 PIPE ENLARGEMENT SYSTEM: A. GENERAL: � �. � 2. a- .� _- ... .-_ _ __ 0 � -�=� -r � �=�, � � u �!I � 0 �-• . 04/16/99 a Description: This- specification. includes requirements to rehabilitate existing sanitary sewers by the pipe enlargement system, herein called Pipe Bursting or Pipe Crushing (Pipe Bursting/Crushing). This system includes splitting or bursting the existing pipe to install a new polyethylene pipe and reconnect existing sewer service connections. Methods: This section specifies the approved system method or process to include all labor, materials, tools, equipment and incidentals-necessary to provide�for the complete rehabilitation of det'eriorated gravity sewer lines_ by. the. Pipe Bursting/Crushing systems. Approved methods include: the �'IM �orporation (PIM System), _Piscata Way,_ New Jersey; McLat. Construction (McConnell System for Pipe Crushing), Houston, 7exas; and Trenciiless Replacement Systems, (TRS System), Calgary, Canada. Refer to Part D- SPECIAL CONDITIONS D-61 SIBSTITUTIONS for information regarding pre-approval procedures for alternative processes. - - 3. Definition: The.. Pipe Bursting/Crushing system is defined as the reconstruction of gravity sewer pipe by installing an approved pipe material, by means of one of the pre-approved-methods set forth.: in Section A.2 of this-specification. The process involves the use of a static, hydraulic or pneumatic hammer "moling" device, suitably- sized to � break out the old pipe or using modified boring "knife" �with �a � flared "plug that implodes and� crushes'the existing sewer pipe. Forward progress� of the "mole" or the "knife" may be aided by the use of hydraulic equipment or other apparatus, as specified in the approved methods. The replacement pipe is either pulled or pushed into the bore. The method allow� for replacement of pipe sizes from 8" through 21" and/or upsizing in varying increments up to 21 ". This specification is based on the precedent that the Pipe Bursting/Crushing system used has been pre-approved by the City of Fort Worth Department of Engineering, and Fort Worth Water Department. 4. Quality Assurance: The Contractor shall be certified by the particular Pipe Bursting/Crushing system manufacturer that such firm is a licensed installer of their system. No other Pipe Bursting/Crushing system other than� those listed in Section A.2. of these s,pectfcations is_acce,ptable,�_,__� a. Personnel directly involved with installing the new pipe shall receive training in the proper methods for joint fusing, handling, and installing the polyethylene pipe. Training shall be performed by a qualified representative as determined by the pipe manufacturer. L7 Personnel directly involved with installing the new pipe shall receive training in the proper methods for joint fusing, handling, and installing the ASC-3 .� � PART DA - ADI��TIC�N�►L SP�CIi�IL Ct��VDITIONS C. SEWER SERVICE CONNECTlONS: ��-�� 4 ��` 1. Sewer Service Connections: Sewer service connections shall be connected to the new pipe by mechanical or fusion methods,e Once° the saddle is secured, a hole shall be drilled ir� the pipe tf�e full inside diameter of saddle outlet. 2. Pipe Saddles: Mechanical saddles shall be made of polyethylene pipe compound that meets the requirements of ASTM D1248, Class C, have stainless steel straps and fasteners, neoprene gasket and backup plate. Mechanical saddles shall be Strap-on-Saddle Type as manufactured' '�,, by Driscopipe or Tapping, Saddle manufactured by DuPont, or approved equal. Fusion saddlesshall be electrofusion branch saddles as manufactured by Central•Plastics Company, or approved equal. . 3__ _.CAnne.ction_ _to_ Existi�g Service_ Connec�ibns. to. the__existing.__sewer__service,,4 _ _ ___ _ _.___ , _ F�._....._� _ connections pipe shall be made using flexible couplings. All flexible couplings shall conform to ASTM C425 and shall be a� mar�ufactured by Fernco Joint Sealer Co., DFVN Plastics, Inc. or approved equal. ��Backfill at service connections shall be - cement�� stabilized sand �2 sacks per cubic' yard) to a-poir�t 12 inches-�above- the service lateral to trench intersection and shall be in accordance with these specifications. " ` The Contractor shall, upon request, permit the Engineer to take elevations-on both the existing and new portions of the servi�e connection pole to determine final �-�:=�� - grade and invert elevations. Elevation changes greater than 0.10 feet from the- - house lateral piping and sh�ll°be reconnected �s directed by the Engineer. 4. Service Interruptions: Service interruptions to homes shall not exceed 18 hours. D. PREPARATION: Bypassing Sewage: ' a. The Contractor shall bypass the sewag , arout�d "the section or sections of sewer to be rehabilitated. The bypass s�hall be made by plugging existing upstream manhole and pumping th''� seirvage into a downstream manhole or adjacent system or �other method as �nay be approved by the Engineer. The pump and bypass lines shall° be �f adequate capacity and size to handle the flow without sewage ba�kup occurring to facilities connected to ----- — --- tbe_seanter�—._-- - - - --� ------ - -------- --�--- - ---- b. The Contractor shall be responsible for i ontinuity of sanitary sewer service to each facility connected to the sectio� of s�wer during the execution of the work. � i If sewage backup occurs and enters �buildings, the Contractor shall be responsible for clean-up, repair, propert�r damage costs and claims. i �� a � � � � � � � � � � � a � �� !�J D B. 0 . � � ��J a. The interior of the pipe shall be a light reflective color to facilitate closed circuit television inspection. b. The pipe material shall be listed by the Plastic Pipe Institute (PPI) in PPI O y� ,�. TR-4. The pi�e materi�l shall_hay� as_hydrostatic des�gn�,basis of 1600 psi at 73TF and 800 psi at 140 F. � u�� ' �D � ��=-- - ,.; � L,-� � 2. a c. �The manufacturer'� certification shall state that the pipe was manufactured frotn one specific.resin. and shall�state �the•resin. used and its� source. All pipe shall be made of virgin material. No rework, except that obtained from the manufacturer's own production of the same formulation, shall be used. d. � Pipe.supplied under this specification shall have'a.nominal..IPS�(Ir.on Pipe Size) out�ide diameter. The Standard Dimension Ratio fSDR) and minimum qressure ratinq of the pipe shall be SDR 17.- 100 psi. Pipe with a�- lower SDR� ratio- and higher� pressure�°rating may- be used � in lieu of the mir�imum specified. Tests: Tlie Gontractor shall be required to send su�mittals to the City of Fort Worth on the production material. a. The pipe manufacturer shall provide certification that samples of the � production product meets these specifications. The ceRification will state that production product has been tested in accordance with ASTM D2837, and validated in accordance with the latest revis�on of PPI TR-3. l�l .� _ _ .� _ - �__. Li l�J PART DA - ADDITIONAL. SPECIAL CONDtTIONS MATERIALS: 1. Polyethylene �'iping Material: The�pipe and� fitting�,materiai shall be high�,density, extra molicular weight (EHMW) polyethylene pipe material conforming to ASTM D1248, Type ill, Class-C, Catego.ry 5rGrade P34, and have a I�PI (Plastic Pipe Institute) recommended designation of PE3408 and cell classification 345434C per ASTM D3350. The molecular weight category shall be extra high (250,000 to 1,500,000) as per the Gel Permeation Chromatography determination procedure with a typical value of 330,C�00. b. The pipe manufacturer shall provide certification that stress regression testing has been performed on the sp�cific product. Certification shall include a stress life curve per ASTM D2837 and testing shall have been _.____perf_ormed in accordance with,ASTM_D2837�__�,_,____�___�„_ ._,__ �,_,.___ c. Rejection: Polyethylene plastic pipe and fittings may be rejected for failure to meet any of the requirements of this specification. � � �'I _ _ _ -- — - - _ - - - _ ._ _ - - - _ � PART DA - ADDITIONAL SPECIAL CONDITIONS ..� � 4. Television fnspection: Inspection of the pipelines shall be performed by experienced personnel trained in locating breaks, obstacles and service � connections by closed circuit color television. Television inspection shall be in accordance with the specifications contained herewith for "Pre- and Post- Construction Television Inspection of Sanitary Sewer Lines". - E. PIPE ENLARGEMENT SYSTEM AND PIPE INSTALLATION: 1: Site Organization: �.. ,.�, � a. Insertion or access pits shall be located such that their total number shall �, be minimized and the length of replacement pipe installed in a single pull shall be maximized. b. Existing manholes shall be utilized wherever practical. Manhole inverts and bottoms may be removed to permit access for installation equipment. -" c. Equipment used to perform the work shall be focated away from buildings so as not to create a noise impact. Provide silencers or other devises to reduce machine noise as needed to meet requirements. �, 2. Finished Pipe; The installed replacement pipe shall be continuous over_the entire ____ ' length of each pipe segment from manhole to manhole and shall be free from , visual defects such as foreign inclusions, concentrated ridges, discoloration, pitting, varying wall thickness, pipe separation, other deformities. Reptacement pipe with gashes, nicks, abrasions, or any such physical damage which may have occurred during storage and/or handling, which are larger/deeper than 10% of the wall thickness shall not be used and shall be removed from the construction site. The replacement pipe passing through or terminating in a manhole shall be carefully cut out in a shape and manner approved by the Engineer. The invert and � benches shall be streamlined and improved for smooth flow. The installed pipe shall meet the leakage requirements of the pressure test specified later. 3. Pipe Jointing: a. Sections of polyethylene replacement pipe shall be assembled and joined � on the job site above the ground. Jointing shall be accomplished by the heating and butt-fusion system in strict conformance with the manufacturer's printed instructions. b. The butt-fusion system for pipe jointing shall be carried out in the field by operators with prior experience in fusing polyethylene pipe with similar "� equipment using proper jigs and tools per standard procedures outlined by � the pipe manufacturer. These joints shall have a smooth, uniform, double rolled back bead made while applying the proper melt, pressure, and '"► alignment. It shall be the sole responsibility of the Contractor to provide an acceptable butt-fusion joint. All joints shall be made available for inspection by the Engineer before insertion. The replacement pipe shall be joined on 04/16/99 ASC-8 � � L�� a � l�l L�J � � �J � � CI l�J u � LII PART DA -ADDITIONAL SPECIA�L CONDITlONS 2. Line Obstructions: If pre-installation (N) inspection reveals an obstruction in the existing sewer (heavy solids, dropped' joints, pro�ruding service faps or colfapsed pipe) which will prevent completion �of the- pipe bursting/crushing process, and cannot be reenoved by conventional sewer cleaning equipment, then an obstruction removal shall be-made by the Contractor, with the approval of the Engineer. 3. Sags in Sewer Line: ALL SAGS AND �RADE PROBLEMS IN EXISTING SEWER LINES SHALL BE CORRECTED AS PART OF THIS CONTRACT. If the pre- construction television inspection reveals a sag in the sewer line, the Contractor ' shall be responsible for bringing the proposed sewer pipe to� an acceptable grade without a sag. A sag is defined as any sewer line segment more than 3 feet in length which ponds water in the absence of sewage flow. The contractor shall take the necessary measures to eliminate the sag by the method of: pipe .�._ replacement�_diggingV a.sag__elimination_,pit_ and bcingingTth� bottom_ of__the__ pi�e trerrch to a uniform grade in line with the existing pipe invert or by other measures that shall be acceptable to the Engineer and the City. a:- -Identification of Sags: Sags shall be-identified by television inspection in the- absence of sewage flow. If avaifable, the Contractor shall be fumished television tapes from the City identifying the sag location. Flow shall be. µ blocked at an upstrearri, manhole and diverted to another sewer line or � downstream manhole below �the segment of pipe to be inspected. N inspection shall be performed in accordance with� television inspection of sanitary sewer lines:- Video tapes shall be submitted to the Department of Engineering for revi�w. "`� - b. Correcti0n of Sags: Sags shall�� be corrected by open cut and by adding additional bedding material to bring the sag back to grade where access is available. For.pipe enlargement methods, all sags identified on the pre- construction video tapes shall be corrected prior to commencing with pipe enlargement. In instances where sags are located under existing structures, the existing sewer line may be relocated using open cut br boring methods. The Department of Engineering shall specifically review potential relocation's ,�nd evaluate the constructability, economics� and engineering feasibility prior to construction work. __ ___�.�._..._ ____ __c�__.__ ..Measuremen�aa�_eayment� Measu�ement_ancLpaymen�t�coccect_sag�__ _ __ shall be. per linear_ footof pipe. construction.. ta correct the sag._ FoG pipe. bursting methods, open-cut or bore construction, the applicable bid prices in�the p�oposal section shall apply. a �- . , 04/16/99 D AS C-7 i� PART DA-- ADDITI�NAL SPECIA� �ONDITIONS internal air pressure reaches 4.0 psig greater than the average back ___ _ pressure resulting rom any ground-wafer 'thaf may 6e� over�tfie � pipe:� at "-� -- lea'st finro minutes�shali elapse to allow the� pressur� to stabilize. The time ,p_ required,for the intemai pressure� ta decrease from 3.5 to 2.5 psig greater than the-�average back pressure resy�ting from any ground water that may be over the pipe, shall not be less than the time shown for a given pipe diameter in the following table: w Minimum Elapsed Time (minutes) 4 6 7 Carrier Pipe Diameter (inches) 8 10 12 15 � F. - �. �..�_��_.�_�._TM__�, .�_ ., ---- - �. __�..=� .._ _.: _ _ ._�___._-- -- -- � _ _.__ b. Post-Construction Television Inspection of New Pipe: Refer to Special Condition for Post-Construction Television Inspection of Sanitary Sewer. MEASI`JREM�NT°AND PAYMENT:� --� ~- � -- 2. Pipe Installation: Pipe installation will be measured for payment by the linear foot �f �ip.e�actualL�ins.talted_.ia,ihe.�cariau�diametP� nf �Pwerc mgaSU�@d.�joq�th _P- centerline of the sewer from centerline to centerline of manholes. Payment will be made� for the quar�tities measured at the uhit price per linear foot for the various sewer diarineters listed. � � � � +Service Reconnections: Installatioi� of sewe� service cannections will be measured for payment by each aCtually reconnected �o the installed pipe. Payment will be made for the quantities measured at the unit price per each listed. Payment shall include required excavation and backfill, saddles, flexible' connections, and all other incidentals necessary to successfully reconnect sewer service lines to the rehabilitated sewer. Payment shall not include pavement replacement, which if required, shall be paid separately. 3. Sewer Cleaning by Bucket MaChine: Heavy cleaning requiring more than hydraulic jet cleaning shall be performed by bucket machines. The payment for such cleaning shall be included in the bid 'item for Pre-Construction Television Inspection of Sanitary Sewer Lines. � � � � � u _ - �-� _..__-- _ 4.-- B�pass-P-umping;-Tk��Co�tracto�sqall-p�auide-diveGsion-for-#he-flov�o�sewagP around the section or sections of pipe de�ignated- for rehabilitation. The pumps : and by-pass lines shall be of adequate •c�pacity and size to handle all flows. All costs� for by-pass pumping required du"ring installation of the pipe shall be sub,sidiary'to pipe enlargement. _o. � '� � � � � I�I I� 04/1 G/99 ASC-10 � � C�J � 4. c. � � L�J � � � � Anchoring New Pipe° and �Sealing Manholes: a. After the new pipe has been installed in the entire length of the sewer section, anchor the pipe at manholes. The new pipe shall protrude in the manholes for enough distance to allow sealing and trimming. �� l�J � PART� DA --ADDITiONAL. SPECIAL CONDITIONS the site-in appropriate-working-_lengths near the insertion pit. The maximum length'of��continuous replacement pipe which shall be assembled above ground andMpulled on the job site at any one,time shall be 600� linear feet. �For situations where th�� replacement pipe is not pulled all the way to the manhole or if it is impossible tQ pull the=wmissl�•all th�- wa�r--through, the following shall apply: At the direction of the Engineer, a 12"-18° full circle steel clamp shall be utilized to connect segments of the HDPE pipe. New P�pe Installation: a�. Thread winch cable or chain and associated �lines through sewer section to be rehabilitated. Keep lines away from pedestrian and vehicular traffic. b. Existing manholes may be used for launch and receiving access. Remove _ __ ___�__ _ _manhole_ invert.,ar.ad_ bottom as.rreguired�__...P.ull_winch_chain_throu�h_ sewer_ section and attach to cutter and machine head. Lower into launching manhole, apply winch tension pulling the cutter and head into the sewer until the rear of the machine is flush with the manhole wall. Attach steel starter pipe and •advance assembly until the rear of the steel starter pipe is flush with the manhole wall. Lower hydraulic jack into the manhole and align. Insert new pipe by simultaneous, operation of the jack and winching the cutteLaad_he.acLfo�ecarsi- , -�--- - --- — _ C.� I�i �. .. .. : oai�siss l�J � b. Sealing the new pipe at manholes shall not begin for a minimum of ten (10) hours after installation. Provide a flexible gasket connector in the manhole wall at the end of the new pipe, centered in the existing manhole wall. Grout flexible connector in the manhole, filling all� voids the full thickness of the manhole wall. c. Restore manhole bottom and invert. Field Testing: � _ __a_ ,- .Lov�PGessur�Ai�'�es�of�Replacemen�.�ipe��4fter_�ma�k�ole=to-naaqk�ole------ section of� sanita�y. sewer main has- been pipe-bu�st/cGushed. and- prior to- any service lines being connected to �the replacement pipe, the pipe shall be plu�gged at each manhole with pneumatic plugs. The design of the plugs shall be such that they will hold against the test pressure without requiring external blocking or bracing. One of the plugs shall have three air hose connections; one for the inflation of the plug, one for reading the air pressure ir� the sealed line, and one for introducing air into the sealed line. Low pressure air shall then be introduced into the sealed line until the ASC-9 �.., . .,, r� �, ,. •,:� ° . , ; .„,�.a,;,. �. � PART DA - ADDIT�I'ONAL SPEC1�41� CONDITIONS Y A. TEXECUTION "�� ' � 1. Wher'e sewer pipe is required to be installed under railroad embankriients or under highways, streets or other facilities irr other�pthan operr= cut, construction shall be O 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 operatibns, barrica�es 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. 2. Pits and Trenches: . - .'i a. b. 3. If the grade� of the pipe at the end is below the graund' surface, suitable pits oc tr�nches shall_be_excav_ated.fo� th� �ur�ose=of conducting�the jacking-or tunneling operations and for placing nd joints of the pipe. Wherever end trenches are cut in the sides of the N�mbankment or beyond it, such work shall be sheeted securely and braced in a manner to �revenf earth from caving irr.- .�- . _ .� ._ .. �._ .., _r,�. __ r� .,� � , _ _� . 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 compfeted: Boring and Jacking Steel Casing Pipe: Steel casing pipe shall be installed by boring hole with the earth auger and simultaheously jacking pipe into place. � � --- --U. •"J � l�� a. The boring shall proceed from a pit provided for the boring equipment and a workmen. The h les 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 entir length of the cra�sing and shall be checked for line and � grade on the opp site end of the bore from the work pit. This pilot hole shall serve as the enterline of the'Iarger diameter hol.e to be bored. Qther methods of maint ining line and grade on the casing may be approved if � acceptable to the Engineer. ExcaJated material shall be placed near the top of the workinci pit and disposea of as required. The use of water or other fluids in connection with the boring operation will be permitted or�ly to � -- - -.-- - t�ie-extept-r-equiGed-to-lub�icate-c�tti�gs,—Jetti�g-o�sluiEi�g-will=�o�-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 consolid��te cuttings of the� bit, seal° the walls of the hole, and furnish lubrication f�ir subsequent removal of cuttings and installation of the pipe immediately thereafter. . 04/16/99 ASC-12 � � � i� � R� �� l�J !�J � PART DAr,- ADDITIONAL SPECIAL CONDITIONS 5. Subsidiary Work: Any damage to utilities and property, resulting repairs, temporary � serVice costs; etc: shall be borne by Contractor. ��Repair and/o� �replacement of` �� - fences, sprinkler system. piping and other such restoration work resulting from �' Contractor activities shall be considered subsidiary to the cost of the project and no additional payment will be-allowed. 6. Testing: All cost for testing the replacement pipe by a pressure method will be � incidental to pipe installation. DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT: � A. GENERAL: � T 1. Furnish materials and: necessary accessories, with strengths, thickness, coatings, _ ancLfittings indicated,_specified and/oC_necessary.to_complet�the_work4___ _ 0 .. .a_ ._==� A. � � � D 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. 3. Work shall be performed in accordance with the reauirements of the Citv 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. b. c. d. �ield Strength: 35,000 psi minimum. 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. 2. Carrier Pipe in Casing: Carrier pipe shall be as shown on drawings and as —.— ___^.�.,sp�ecifie�i►Ltt�e_Gener'aL�antraetQocumenis_ _______ _ ___._. _. _ 0 3. Sewer Pipe without Casing Pipe: Shall be minimum Class 51 ductile iron pipe, o� as designated on the plans. G 4. Grout: Grout shall be Portland Cement grout of min. 2000 psi compressive strength at 28 �iays. Proportioned not less than• 1 cu: ft. of cement to 3 cu. ft. of fine�sand with sufficie,nt water added to provide a free flowing thick slurry. '� a 04/16/99 � ASC-11 ' � PART DA - ADDITIONAL SPECIAL CONDITIONS . �. a. When tunneling is permitted, the lining of the tunnel shall be of sufficient strength of� support�� the overburden: � The Contracto� shall submit �he proposed liner method to the Engineer for approval. The tunnel liner design shall bear the seal of a licen$ed professional engineer in the State of Texas. Approval by the Engineer shall. not relieve the Contractor of the responsibility for the adequacy of the'�iner method. � c. __.��::t.. The. space between the tunnel liner%and the limits of excavation shall be pressure grouted or mud jacked. II �i Access holes far placing concrete s�iall 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 measurementwill.be. made between the ends of the pipe along the central axis„as installed. The work performed and materials furnished as prescribed by this item will b� paid for at the Contract llnit 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 �nd installing of same, and for all labor, tools, equipment and incidentals necessary to complete the work, including excavation, , backfillinc��sJi�posal of suL'�l�d��aterial shall b��Lcl�c�cLi�CLt}le�o.�tr��lltli�.Prjce.�G._____ . shown in the Bid Proposal.. � DA-7 PROTECTIVE MANHOLE COATING FOR CORR�SION PROTECTION: A. GENERAL: IA . 1. Scope: This section governs all work, rraterials 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 surF�aces. Protective coating for corrosion protection shall meet the requirements of tfiis Specification (and items DA-12 and DA-13) and the Manufacturers recommenc�ations and specifications. 2. Description: The Contractor shall be res�ionsible for the supervision, materials, equipment, ar�d Y�sting required protective coating of structures ir�, accordance � a � � - --�� furnishing of all labor, � for the completion of with manufacturer's ----- — — - - ----------------- ___--- -- ---_ ' - -__—__. ___L1 ' recommendations. � 3� Manufacturer'� Recommendations: Matecials. and procedures utilized. for the lining process shall be in strict accordance with r�anufacturer's recommendations. � 4. Corrosion Protection: Corrosion protection��nay be required on all structures where high turbulence or high H2S content is ex�ected. 04/16/99 ASC-14 � � U � � a Q4 � � f�l � LJ 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 casin�, so as not to float the pipe. The backfilLmatetiaLwilLaot be reauir�d_un.les.s_sp.�sifierLo�th�plan�an� specified by the Engineer. e: Closure of the °casing after the pipe� has��been- installed shall �e plugged� at- the ends of the casing as shown on the drawings or as required by the Engineer. • 5. Boring and Jacking Ductile Iron Pipe without Casing Pipe: a. As indicated on drawings and as requi�-ed and directed by the Engineer sewer shall be constructed of bore and jacked ductile iron pipe. PART DA --ADDITIONAL SPECIAL CONDITIONS- c. Allowable• variation from the line and grade shall be as specified under paragraph A.2: All, voids between bore and outside of"casing shail 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. b. All sRids shall be treat�d 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_ sk�all prevent o�er.-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 D -�--��._ _ � 0 �- oa��siss � b. When a casing pipe is. not designated on the drawings, the contr�ctor shall provide a casing pipe if necessary to achieve line and grade. Casing pipe shall be provided at no additional c�st and shall be subsidiary to the cost bid for installation By Other than Open Cut. . c. Bore and jack in accordance with paragraph C.3. above. d.. Short, length of sewer_�consisting,.o�. 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 soif, the size of the proposed pipe, or the- use of monolithic sewer would make the use of tunneling more satisfactory than jacking or boring, or when shown on the plans, a tunneling method may be used, with the approval of the Engineer or railroad%highway officials. ASC-13 ,f �. �.. � 3 PART Di4 --ADDITIONAL SPECIi�L CONDITIONS ;, �d c. After ail repairs have been completed� remove-all loose material. Protective Coatir�g: ��.. �e �} � •� , �_ .. �„ �I ' 0 a. The- protective-coating-shalh 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. ,o �❑ � � b. The protective coating shall be � installed in accordance with the � manufacturer's recommendations and the following procedure. 1) The surface shall be thorougFily cleaned of all foreign materials and matter. � 2)_ '_ Place_ covers__over tbe.. inver��to�prevent_ extraneous material_ from.._ --- -- -- --- - -__.�_ ___ .� .�- ---- _ _ . - ---- ------ - . - -- - - - - ent�ering the sewers. ° 3) 4) � `� AI If required for filling or leveling, apply specialty cement product to provide-a-smooth surface for iihe-coasting material: - el Spray the urethane or epoxy onto the structure wall and b�nGbL�r�.ugl�.to_�_minim.�m_unifolr�tbi�cicne�ss>f125�nils_�0 1?�- -. ----. -.-. inches). Thickness to be �ierifiable through the use of inethods acceptable to the� Engineer. 'X1fter the walls are coated, the weoden bench covers�shall be removed. 5) The final applicatior� shall h�ve a minimum of three (3} hours cure time or be set hard to the tbuch, before being subjected to active flow. �i 6) No applications shall be m�de to frozen surfaces or if freezing is expected to occur inside 9'the structure within 24 hours after application. 4. Testing of Rehabilitated Manholes�i Testing of rehabilitated manholes for watertightness shall be performed .�y the Contractor after operations are complete in accordance with the Section D-63 - VACUUM TESTING OF SANITARY SEWER MANHOLES ' �IA : D. MEASUREMENT AND PAYMENT: Payment shall�'�be based on the Contract Unit Price Bid �- ��`—� —�--- ��r-vertical`foo��measurea-from-the-bot�om of tt�e frame to�the top of-the b�nch. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment ,and ma'terial 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. MA ix yi oai�siss ASC-16 �: � .w� � � a � �� I� � � � ,� � C� � u �� L� PART DA - ADDITIONAL SPECIAL CONDITIONS B. MATERIALS: 1. Scope: This section gove�ns the materials required for completion of protective coating of designated structures. � -�,. ._ .._ . � ttJ .� � � C. � _--- --- --_-` � a �_ 04/16/99 0 2. Protective Coating: The protective coating shall be a proprietary finro component, 100 percent solids, rigid polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc. or a two-part epoxy� resin system using 100% solids based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 405. 3. Specialty Cement� (If required for leveling or filling): The specialty cement-based coating material shall be either Quadex QM-1s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. --, _N._ .� ___.�. ______ _.._�. __ �.... _ _ � _._ _ .- --..�� _ _ _. _.._...� ____ ,__..�_..�._._- - - -, _�. ._ . ___ 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: - - P,roperty Standard TanS11+�StLBClgth q$IIIlLQ-63£� Flexural Stress ASTM D-790 �'lexural Modulus ASTM D-790 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. Long Term Vatue. 5 j1QQ_pci 10,000 psi 550,000 psj EXECCJTION: 1. General: Protective coating shall not be installed until the structure is complete and � ..._ `_ in place. 2. 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. ' ASC-15 t. � PART �D`A --ADDITIO�VAL SPECI�,AL CONDITIONS , � S � � �• �r p. 4. Materialldentification - - - -- - - - '11 . __ _ �' '� The interior manhole coating material sprayed onto the surface of the manhole shall be a urethane resin system formulated for the application to a sanitary sewer environment. The spray system shall exhibit ��e physical properties as follows: Propertv Tensile Strength Flexural Stress Flexural Modulus 5. Standard ASTM D-638 ASTM D-790 ASTM D-790 � Lonq Term Value 5,000 psi 10,000 psi 550,000 psi Mixing and Handling � �� i� Mixing and handling of specialty cement maf�,erial and interior coating material, which _ __ma� __µbe _,_toxic.,..under___certain _conditions�.shall _be_�in __accordance with___the _ recommendations of the man,ufacturer and it� such a manner as to minimize hazard to personnel. {t is the responsibility of �'he Contractor to provide appropriate protective measures to ensure that material� 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 ins�allatis�ns- � dr . C. EXECUTION 1. General +� � 16 Manhole coating shall not be installed until sealing of manhole frame and grade adjustments, or partial manhole replacerf�en� when required for the manhole per the Manhole Rehabilitation Schedule, is comple�e. : Tem,perature .�� 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 Caating e� � � � � � � .----�=a_ � � � � � �� a. The interior coating shall be applie� to the manhole from the bottom of the D _�._--------------fram�ta#he_b.enck��daw►�tto�k��top'"of_tk��t�ough.--_,.___ _�._------__.__- --- --------- �. b. The interior coatin� shall be installed in accordance with the manufacturer's p recommendations and the following`procedure. �I 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, 04/16/99 ASC-18 � .� � � .� � 0 a � � -- --- -= D � �.. _ :� Q O D a _�------ a � � -. � PART DA - ADDITIONAL SPECIAL. CONDITIONS DA-12 INTERIOR MANHOLE COATING - SPRAY WALL S-YSTEM: A. GENERAL � 3 z , 1. Scope• This section governs all work, materials and testing required for the application of � (nterior manhole coating. Manholes designated for interior coating are listed on the Manhole Rehabilitation Schedule. Interior manhole coating sliall meet the requirements of this Section or of Section DA-10, DA-11, DA-13, or DA-14. 2. Description The Contractor shall be responsible for the furnishing of all labor, supervision,� ma�erials,� equipment,._ar�d teSting.,required for the comqletion of : interior coating of �� ___ y�^ manholes in accordance with the Contract Docu'ments. 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 QIVI-1s or Reliner MSP) sprayed or trowelled on coating over the original � � �interior surface. MATERIALS � . . • 1. Scope , This �section govems the materials required for completion of interior coating of manholes. 2. Interior Coating � The interior coating shall be�. a proprietary two component, 100 percent solids, rigid __�__poly_urethane sy_stem designated as_Sprax Wall as_man�afactured,bkSpray�:oq�l�c`______ 3. Specialty Cement The specialty cement-based coating material shall be either Quadex QM-1 s as r�anufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. 04/16/99 ASC-17 ' 0 ._...�,, . � „� PART DA - ADDITIONAL SPECIAL C�ONDITIONS .� 2. Description '` --�---- - - �- - -- - t .. _. __._.._.._.__.4-�-- � -- _ _ � 4 The Contractor shail be�'responsible for the fumishing of all labor, supervision, materials, equipment, and testing required f4r the completion of interior coating of manholes in accordance �firith the Contract Documents. Manufacturer's Recommendations � Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufa�turer's recommendations. �o . �� Manholes "� Manholes to be coated are of brick, block, or concrete construction. All manholes ___ _ shall_ have a_.minimum�.of, one-half �1/2) specialt�r cement-based coating_ material �(Quadex QM-1 s or Re(iner MSP) sprayed or trowelled on coating over the original interior surface. �° B. MATERIAL-S� 1. Scope � Il � This section govems the materials required for completion of interior coating of manholes. t�-��===- 2. Interior Coatittg M� F '; .._ i � Yh 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 4qk5: 3. � Specialty Cement 3� The specialty cement-based coating material shall be either Quadex QM-� s as manufactured by Quadex, Inc. or Reline'r MSP as manufactured by Standard Cement Materials. ''f Material Identification �� Contractors will completely identify the typ'es of grout, mortar, sealant, and/or root __� ____ __._ �control. chemicals pcopa.secLand�ra�ide�c�s:eJ�istories_of successfuL_us�o�dQfen� the choice of grouting materials_based on chemicaland physical propertiesf_ease of application, and expected perFormance:' These grouting materials shall be compatible with Raven 405 interior coatin��! The contractor shall be responsible for getting approval from Raven Lining systems and/or the grout manufacturers for the use of these grouting materials. � 04/16/99 ASC-20 � � �� .� -- —� � � l`' � � � � � L� � � _?��-_ - �- -__--- --_- - - �� lJ O IJ � [�J � PART DA - ADDITIONAL SPECIAL CONDITIONS 2) degreaser, or other solvents as� needed in •order to remove- any film or resid�ie on-tfie surface. -� � �� - --` - � - 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 surtace for the urethane coating material. 4) Spray the urethane onto the �manhole wall and bench/trough with a minimum thickness of 125 mils (0.125 inches). Thickness to be verifiable through the use of inethods, acceptable to the Engineer. � .._ ,___ _. ___ _ 5)_ _ _Coat trough area with specialty.^cement_product, (Quadex_QM-1s_or_ __ _, � Reliner MSP). Q1. Testing of Rehabilitated_Manholes ' W T m� a. Testing of rehabilitated manholes for wate'rtightness shall be performed b.y. �, a the Contractor after operations are complete in accordance.with Section DA-18. . � � O � a _a�__�.. � a a- a 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 furnishing all labor, supervision., materia(s, 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 tro,ugh, 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. DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM: � 04/16/99 GENERAL 1. Scope __�_ Thi,s�e_ctio.n_ governs_all wock,_materials_and_t�sting_r_equir..e��or_.�he_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. ASC-19 � � � � � � �ie pl � PART DA - ADDITIONAL•SPECIAL CONDITIONS �� a 5) The final applicatiora shall� ha�re a minimum� of three (3) hours cure -� time o� be,sef hard"to the touc�� 6e�o�e<�eing subjected to active flow. II •- 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. Testing of Rehabilitated Manholes �' a. After the epoxy liner has set (hard Ilto 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 a�.s required,_at no,a�ditional cost to. the Owner. �' b. Testing of rehabilita�ed manholes for watertightness shall be perFormed by the Contractor after operations-are cbmplete in accord�nce-with Section DA- 18 - VACUUM TESTING OF REHABILITATED MANHOLES. D. M�ASUREMENT AND PAYMENT � Payment shall be based on the Contract lJnit 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 �s`=-'� for performing the work and for fumishing all lab�r, supervision, materials, equipment all testing necessary to complete the work. Paymen� for grouting of pipe seals, bench and trough and manhole walls shall be based on the Contract Unit Price for each manhole actually grouted. �� a DA-21. LOCATiON AND EXPOSURE OF MANHOLES AND WATER VALVES: �,� The contractor shall be responsible for locating and marking all previously �xposed 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 Constructi�n Engineer (if he is available) in the observation and marking activity. In any event a street sF�all be completely marked a minimum of finro (2) working days before resurfacing begins on any street. Marking the curbs with paint is a _ .recommended procedure. �._.�.__�.__..__.. - . _..�._ ,,��.._._.�.`�—r--_- - --. �_____ 'M i� It shall be the contractors responsibility to notify the uti�ity companies that he has commenced work on the project. As the resurfacing is completed (witliin same day) the contractor shall locate the covered manholes and valves and expose them for�elater adjustment. Upon completion of a ;street the contractor shall notify•the utilities of this completion and indicate the start of the next one in order for the utilities to adjust facilities accordingly. The following are utility conxact persons: �� 04/16/99 . I� ASC-22 i' __� �� E�� _ __ � � � � � � � � � � i� �� D a 0 5 a _,� _ � D � � 1. General C. EXECUTION . _ _ __;_Manhole�•_coatic�g shall_,not.be performed until_sealingy of manhole.from_frame and__ __ _ ; _ grade� adjustments, partiah manhole replacement, manhole grouting or sewer replacement/repairs are complete. � 2. Temperatures - � >• �- - - �• � • � � - a �� - 9�� a � � . b. The interior coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. f 9 1) ` The surface preparation shall comply with the requirements of Section DA-9, SURFACE PREPARATION FOR MANHOLE RESTORATION. Z) Apply a minimum of one-half (1/2) inch specialty cement-based product (Quadex� QM-1 s or Reliner MSP) smooth surFace for the ,__..��--_---�___..---_... T__,�_._�____�,—.ur�tbane_coatingmaterial __.� � �—_..__ ---_- � 3) The surface_ prior to application may.. be damp but shal� 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). � � 04/16/99 0 0 PART DA - A�DDITIONAL SP�CIAL G.ONDITIONS i Mixing and Haridling 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 mann�r 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 approyal of the Engineer. Coating shall be performed only by certified applicators approved by the manufacturers. Normal interior coating operation shall be performed at temperatures of 40°F or g��atet,lLo_a�plic�atisz�s.Jsall' be mad_e_wh�n�ezingl�exp��t,�c�vYithin_2�hszuLs. 3. Int�rior Manhole Coating a. Manholes schedufed for interior coating are shown on the Manhole Rehabilitation Schedule. The interior coating shall be appfied to the manhole from the bottom of the manliole frame to the bench/trough, including the bench/trough. 4) After the walls are� coat�d, the wooden bench covers shall be removed, and `the bench sprayed to the same average and minimum thickness as required for the walls. ASC-21 . „ .. � - PART DA - ADDITIONAL SPEC�'AL CONDITIONS N� � � The unit price bid per square- yard� shall be- full compensation' for all labor, material, equipment, � � supplies, and incidentals necessary�m complete the work. �j w �. .A: ��a�, -- -- - � . q DA-29 REPLACEMENT OF 7" CONCRETE VALLEY GUT;TER: This item shall include the removal and reconstruction �of existing concrete valley gutters at locations to be determined in field: i� Removal of existing concrete valley, asphalt pavement, '"concrete base, curb and gutter, and necessary excavation to install the concrete valley gutters all shall be subsidiary to this pay, item. Furnishing and placing of 2:27 concrete base and crushe'� 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_sta�dard_specifcation. Item.,No., 3141 "Concrete� Pavement", Itemt 312 "Hot-MixM.Asphaltic._ __ ___. , -.--- _.�___. �.--�� _ . _ _ _ _ ... _ Concrete", Item No. 104, "Removmg Old Concrete", „ Item No. 106, "Unclassified Street Excavation" Item No. 20$ "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) Concr�"te Base in lieu of Crushed Stone at no additional cost. See Item 314" Concrete Pavement".� li Asphalt base material may be required at times�as direct�d by the Engineer to expedite the work at locations identified in the field. ,-:;_.;�� - !! �� _�' The conerete shall be designed to achieve a minimum cor�pressive 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. G If the contractor fails to complete the work on each half �Yvithin seyen (7) calendar days, a$100 dollars liquidated damage will be assessed per each half qf valley gutter per day. The unit price bid per square yard for Concrete Valley�ias 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 BAS/E (UTILITY CU7� �I The following specifications are for the furnishing and pla�cing of reinforced concrete pavement or - _ __--base_a�shawr�on_detaiLaacLa�dicectecLby tb�Enginee�_ . � .. .. .... . .... . . — _ --- r� A. GENERAL: I! Reinforced concrete pavement or base shall conform to Specification Item No. 314 herein except for finis�ling and curing. �� _- _ -_=� �. � � � � � � � � I� �� 04/16/99 ASC-24 �` � � � � • . lJ PART DA - ADDITIONAL SPECIAL CONDI-TIONS Companv Telephone-Number "Contact Person Southwestern Bell Telephone 338-6275 "Hot Line" Texas Utilities 336-9411 Mr. Roy Kruger Lone Star City of Fort Worth, Street Light and Signal Ext. 2121 336-8381 Ext. 6982 871-8100 Mr. Jim Bennett Mr. Jim Bob Wakefield Of course, under the terms of this contract, the contractor shall complete adjustment of the storm � drain and Water Department facilities, one tra�c 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 re�sult in the shut down of ----`the-resurfacing operation�-by-the-Eonstruction=Engineer.-= _�=� -- -"-- l�J � L�J � C''' � � � l�'1 7he 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: �Qntractarshalrrepta�atf-ctamagecf existirrg-cartr-arrd-gatter, asdesignatect-bythe-Eorrstractio� � 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 NorS-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 sh�ll be completed within fourteen (14) calendar days from the .day of demolition to dafe 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 materFals, labor, equipment and incidentals necessary to complete the work. _T __ ` _ _ DA-23� REPLACEMENT OF 6" CONCRETE DRIVEWAYS: � This item shall include the removal atnd 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 Specifcations. 04/16/99 Q ASC-23 • ___ Y s.� � .._ � . __.. � � � le� � � PART DA - ADDI-TIONAL SPECIAL CONDITIONS B. FINISHING: The reinforced concrete shall be brought to a uniform surtace 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 conforming to the requirements of ASTM C-309, Type 2, white-pigmented " cor�pound, 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. 6 D. EXECUTION. � . = �� ___ � Included in this .item will be the removal�,of the existing:.reinforced concrete:_pavem�nt. �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 wit#i the �� "�� `" anew reinforced concrete pavement. The existing steel shall be thorou�hly cleaned befor� �"'��. `�� - -- lapping. .- ' . •� � 0 The following work method will be performed on each utility cut: � D 0 �_� 0 a �- � 1. Place safety signs, barricades and/or other warning devices where necessary• and as. •� ��` � required. � - � ' 2. �teplace pavement to nearest joint. - , •�;��;a;, --.-- 3. Mark out the damaged area with keel, chalk line or paint being sure to inclu�e all areas `�'.: � requiring repair. • 4. Saw cut along marked lines a minimum of finro (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. 9. Maintain traffic control devices to �rotect the area until the concrete has cured seven days or concrete reaches 3000 psi compressive strength. E. PAYMENT: Payment shall be made at the unit price'per linear foot as shown on the proposal and shall be full compensation for furnishing all fabor, materials, equipment tools and incidentals necessary to complete the work. 04/16/99 ASC-25 a a o. a a � � L! D � a U D � a 0 D �t�tiUN EI00 - MATERIAL SPECIFICATIONS MATERIAL STAN014R0 E144-4 JANUARY 1. 197$ (ADOED 5/13190) �� .00-4 wATERTIGHT MANHOLE INSERTS� ' `Ir �100-4,1 6ENERAL: This standard tov�rs the furnishing ind installition of wstertight qasketed manhole inse�ts�in �th� Fort I�orth sanitary sewer collection system. . � IP �� r i � . .\ � � � •. b. t. d. �� The manhole insert shail be of corros{on-proof high density polytth�lene that meets or exceeds t ie requi�reme�ts of ASTM D1248, Category 5, Type III. The minimum thickness of the manhole iasert shall be 1/8". The manhole insert sha11 ha.ve a gasketithat provides positive seal in wet or dry conditioas.� The gnsket �Shal�l be made of closed cell neoprene rubber�and meet the requiremen� of ASTM 01056, or equ�l. � The manhole insert shatl have a strnp��for removing the insert. The strap sha11 be made of minimum 1" wide woven polypropalene or nylon webbing, with the ends treated to pnevent unravelling. Stainless steel hardware shall be used to securely attach strap to the insert. e. The manhole insert shatl have one or� �re vent holes or valves to release gasses and allow water i�flow'a� a rate no greater than i0 � gallons per 24 hours. � ( � �.� � � � a. b. 0 The manhole frame sha11 be tleaned of ia�il dirt and debris before placing the manhole insert on the rim. �' l The mannol� insert shall be futly seat�dlaround the ma�hoie f�ame �im to retard water irom seeping between t�e` cover and the manhole frame rim. I H ( 11 11 ` �. I .� � � � � E�oo c �, ,� 0 ��., ; � � �, � .., �; � � � i � � I �. i 0 �� I� LJ �� C cc�anour w�rr, Box-� H�rrH t,ro �� • 1 srp �cE.an��N� w!�E --� �� ; 2' SOUARE I � r . . . �: �� FlNrSH� �7 GRAOE — ; � � .�t. .� �� . �, ��, Z".. . .�. i . . � �a , �.. z R w � L �, � � F!!YISHED CRADE i `.�,�,,�, ��I„��l'`•l/"'�� . ► a��I�%i? �.:Yiyi? � � ;; � .—� ---------�----- . - � � --------------� � �. i; ' .' � EXIS+iNG SERVlCE UNE' . _ . -i, . ` .. � �I ` ��; , - . , �, ,� i ; �� h��. . .. j �.�:..' : � �. ..,;�t � .. ��: t �� $EWFR ?IFE PIUC .. � L_. ✓ :t.' RU3&E.R : � : •:�'; )• . (,\ C�45%CET�O PtP� • '.. � � V/ / eFLc w�rti ceNc . -: � � COC:.AR ' '• // � ' �� l / :' . . .,i ��I C�'' O D� � � � O � � " ` —SPfCIFiEO �IDAPTE�c �DUAJNc; .. �'� —' 6" '�./l�l a.T �JTTv^M ONLY . . � � � 4.5' E�r�l� ..'. . : ��%� . �\� ' ' � �r�/\ �-- ?YPE�� '�" �i.R 8" BACKFfLL . . . • ��\ �� :'., .:.�.� � , � ��, . NEw .Har.:T,Af ( SEW£R LlrVF � � a/ WITN S�AiI�✓ARO £MB£��:lfr`�T ��R �lG r09 'C II /� � .� CROSS--SECTION OF SEWER AT ,�ERVICE CONNECTION i ' � �� . � • ; I � ��-- rtc" r-irrr�vc • � ! ! � • . � � , I � .�. �; � � � ' � I � ! . 1 . � �/ . ., . � i � � , . • ` i �� , il �. ---------------- ....�. �:�_ �� .._._. � ._��--; - — — -y-- - . �,�_.r. � � � ; . ., . r� , ,, � . � , . i � i „ , i '� . • � ' w i � ' f 3 w ,'. i � '• � v,w . .. i � �' wi � �� , �;�---�t PL�N vl�w � a � CHiM�IEY .�ERI�ICE � (Ni�T 7Q �CAI_E) � �----- l�J � � m � .....�� . . .� •. � ^� � � �� EXCAVATI❑N, �ACK�ILL ,w AND PAVEMENT � REPAIR UNDER EXISTtNG STREETS �� N. MIN. 2' H❑T �R C�LD MIX ASPHALT EXIST. STREET PAVEMENT �.�////////�/// �'� MIN. 6r Cah�P�C�� ' /� j�`/�% � • ; " . '� . , ' FLEX-BASE MATERIAL�%�� /�'/,� : a . • . Q ' '//./:'/'//!: "%//.• i /�G• /%�/i f . ': ` • •♦ t• BOTT�M �F TEMPORARY �R � ,.�� :i.•'•'i.'�. . , . � � � •. � PERMANENT PAVEMENT REPAIR � �� EXIST, BASE � � —TEMP❑RARY PAVING REPAIR SH�WN - F,�R PERMANENT PAVING REPAIR Il'ETAILS SEE FIGURES 1-5 �R AS SPECIFIED •IN T'HE PLANS ❑R SPECIFICATI❑NS, -j �//////%%%/ � ' � . / •• �''` . . •'' �' •� ' ' �' . • . % . ,a�' ' . ' • � .. `.. . •.d ' . :�: ...,��'. �. • •• � � ' � � �- �TYPE C BACKFILL � SAND MATERIAL :'` ;�' ,,�`. .•.~j�'r�� '• SEE SPEC, El-2 a EMBEDMENT "�"' �''� ' 1'-6' MAXIMUM SEE SPEC. El-2 • • •• '�� :•.,• :a:•. � ,.. •:'1,. : � �� 1> SEWER - MINIMUM 12' ' : . ��. : : •��' �, SAND EMBEDMENT COVER '�' � �` ., „t 2> WATER - MINIMUM 6' •��.: �� • ..-. •��--' SAND EMBEDMENT COVER : v:• �� .'". ; � CRUSHED STONE � .-�� •, Q, Q •• ��;••., � SEE SPEC, El-3 MINIMUM 6' EMBEDMENT � �z�' � �`r'=' .� � � �+ `�. Y�N a : �� ::.: � tt -.�: . �� .: � ...•. ��: .= r: . :..�.• ...:i.x•.:?.:rti� .., � J �� ' . j '� � � • � �m � INCLUDED IN LINEAR F��T �ID PRICE ❑F PIPE � � �IGURE � .� CSEWER� ALL�' � CWATER SIZES 16'�' � � .._ B . . SIZES) & LARGER) NTS " REV� MARCH 25, 1999 9 � L� � '�Il L� L�J JOINT OEPTH PAYEMENT JOiNT �OEPTN THICKNESS t T/4 ) T=5' 1�/�` T=6' 1 j2' T=7` � 1�4` � - �-; T�8, 2` . a � u � � � � � � o •�' ` 1' ��;' 's::::t::::� � � _ � :�;: � � SAWEO JOINT FACE W C.� � ,: . S ' �� ' � : • ''� 3�g' OtA. CLOSEO C�LL EXPANOED � :�. �.;;: • • . POLYETNYLENE FOAM BACKER ROt .N ��.s ,�•;, Z••• .• • • �,,�- �� . �f � • • � , : I,� � � , • � ��• •� •. • �� • . . �II FIRST POUR � �' : ,�; � ,SECOND POUR � � ' 'COLD` JOINT CONSTRUCTION JOiNT �ETA1L �t0.2 SF..�4l.. FOR LpNGtTtJt�1NAL ANO � � . TRANSYERSE�CONSTRUCTION BUTT JOINT � " N.?.S. . , ��. S1LiCONE� JOiNT SEALANT � . . � �� .�• �w • • • ''r • .•. � � � �• � '•�! •. .1�F�;;��t�� SAwED JOINT FaCE . • . .��• . * Q ;: :;f::::;;:-r, • . � :�•• •. ��` :�� •' 3/8• OIA. CLOSED CELL EXPANOEO t— .. ' . ' .�, ',.•; : •. POLYETHYLENE FOAM BA�CKER ROD _ ..•; / :�.; _ � - . ,�.. �, � ; • .: , .�•. •• • • 3�. : . ., ., . .; ., , - . . '::;.:;: • . '. •�� ` N ;3f31Ni OETA11. ��I0.3 s�� oR sawa� oU�c�Y �our� � N.T.S. �, ��t' . . . - � . M . ��, N �. f. , ' � � �• ,:: r � ^ �6 � SMOOTH � �' �' : %�� _�_ ..:;ta :�:,� � .n' :,•;i. :. � �� f •'w . r-- ` . �.�. : n� ' ; ; ��:. s�.�-�• �-.�` ' � -_--_ Si�iCONE J01NT SEALANT PO4YETHYLENE BONO BREAKER TAP� REQW000 EXPANStON d0{NT FfLLER � � UOWEL SUPPORT BASKET JOlt�ii` DEi'AIL � N0.1 SEA�. FOR EXPaPiSlC1N JOit1T N.T.S. .' St1PALEMENT TO T&Piht FlGURE t: � WHEN EXISTING CON�RETE i5 CUT. SUCH CUTS S�AI.� 8E MAOE 1lYITH a COHCRETE SaW. ALL Sa{KiNG SHALL. BE SUBSIOIARY TO THE UNI'� C(JST OF THE ITEM FOR WH(CH SAWING _ f5 REDUtREO. JOiNT OETaiLS NOS. 1; 2& 3 OF THE T&PW PAYING OETa[LS SHAL� BE �� APPLICABLE. °' � �� Q � ,� � r � � � � � � � � i � � � 1� � � '';`✓;<;. . • . "' �io.3 BARS ON 24' CENTERS BOTH WAYS WITH � M(N.2 BARS LONGlTUOINAL IN OITCN. � �EIQGST�R 8 EXIST. CONC. CLASS •A' REINFORCEO CONCRETE EXIST. CONC. EXIST. CURB � � PAVEMENT , PAVEMEfVt REPL'ACEMENT PAVE�tENT �� GUTTER . SAw CUT , SAW CUT � �, . ' �. ' • • • • * • ,—,J • �,./ � �� -- � . . � . . ' �. 1.� � � � — . . �. �' � • /. / • 1 �. • �� ! � . • �� 1 �� .� • . . �/.i� l /.� � • /.� �. � • �r1-^� '�/ � ��l � � • � � ��1�- ��1 . . �« • ; � : 6' MIN. � : . ' . • ; �' . �Z� • •� i � • � � � � � � 12� . . • _ •. . . � �' � � ' • ' ' • � �-- 2:27 CONCRETE EXIST: BASE tIF AN17 EXIST. BASE � . ..• .� •,`. � •; . • �� • . . � a� • "•: •' �� ••' �ALL TRENCN BACKFIL� SHALL MEEi REQUIREMENTS FOR �• •. •��•. ,. GRADATION AND COMPACTtON AS SPECIFIED IN ITEM �02 QF .. ,.. TNE StANDARD SP.EC(FtCAT10NS FOR CONSTRIlC710N, PUBL(C .. � •• lYORKS OEPT.. CITY OF FORT WORTN TEXAS OR BACKFILL CRUSNEO L�MESTONE BEOO�IG TO EXTENO � t; •• AS SPECIFIED IN SECTIONS E1-2 EG .�2-2 OF 'fHE � fROM 6• BEL017 PIPE TO SPRINGLINE• � . '• SPECIFICATIONS FOR WATER DEPT. PROJECTS, FORT WORTH ' �0 � � � WATER' OEPTH q'iY OF FORT WORTH, 'f�XAS. NOTESs � ._�Q�O�\ oo� � Q��1 � �.� .. /�/o`G` � � o PROPOSED PIPE �—� 01TCN WALL� � ' 1 � � � 1 � 6' CRUSHED LIMESTaNE BEDDING � REtNFORCEO CONCRETE PAYEMENT SNALL BE REPLACED TO ORiGINAL OEPTH OR TO A MMiN�UM OEPTH OF 5'. WMCHEVER fS GREATER. • Q IF STEEL • EXISTS IN CONCRETE BASE • TO BE CUT. THE STEEI. SHALL BE CUT AND SALVAGED AS POSSiBLE. A M(N(Ml1M .LAP SFLiCE DiSTANCE OF 12' SHALL BE PROYiDEO. . Q REMFORCED CONCRETE PAUEMENT WILL BE REPLACED AS SHOWN OYER TRENCH � IN TNE EVENT NON-REINFORCED CONCRETE PAYEMENT IS REMOVED. . q0 BEDOJNG OF PlP� TO MATCH ADJACENT SEGT(ONS OR SPECtf(CATION 402. WFiICHEYER IS GREATER. • ' � AODED TO THE CLASS �A� ONCRETE. HALF TNE SPEC(FIED THfCKNESS OF 2s27 1S F�GURE 1 � CONCRETE PAVEMENT REPAIR DETAIL � NOT TO SCALE � 0 C� C� 0 C� � �] C� L� f� C� {� �1 t:� t� �l . C� .. � Ot1�T. CUII� • WiTtM [x�iT At�Wlf tu�r�ct � t1iT�11i C CYR� • WTf[• —t��tr COuC Mfl `tY1�T:N�� Ct>fi A�R[��OACt�� • .t � L��ll fR[MCN •ICM/ILL :M�ll ��T `ti�� W♦ iLit ( N AMt � COACAiTI Mst • •.. . �' RtOU�R[M(Mif �011 •R�TW1� 4N ( 11 i0� � , • � CM/rCT�ON �1 /��C11K� M /f [Y • • : �,�. �Ot of rwl ftarMM M�C��CA- . . Ta�! r011 cOw1t�YC*�OM�'►YKt ' •i �AM• 0(IT�CITr N IOA� �pITM ' �� Y[a�f o� �I1C+�+1�� M f"[O�KO �w KCTIOM� ��.t YIQ [t-! M TM[ NTGI /ALL • ,•'• f►tC11�GAT1011• /�I1 INt[• K►�IIT- �fAT ��0�lCT�. IIAT N�TM sTtR • � • • ' R►1 �C�f • OI /MT �MTM� T[IN. ' �-• '•� , c .'�a' • �� I��[• Il�t+llf f M1iT�lL�TIM �' � n.. '''' • • ' �I�i ..!.. .� . � . .. � ' • � '.. • �y' • �• • ' , ' • ' I 1 .' �. • . 1 � �• . .� �. .1 • �� . _ •• � . 'Y��.. . ��• . • • � '�, •'y �7t/ � �1•K111/MC� OMCMT[ Nit ��ll 110.�•M �T[t� t111�T• Ir �Mt11[T[ M.!-�tU/0�1ts� CONt11lT[ ��[ INi�• 1�l fsN� athu�� C�wt[ �xGll N A�ILAii� t� MMM1Al �lKM �11�t TO �[ CY1. TM/ •1[t� ■I�l •[ A�/'�K[� M�MON, �! �R►l�L[� �0 TM� OA1s1aL� M 1� A�Ir� K'tN i/ i� �MALI �i CYi AM� {�M�Si� A� OY�R tA[MCM IU T/t tY[Mi IWM � K'TM. MIYIAI ��v[�1LAT OII �ll � .�I�M�fM » t� �MAiiw. � 10�/I��t • rIM1YYr LA/ MLU w[III/OACi�C�AiT� •4�[ 1� MIMAI♦ �fw[[T{ fKAll �[ Iy • ��TAwCt M 1!� wKl �t M4vot� 11t�Mv[�. M iwf �K� W�K! t��. I�f- �[��NN 0► h�[ T� 11ATC11 AOJAQIff NO.s- 2�27 CONCIIETE MA� YE DELETEO IF �[�t10�1� !R !�[C!/KRT� 1� �I�O�RYLA MAIf TME 3�[CIFIEp T 'KN[SS OF 2�27 1! �� T�«� AOOED TO TNC CLASS "A�CONCRETE. TYPICAL � SECTION TR E N C H REPAIR ASPHALT SIiRFACE � R�IN�ORCED � �ONCRETE �ASE, c�rr of foRr �roRrM ��_�_,_n RE�,.., � ;'^"'' TpANs�ORTATION/PUSL�C WORKS OFtT. �:�-u—�-r� � �M• : vss fMt/Nffi1A1►i � . - ---- �e+-�z-is-�e ' J - �!�'",-`f/OM . REv-�- 10-�e f/i. !. . . . ..._.. . ... . . �-��._ ..-.w�. w ...: .. .. .. .......- - -�------ �o � •��s a• :.' ccwrt�t �otM �AYI �tTM • i Ylp :•��S IOMG�iY��M�I MI, OITCM C� C� Q C] �! C7 . i� C� EXIST. CURB � F,XIST. N.M.A.C. E� GUTTER� � SURFACE -� SAW CUT--. ; . �- - - '� I � '6' CRUSHED LIMESTON� BEODING � � e� �� F � � � � � NOiES • � 0 � 0 � � SEE �N07E 4O BELOI� ' , PROPOSEO H.M.A.C. REPLACEMEfVT �2� �N'� EXIST. H.M.A.C. SAW. CUT � FACE %///////%////�ii�, � C� C� C� C� C7 EXIST. CURB & GUTTER �r � • I .. • .� f �, • i.� � . . .� � �, .� �� / J i ��\ � J i ��\ �% i ��\ / � i ��\ "+:'! ::�: � 8' tN �:��'�: ��. . �� .�� . i. . . . . . .�� . . !_�,. .. •. • . .• • ... -[.� � � 1� .' • • � • • • • • 12� \ EXISTING GRAVEL BASE �:.� .. • • . . . . • • • .. ' ,'"'i � ... ... .. ' � ' � �' • ' � � : � �• EXISTING BASE tIF ANY) . ..• : '.'• .� . . � �. � ' • • : • ' �� • � • � � PRiME COAT � .• .� � .. . 2r27 CONCRETE CRUSNED LIMEST0IV� BEODING TO EXTEND '� •'� � FROM 6' BELOW PiPE TO SPRINGLINE - �� . ALL TRENCH BACKFILI. SHALL MEET' REQUIREMENTS FOR �• � .. GRADATtOM AND CQMAACTION AS SPECIFlED IN l7EM 402 OF � � O � WORKSTOEPTR qTYEOF�FOR�TNWOR�H. TEXAS OR BACKF(lB.I�C • � .. ( Q AS SPECIFIED M SECT(ONS Et-2 �& E2-2 OF 7NE PROPOSEO PtPE � � SPECIFICATIONS FOR WATER DEPT. PROJECTS. FORT WORTN 0 0 � Q � WATER DEPT., qTY OF FORT wORTH. TEXAS. � � � _� _ � 01:TCH YlIL�LL. _ , �0 � � 9; �� 0:1= � Q 4 =� 1- . e . = a - -- � � � � � �2:27 CONCRETE SHALL 86 INSTALLED A MIN. OF 8' BELOW BOTTOM OF EXIS?(NG H.M.A.C. PAVEMENT. . � ALL EXtSTING ASPHALi' SHALL' 86 REPLACED t0 THE ORIGMAL DEPTH. MINIMUM PAVEMENT R£PLACEMENt SHALL BE 2'OF FtNE GRAQED St1RFACE CQURSE. BEOOING OF PIPE TO MATCN ADJACENi SECT10�! OR SPECIFICATION� 402.1YMCHEYER tS MORE STRINGENT. ON MAJOR� PROJECTS,.'�E Pi34JEC7 ENGINEER OR OESIGNER MUST EVALUATE •THE FULL WIOTH OF EXIST(DIG N.M.A.C. PAYEMENT AS TO THfCKPiESS. COHDItfOHS AND �lBfLtTY 7d' �'" wtTNSTAND cONSTRUCT1oN LOAo�tvG. IF APPROPORIATE. THE FULL 1�troTN OF SURFACE SHALL BE REMOVED AND REPLACEO IifITN APPROPRIATE TREA�MENT "i0 EXISTING BASE OR SUBGRADE MATERtAI.. ' FIGURE 4 ASPHAL7 � PAVEMENT � REPAIR DETAIL NO'i 70 SCAL� O � • . . . NOTE: Bearing Are',�s shown are based 15� P•S.I.Glltest pressure and �'�� P.S.F. soi�,;l bearing value. I� il � � P1�g , � Tee :,..� a�! '•, f.Qi �' •�.,� '�ti',:�•�.r::` - . 1500#{ Concrete a • . `.�. � T Y � i: /� �► ;�: :i ; �. :•., .� .! . ' ' r • � ` ~' ..�/ �'.�.} • : ' i ' i . :' '�� t � • '.ti.'. . •�N��r :.� �i � ��' '� � ,. t � :'ti t': ► : >C µ a 1 �iX�i � : P.�::';;� '':'`:ir;' _ . ...'e `��' ''•e �.; i, � � � �r � _ "E" � 1500� Concrete �� r- ,� �� 11° ',Dimension "X" May Vary If Necessary To��Provide Bearing Against Undisturbed Trench Wall " a.. ... �- ! P i pe X-:: •`�:.�' S i ze D i m. Ft. D � 0 a a D a 0 D 4� � 6" $�� 10" 12" 16" 20" 1.5 1.5 i:5 1.5 2 2 24" 2 30" 2•5 „36" 2.5 4�� 48 � � 3 �►�4�� y.0 NOTES; ,_,_,� iiAii .90 .90 .90 .90 1.10' 1.4t 1.77 on 3000 9� �� o �`'' �5.. O C�ir ,�0� B�o �9 0 6 � ,•�• � o, � �°� °"s . • • • �'s s '; ::;• �e��o's �,,�, •; : :. o�s .�•::,:� � y ,�,i:;�, _ � �� • \ ei 1.�,�•1 , , •; ; ':•� • 4..- .` - �•'E- Bend \�,� HORIZONTAL BL�OCKING TABI.E r►i n5'r►ux ArP Vnl .8 .05 .�8 .OS. .8 .�S .8 .05; 1.2 .OS 2.0 .1 3•10 .2 �, 22• - 30' ii 45° 90° Tee � Plug �� -��-Max. �Min. Max. . Min� Max. � Min. � "R" ArPa Vol ,"C" ArPa Vol . "11" Ar�.a 11n1 ., �'F" area Vo •95 •90 .OS •95 .90 .05 .91 .82 .OS 1.16 .5 .05 •95 •90 .OS 1.4� 2:00 ,p5 1.�6 3.�7 .05 1.57 2,4E .�5 1.2b 1.60 .05 1.79 3.20 .1 2.18 5.62 .2 1.99 3•9� •15 1.48 2.30 .1 2.14 4.50 .2 2.8'i $.00 .3 2.38 5.65 .2 2.00 4.00 .1 2.8�' 8.00 .4 3.75 14.10 .6S 3.16 10.00 .5 2.54 6.20 .3 3. 52 12.40 . 6 4.70:� .00 1.15 3.9415 • 55 •?5 2.14 4.50 .25 3.00 9.00 .S 4„2� 1 1fl .q5 5.fi5 3Z.00 1.85 4.76?2.60 1.OS 2.66 7. t o.55 3.78 �+.2o t.o S.;iO �2o t.75 7.OS �±.9��0 3.4� 5.91 35. 33 z. t 3. 33 10. 00 .75 4. �0 ,Z�40 1.4 6. ��! �'+0.80 2.6�5 8.50 72.00 5. 1 7.20 >1 . 00 2.95 �..72 13.8n1.2 5.2� 27.60 2.2 7.4i ��S.3o 4.1 q.q(Z�7.5� 7.q 8.30 �.00 4.75 4.�8 ,18. �0 1. 6 6. 0 0 36.00 2. 9 8. 48_______�77r0 0 S 4 1 1 14 1�. lo . 4 . 0 :0 3 6.15 4. o�2. c;�.o0 6.70-4�00 7.00_ 9.40 88.00�0.00 1,3.00t�a.nni�.n 10.7 115Do�12.oc Minimum areas shown are in square f�et. Volumes shown are in cubic yards. Vertical dimensions of all• block beairing areas shatl be identical to the horizontal dimension shown. HORIZONTAL 6LOCK ING FiGURE 9 DETAIL E-1-2o Material E-2-20 Construction � �i / NOTE: Trer�ch width: b, e 1. "Pipe 24" i.d. and smaller = 24" or � � � Q` o.d. + 12" whichever is gre�ter. ' p• 2. I�IPipe large� than 24" = o.d. of Pipe -„� f�.•� � p' al+ j$ii ''� .•' . x�id� • `�"��b`•�t� � �� 3. ��Cradle shal 1 extend a mi n. of 6'' beyond �� • '�c�+ . w�•, ' � . ;��: +?� iseach side of pipe. �.�,�'a,� ``v' � _' �t'`T;� �.b � �. �a. • Q1500# ConcrcEe ;r' � � � . �� . �ri � ..� � * J�'� ,� ' � ��:or,: 4 ;� .f � �r• "�_ �� : .; t y:. ,'r h... . � ., T � � . j��' i�S Be 1 1 Be 1 1 Bend ''-: %�� ;��° `.=: � �� ^ :;;::R'•�:f�?4� %�'?' ° . :.';`�,;�;�s.;,"'- ' � r, `. ,' ; -=-;� � :� i.'r •,•• j.-�1� o •�� f:. ; %; � fv ;J D .�•:,;�;�: �•�� ti��.if„<< �:. :.,�;;.,,?.:.- ., .C�,.y►._ ..�,..:. r�,.�::..: •, j. 1 ' -0' ii� -: � ` :• ; ;•;�S`�.,`�.''' Typ• � !•� ,��.�� :'�� RUBBER GASKET JOINT '�f'�'f`"� � }� ��'°�� 6', M. J. - M. J. Bend � D ` � �Main . v a .a � a �� . ,11a� ► �5�. .. � "� �� ♦ D .-�� ,. •••: 'z'''':%:�a '.T • :' '':.'• � �;� : � �; :,• - ;�. � _ , _ � �.� •- .� ;7'. � Concrete +,; .� ��2 � �•�•.•.:• ': . . �• e3� - � 5�� i t rt, C��,r' s�! L4 .J.' j; r7� '�'� iI� � '•;'•�� . �i,'� (.i•�i � J 'iR� 1� � 3�'• � � r• �� -�,',�F��: � St g.�d•�r � _ � '•I'�:f � J �'��r ; . � ��v;` r4�. � � ', � 1 �011 i� � (i �:�. �� • `� � �� Typ' MECHANICAL JOINT .� , , Main . o / Bell-Bell � Bend � �'' �'� � . f,',o`r`3.•�+t , II � _ . •'�'��:7!i. ,r�,ii�:'~�1.� � C�}� Q��e. '1C�',,y,)��f,+17`y}''Y,�. .:.��' � �� S�'� : r ♦ 1 �• �►�,��;J1w,�� 11 '�K�!�/,�'�,:�•�:�•Y;y�:�„'.y�L � ^i: ' :w� �.,fi'•:. y :•+'�t .. L. .�'�.� 1 00� Concrete .�'.•: , a:;.....�r�*.',. � +. .•.�.:.. •y0,??;• � ?-; , �'::..:_ � •s:; �j ; . ,.�:•. ,� ;;. i` c :::}-st'�(,,,`r: r.:~ .'s :i.J � Keep a mi n. of 1'-0'�' clearance between �� conc. and joi nts or bolts on C.I. Pipe. or in excess of 1'-0" � as detailed. �• Q1-1-78 _ AND SPIGO�T JOINT Note: when crqdle is shown or specifiec . for installation on concrete pipe the full joint j� � length of the pipE C RAOLE �� DETA1 L or f i tt i ng Sha�:�.__� �r cradled. ,.,.�.;; FIGUR�; 10 E t-20 Materials E 2-20 Construction �n O � U � a � D � � � Q � D � � D � Q � ,� NOTES• gr O1 6" blind flange tapped 2" with 2" brass plug.,; O2 125# pattern blind fiange drilied and tapped�� for 6" biind fiange. 6" blind itange attached with bronze bolts. Gaskets shall be full fa�ed as otherwise required in E 2-4. ,� O Lifting lugs shall be provided in quantities;; sufficient to loft and handte the flange as li a balanced load. R O Attach the 125# pattern blind itange with s�'�el balts and bronze nuts then cover with cement grout after installation. 0.125# patter� flange, unless required otherw%se. Flanges and bli�d flanges to be des�igned to;; withstand pressure rating of pipe. �° U6 Wye branch to be one size larger �' than, but tapered to standard �: � run normal diameter unless otherwise specified. „ �I � O7 Standard run diameter. rp � �, u � r� _ i _ _ \ ' ,�_ II �/ ` a� 1-1-78 45° � 7 � : � 1 ie STANDA�D .� CLEANlNG WYE� DETAI L �, � Material Specificatia-� E �"� :6 Constructio� Specificatio•- E 2-4 ra ,, i FI GURE °� 28 �r � o� � �, -:m .� C� C.� � � � L�! , �'� C.� C� � �"> �-- � ; � � � PMS 167 (Copper) ,_ PMS 288 (Blue) � : 8' - p�� , � ; , , � 3�� ; 3' -1.5" %� -3"- . , ., � . , , , , , . , , , , 2.25" ,I � � % , , , , � � �x oTH t � i ,f� r •+� f, . � �� , ,� . � ' _ . 2.25" . � 4.5" � / / / � / r��=� ----. : ' , . , ; ',� White �7 C] C.�_l C� � Q p d ,T._ PMS 288 (Blue) ;; ;� ; � �� , ; � ; 4'-1.5" %, , , , , , . , . ; . ► , • , � , , ou�. Wa�`e� � t t -�� , , nds n Ac i � t or�_ 3.75" ..� � 1 O � 3.75" ----.�- . N � 0 -.�- 4.5" � '//' T �. � �3" Radius , / . / ;..� PMS 288 (Blue) / . / �� PROJECT SIGN Figure 30 Scale 1" � 1' ��"'' �,�c r E2-1 Cons#ruction i � � Where M.N.'s are in street install two or more courses of� �•r i ck .or concrete g rade r i ngs �:tween casting and top of bric ,one, or concrete slab. � 4 � �� Conc. Col 1 ar tu� �r . (Il '� � . (4� � ul Limit of Y Excavation�� , = III1� � � � L�J � � 0 Thrust Block to Extend 6" In All Oirections f rom Outside Diameter of PJpe L � a a� c a� � �o L � � 0 � M u�� ni Whe e�M.H.'s are built in ��treets to be paved� M.��. r f m to be set to proposed pavf�g grade ir � 2 - 0'� � �IIll=11t1; ltit iy II m 0 -Use standard McKinley, � No. A24 AM. or Equat M.H. Frame a�d Cover Set In Mortar Install M.H. Ste Same as in Stan� M.H. L 2�� 3�� !� �� . � "; / / M. . Cas " "''' ��` Push-on P1 ug Iron � EI � � .- ` `\�� / ., _ . � ./ :, �.� . :- � o �� Install Nuts � / � � Away from M.H. � Wall on M.J. � � 4"w-�" :� f i tt i ng COR-TE�t Bolts o ��-i f Requ �i�red �rov i de � Concrete � /Stub Extension At � �� - See End of .E. in M.H. � � AaTI,� � � Standard 4' Dia. L �o a �� :'i�... . . • . . � . , .� • : M. H. Deta�l �� , :� �� F i gure 103 . �Slope�r 1 /1 � � � IA / �' c' '� � Vertical to 3/4 . I �ti'� � �� Point of Pipe �+ � - � ..•L•:�, �• : �. . • . � •,•,'. i , ; �.t: . : ,�, .� ♦ . .� . �0 �• �� . 6routed Inver�� Use 400 Concrete � � 1 4' dia. for sewe e TYP i CAL SGECT I ON STAN�DARD FOU�R FOOT OROP ACCE��S '��.MANHO�LE Ft G UR�� I 07 pipe up to 21" dia. 5' dia. fo sewer pipe 21" t 39" 6ia. ..�. E 1-14 Material 1-1-78 �� E 2-14 Construction � Use Cast lron Pipe to First Joint �Behind• Limit of Excavation � ' � , � �J �� `�i !' O ^ .� s' '.:z � 0 � � � � � � � . -� a . . -� D � � Existing surface � Backfill as spccified �j; � . . , • � , � , • ��I��«�n�,�� "��. � . . • • � . � . � . � .. . . , , � . .,. n , - • , u • , . . , . � 1 � � , � � � � �- f . ' .�+ . ` � ` �� . . � . � . ' • � ' � . �i ' � 1 ' • ' . ' • ' 1� • � � �:•� i�� . ..M��• � ' � � � �� • ' ' -," :a :' _; ` r .. � tb"��; �• �' ��x>`; rc•�� 3 T �• _ • .�. . ��% .• ; �;:.: �., �`:�.�,�. •' � . . • •�'L7:i � '� O �` :� �{: jn.T :;'� �•� ' �� ', �- . . �,`:i.t?::'� ' 1 •• �`r;�` . � • � � '• • � �• ,. .� '�. �•' � . t �� ., � � •, .. � . • . i • . • ?��:�t. . I 1 ��t,i�..•,; • y. i ,.... �..y� ��,�, �. .,V�. t,��'y .�.�..,� ��t..•;• — � t, ,' e . ,j.• � 4•�.i�:r'• +��Q ..'�• ' , . •.;a:,t Q � •• � . �.• � , . i: �.'y i. •: o.�t� ta : _ _ _,_��_ . � , . • :., �1. `� io . .;; �. : . � ; : ` `:.,-.!�: � . ,w v�I ., �.' ,p �' ` . . y. � • ' , `� •'�`• • � `;;� ' ��.�,J � � .' � + : • • •, �, \/��.'O•r .��(��y�Y� • �� V i-+• • y • • Y. \.: '„ � ' � �c�a�:��;• • � .�x . . . ♦ � � �1t�•YR::f � } .�' �• �� J'r"'��.• �' � d � � O � ; � , � ; � . , ,. . . ; : �' �pn s'� 1 I' :'�•�' :�: '.� '"-+. �� .t'�•': . `= • � �dr;.� = i —�1: ��-_�,�� Nr�..;' /; ��, '1;;�;:��r I--O �' --O�--I � Q 6" min. dimension. 6" max. for pay purposes when bid per cubic yard. I; O6" min. dimension. Max.""for pay purposes shall be 6" on ma i ns 24" and sma l l er, 9'� on ma i ns 30" and l arge'r, � when bid per cubic yard.�l O3 4" min. dimension. 4" rttiax. for pay purpos.es when bid per cubic yard. '� QClass "E" 15�0## concrete. ` • iA CONCRETE E�NCASEMENT DETAIL � . "�r � E 1-7 Material 1-��'�8 � F I G U R E ( � 3 E 2-7 Construct i on � � � O a 0 a .� _ a a �:� � � � � a a a a 0 � . I! �, a� ;� �o � , C �w �� , _ ::_ _ � ;� �PART F ' 91 �' �� 0 �� nsuYanc� � and !! Bbnd For�s � �, mi �I II9 � II _ _ ._ _ _.. ..' _ _L_ -___..._ _ � .. ' `_ __"' ' - " .. ' I u IY ��o �, 1. D Q � a 0 a 0 � - - - - - - NOTICE -� _ .. _ -- _ The following blank spaces in the Certificate of Insurance, Performance, Payment and YViaintenance Bonds, and Contract are � not to be filled in by the Bidder at the time of submitti.ng his Proposal. � These forms are included herein to familiarize the Bidder with such - forms which the succassful Bidder will be required to execute. � a D 0 0 D � � -. 0 u CERTIFICATE OF INSURANCE � TO: CITY OF FORT WORTH . DATE: 12/13/99 1000 Throckmorton St. Fort Worth, Texas 76102 . aNAME OF PROJECT: Main BR & Main 279 DrainaQe Area Sanitary Sewer Svstem Rehabilitation & Improvements (Groun 7. Contract 11, Part 4. � PROJECT NUMBER: PS58-070580410060 � THIS IS TO CERTIFY THAT: Hall-Albert Contstruction Co., 201 NE 29`h. Street, Fort Worth, TX 76106. is at the date of this certificate, insured by this Company with respect to the business operations hereinafter � described, for the type of insurance and in accordance with the provisions of the standard policies used by this Company, and further hereinafter described. Exceptions to standard policy noted on reverse side hereof. u � Workers' Compensation Commercial General Liability Insurance � (Public Liability) Blasting Collapse of Buildings � or structures adjacent to excavations Damage to Underground � Utilities Builder's Risk Automobile Liability � Contractual Liability Umbrella TYPE OF INSURANCE Policy No. Effective WVK9100869 04/O1/99 KK09100836 04/O1/99 KK09100836 04/O1/99 KIC09100836 04/O1/99 KK09100836 04/O1/99 KK09100 83 6-1 04/O 1/99 KK09100836 04/O1/99 BE7012697 04/O1/99 Expires Limit of Liability 04/O1/00 $ 500/500/500 04/O1/00 $2,000,000 Gen. Agg. $1,000,000 Each Occ. 04/O1/00 $1,000,000 Each Occ. 04/O1/00 $1,000,000 Each Occ. 04/O1/00 $1,000,000 Each Occ. 04/O1/00 $1,000,000 Each Occ. 04/O1/00 $1,000,000 Each Occ. 04/O1/00 $4,000,000 Each Occ. � Locations Covered: All onerations for the Citv of Fort Worth Description of Operations Covered: Sanitary Sewer Svstem Rehabilitation and Imnrovements � The above policies either in the body thereof or by appropriate endorsement provide that they may not be changed or cancelled by the insurer in less than five (5) days after the insured has received written notice of such change or cancellation. L�J L � L� Where applicable, local laws or regulations require more than five days actual notice of change or cancellation to be assured, the above policies contain such special requirements, either in the body or by appropriate endorsement thereto attached. Agency: Aon Risk Services of Texas, Inc. Agent: Jerry P. Rose By: � ��Z� Address: 2711 N. Haskell, Dallas, TX 75204 Title: Executive Vice President CI � � M � � � 1 � I I � � � I � � � � � CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW � Pursuant to V.T.C.A Labor Code Section 406.096, Contractor cartifies that it provides workers' compensation insurance coverage for all its employees employed on city pf Fort Worth Project Number PS58- 070580410060 I HALL-ALBERT ,O UC N �J C�OMPAN7�� BI.� / I � � � ' � Title � r-s -�� Date STATE OF TEXAS � COUNTY OF TARRANT § BEFORE ME, the undersigned authority, on this day �ersonally appeared��c.�� G�,�_ known to me be the erson whose name is sub ribed the f re oin instrument and acknowled ed t�e that he executed the same asthe act and deed of �f �5•��g g �for the purpose nd consideration therein expressed and in the capacity therein stated. �%� GIVEN UNDER MY HAND AND SEAL OF OFFICE this J day of � �� U U wV Notary Public in and for � .` the State of Texas 4 s PERFORMANCE BOND 'r� THE STATE OF TEXAS � .. COUNTY OF TARRANT § Bond No. 11133482833 KNOW ALL MEN BY THESE PRESENTS: That we (1) HALL-ALBERT COIYSTRUCTION '' COMPANY a (2) CORPORATION of TEXAS, hereinafter call Principal, and � (3) American Automobile Insurance*� 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: �. . THREE HUNDRED NIIYETEEN THOUSAND SIX HUNDRED FIFTY TWOAND 50/100 ......................... ($319.652.50) 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. ** Company .... THE COND[TION OF THIS of: OBLIGATION is such that Whereas, the Principal entered into a ceRain contract with the City of Fort Worth, the Owner, dated the �_q� .�� a copy of which is hereto attached and made a part hereof, for the construction of: s� (`9�;.�) MAINS BR AND 279 DRAINAGE AREA SNA[TARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1) PART 4, UNIT 2 ;�,� designated as Project No. (s) PS58-070580410060, a copy of which contract is hereby attached, referred to, and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being F 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 durin� 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 incutred under such contract, and shall fully indemnify and save harmless the Owner from all costs and damages � which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect. � ' � � Fl � � � . _� �� . �� ' , � � � � > PROVIDED FURTHER, that if any legal action filed upon this bond, venue shall lie in Tanant 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 obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. 1N WITNESS WHEREOF, this instrument is executed in 10 counterparts each one of which shall be deemed an original, this the of ____ �� r� c*, ATTEST: � �� ' ��r ,; . • ' ' ' . HALL-ALBE l ,Q�fSRUC'Y N CO ANY (Principal) Secretary � (4) -- �- - BY: r � • • Title: �2Cn ;(.� � (SEAL) Witness as to Principal Address AT"f.�ST: � � ,�i..c.�S77?�, (Surety) Secretary (SEAL) 201 NE 28T" STREET FORT WORTH, TX 76106 (Address) American Automobile Insurance Company Surety u� i � , � � �'' BY: '� � `_,,'',,1 i�'_J��y'�.-�. (Att y-in-fact) (5) Lisa M. Bonnot 2711 N. Haskell Avenue ��800 Dallas, TX 75204 (Address) NOTE: Date of Bond must not be prior to date of Contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct name of Surety (4) If contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attomey shall be attached to Bond by �Attorney-in-Fact.. � Wit ess as to Surety 2711 N. Haskell Avenue 46800, Dallas, TX 75204 (Address) F2 �� ' Gr. � Bond No. 11133482833 PAYMENT BOND THE STATE OF TEXAS � COUNTY OF TARRANT � � � KNOW ALL MEN BY THESE PRESENTS: That we (1) HALL-ALBERT CONSTRUCTION °`` COMPANY a (2) Corporation of Texas, hereinafter call Principal, and (3) American Automobile ** , a corporation organized and existing under the laws of the State and fully r 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, and unto all person, firms, and corporations who may fumish materials, for or perform labor upon the building or improvements hereinafter referred to in the penal sum of : �. P �� a � �� THREE HUNDRED NINETEEN THOUDSAND SIX HUNDRED FIFTY TWO AND 50/100 ...................... ($319,652.50) 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 to these presents. ** Insurance Company THE COND[TION OF THIS OBL[GATION is such that Whereas, the Principal entered into a certain contract �vith the City of Fort Worth, the Owner, dated the day of A.D. , 1999, a copy of which is hereto attached and made a part thereof, for the construction of :�� .` 1�j!-y� � MAINS BR AND 279 DRAINAGE SAlY1TARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7. CONTRACT 11 PART4, UNIT 2 �., Project No. (s) PS58-070580410060 a copy of which is hereto attached, referred to and made a part hereof as fully and to the same ertent as if copied at len�th 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. �..: ' 1 ' ' F10 � � THE BOND IS MADE AND ENTERED into solely for the protection of ail claimants supplying labor and ��• material in the prosecution of the work provided for in said Contract, as claimants are defined in said Article 5160, and all such claimants shall have a direct right of action under the bond as provided in Article 5160 of the Revised Civil Statutes. � PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of �`J time, alteration of addition to the terms of the contract or to the work to be performed thereunder or the specification s accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any � such change, extension of time, alteration or addition to the terms of the contract or to the work to the specifications. h ! r � L� 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 shall be deemed an original, this the day of A.D., 1999. �.��; � �_ �� / .',i ATTEST: �� i r . . � :� .. (Principal) Secretary Witness as to Principal Address �.., �: ATT ST: s�, c.l�;: i`l%? , �r�. �� (Surety) Secretary (SEAL) HA. BY: Titl� 201 NE 28T" STREET FORT WORTH, TX 76106 (SEAL) (Address) American Automobile Insurance Company Surery ( � J� s BY: f,, /'�,'�?'ti/ '�; J`�-7 ,: ,'"',.� � "� Lisa M. tionnot "(A�ttorr�ey-m{f�t) (SJ 2711 N. Haskell Avenue �F800, Dal�as, TX 75204 (Address) 2711 N. Haskell Avenue 4�800, Dallas, TX (Address) 75204 NOTE: Date of Bond must not be prior to date of contract � e �/ � G✓VL< / Witn as to Surety � 2711 N. Haskell Avenue ��800, Dallas, TX 75204 (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 Partr►ers should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. � � (Address) �. _, �. ,� . �.� MA[NTENANCE BOND rl THE STATE OF TEXAS � �. COUNTY OF TARRANT � Bond No. 11133482833 �_ KNOW ALL MEN BY THESE PRESENTS: That (1) HAI.L-ALBERT CONSTRUCTION COMPANYas Principal, acting herein by and through (2) its duly authorized `�� and (3) American Automobile Insurance**a corporation organized under the laws of the State ofMissouras surety, do hereby acknowledge themselves to be held and bound to pay unto the �' City of Fort Worth, A Municipal Corporation, chartered by virtue of Constitution and laws of the State of Texas, at Fort Worth, in Tarrant County, Texas the sum of THREE HUNDRED NINETEE(Y THOUSAND SIX HUNDRED FIFTY TWO AND 50/100 ........................ `"" �Q 65, 2•50) in lawful money of the United States, for the payment of which sum well and truly be made unto said City of Fort Worth and its successors, said Contractor and surety do hereby bind themselves, their heirs, executors, � administrators, assigns and successors, joindy and severally. ** Company This obligation is conditioned, however; that, L.�, �rr� '` �' '�9� WHEREAS, the Principal has entered into a certain contract with the City of Fort Worth, the performance of the following described public work and the construction of the following described public �' improvements: MAINS BR AND 279 GRAINAGE AREA SAIYITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1) PART 4, UNIT 2 of same being referred to herein and in said contract as the Work and being designated as project PS58- r- 070580410060 and said contract, inciudin� all of the specifications, conditions and written instruments referred to � therein as contract documents bein� hereby incorporated herein by reference for all purposes and made a part �" hereof, the same as if set out verbatim herein; and , i.... WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition for and during the period One (1) Year after the date of the final � acceptance of the 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) Year; and, WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at any time within said period, if in the opinion of the Director of the Water Department of the City of Fort Worth, it be necessary; and, �„ WHEREAS, said Contractor binds itself, upon receiving notice of the need therefor to repair or reconstruct said work as herein provided. � ' 'J � � 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 prescribed by said Contract. This obligation shall be continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted. WHEREAS, all parties covenant and agree that if any legal action be filed upon this bond, venue shall lie in Tarrant County, Texas; and, IN WITNESS WHEREOF, this instrument is executed in 10 counterparts, each one of which shall be � deemed an original, dated ATTEST: �J �_ "� � 3 1999 , � �� , � �� ' (Principal) Secretary L, � �. , � � (Seal) Witness as to Principal (Address) ATTEST: � � �.."�`71�I�.�.�,: � (Surety) Secretary � (SEAL) ..._ � ^ HALL-ALBE T STR�(�TIO OMPAN9' PRINCIPAL �) � --- n ! A� BY. / 'lJ .� - . r• Title: ��'lx�,.�,�,� 201 NE 28T" STREET FORT WORTH, TX 76106 (Address) American Automobile Insurance Company � Surety; + BY: ``,,,ll�i�.ii�''��" I� �;1��,'i,-�,,x�� (Attorne}-��in-fact) (5) Lisa M. Bonnot 2711 N. Haskell Ave. ��800, Dallas, TX (Address) � 5 2 � �� NOTE: Date of Bond must not be prior to date of Contract (1) i2) (3) (4) � �s> � � . � Wimess as to Surety 2711 N. Haskell Avenue 4�800, Dallas, TX 75204 � � � F6 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 C � � � � I�I FIREMAN'S FUND INSURANCE COMPANY NATIONAL SURETY CORPORATION � . ASSOCIATED INDEMNITY CORPORATION THE AMERICAN INSURANCE COMPANY AMERICAN AUTOMOBILE INSURANCE COMPANY . GENERAL POWER OF ATTORNEY • KNOW ALL MEN BY THESE PRESENTS: That FIREMAN'S F[JND INSURANCE COMPANY, a Califomia corporation, NA'I10NAL SURETY CORPORATION, an Illinois corporation, THE AMERICAN INSURANCE COMPANY, a New Jersey corporation redomesticated in Nebraska, ASSOCIATED 1NDEMNITY CORPORATION, a California corporation, and AMERICAN AUTOMOBII.E INSURANCE COMPANY, a Missouri corpontion, (herein collectively called "the Companies")doeseachherebyappoint Jerry P. Rose, DOri E. Cornell i� RObbl Morales, Lisa M. Bonnot and James W. Baughman of Dallas�, T�. their we and lawful Attomey(s)-in-Fact, with full power of authoricy hereby conferred in their name, place and stead, to execute, seal, acknowledge and deliver any and all bonds, undertakings, recognizances or other written obligations in the na[ure thereof _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ and to bind the Companies thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seals of [he Companies and duly attested by the Companies' Secretary, hereby ratifying and confirming ali that the said Attomey(s)-in-Fact may do in the premises. This power of attorney is granted under and by the authority of Article VI] of the By-laws of FIREMAN'S FUND INSURANCE COMPANY. NATIONAL SURETY CORPORATION, THE AMERICAN INSURANCE COMPANY. ASSOCIA'I'ED 1NDEMNITY CORPORA7'ION and AMERICAN AUI'OMOBILE INSURANCE COMPANY which provisions are now in full force and effect. This pow�er of attorney is signed and sealed under the authonty of the following Resolution adopted by the Board of Directors of F7REMAN'S FUND INSURANCE COMPANY. NATIONAL SURETY CORPORATION, 'fHE AMERICAN INSURANCE COMPANY, ASSOCIATED INDEI�IN[TY CORPORATION and AMERICAN � AUTOMOBILE INSURANCE COMPANY at a meeting duly called and held, or by written consent, on the ]9th day of 1�4arch. 1995, and said Resolution has not been amended or repealed: I�I "RESOLVED, that the signature of any �ce-President. Assistant Secretary. and Resident Assistant Secretary of the Companies, and the seal of Companies ma�� be affixed or printed on any pou�er of attomey, on any re��ocation of any power of attomey, or on any cenificate relating thereto, facsimile, and any power of attomey. any revocation of any power of attorney, or certificate bearing such facsimile signature or facsimile seal shall valid and binding upon the Companies:' • IN WI S W}iEREOF, the Companies ha�•e caused tne e esents to be signed by their vice-President, and their corporate seals to be this day of AUQUS� , 1�� . L�l � Y ao�aaauwny E�`^N•5 f Q�� Q� ��o��t�� '. �,G �Eouoi ��y °°�pgRE�Ly� � . � 4.�;.�' ��i OpvOq� o �e k 4�g•/� '•,v.!l�G �� c �Oy ��r i..'`�,�,' ........;r(/B'''�•y � � f�� ,•� \�['� � ° (, 3- � �' r ��;�'�� f i'� : �J � � �.. ?y�• '1 2 ..1 • f ' r E • z SEa7 3.67o D � s �- i�. '�; 6 E w L t S e si� ' J�• � 1 �2 � Y �� ,�. Q�C 2cu,o�5 `y 2 �, .,, • : = c`..,� � . e s r� y _• :'�'; b,V C�O ;. r..::.:::; • o �P ....,.��^°`�+.Q s!. 7NCE CD '�Ap�E�gO`��' °*'i��lOUIS�� .�. 44�yi/rU��m1��PP�O, �q�111�1�N��N� `, � FIREMAN'S FUND WSURA NATIONAL SURE7Y "'HE AMERICAN INSUR ' A�SOCIATED INDEMNIT A ERICA � AUTOMOBILE INSU sy . Li. �/I� vice-Pre:iaent mto affixed COMPANY PORATION COMPANY PORATION COMPANY � STATE OF CALIFORNIA � SS. COUNTY OF MAR1N On this � 9 day of AUCjUSt 19 9 9 .�fore me personally cane Harold N. Marsh to me known, � w-ho, being b� me duly swom, did depose and say: that he is a Vice-President of each company, desc ibed in and which executed the above inswment; that he knows the seals of the said Companies: that the seals a�xed to the said inswment are such company seals; that thcy were so affixed by order of the Boazd of Directors of said companies. and that he signed his name there[o by like order. IN WITNESS WHEFtEOF, I have ereunto set my hand and a�xed m official seal, the day and year herein first above written. � � L.00A.M"r0 Commission # 1163726 Z z` '�--��= , Notory Puoli� - CoA`ornia � Z : �� — � � Marin C��rty / o�, wbs� � . AM Comm. x�� N��C�.�� STA'fE OF CALIFORNIA l } ss. � COUNTY OF MARIN J 1, the undenigned, Resident Assistant Secretary of each company, DO HEREBY CERTIFY that the foregoing and attached POWER OF ATTORNEY remains in full force and has not been revoked; and furthermore that Article VIl of the By-law;'of each company, and the Resolution of the Board of D'uectors; set forth.in the Power ofAttomey, are now in force. � � Signed and sealed at the County of Marin. Dated the da:� of � , �TY ra•mmu�n� AK•5 (. ER/ � ,annw. JQ'P,oq O aa\�o��N�C� `�E��eG� ,.Ai�e��io►�Fey�, �a�`��glLE1MSp". � GJ O �� o+:�"\ o k_ �!• 'v`;i�G 4 a��.� �'�+P(�,'t �A "� /� .\ : °c Q � O ��jQ }j:z •r � i. • r� • taa:' •.G�c � SEPlA9;0 � ` �l.,,l'j,,leF '�'G�� r .i � i�;6EAL,�= �. ' �•� 6/ �! '<C�No�s � ��.• 1L `•F ,p`'�,i ♦.<^''c ,ro � '•s'�i• -:�. d'� ty r1� y�"LL`�1r� ��'CE G�� A�NCE��J� ��OUIS.r�� r` �w�p��i��a`"� N�NbnWx��"„ Residenl ASSi5Un1 $urctary I.J 360791•11-98 � � PART G - CONTRACT THE STATE OF TEXAS § COUNTY OF TARRANT � � - �� -� � � '`�,�1� THIS CONTRACT, made and entered into by and between the City of Fort Worth, a home- rule municipal corporation located in Tarrant County, Texas, acting through its City Manager thereunto , duly authorized so to do, Party of the First Part, hereinafter termed "OWNER", and HALL-ALBERT CONSTRUCTION COMPANYof the City of FORT WORTH County of TARRANT and State of ' TEXAS. Party of the Second Part, hereinafter termed "CONTRACTOR". �f . WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the Party of the First Part (Owner), said Party of the Second Part (Contractor) hereby agrees with the said party of the First Part (Owner) to commence and complete .- - certain improvements described as follows: �. MAINS BR AND 279 DRAINAGE AREA SNITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1) PART 4, UNIT 2 �- And all extra work connected therewith, under the terms as stated in the Contract Documents, and at his ' (their) own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, .. superintendent, labor, bonds, insurance, and other accessories and services necessary to complete the said construction, in accordance with all the requirements of the Contract Documents, which include all � maps, plats, blueprints and other drawings and printed or written explanatory matter thereof, and the specifications thereof, as prepared by the Engineers employed by the Owner, each of which has been � identified by the endorsement of the Contractor and the Engineers thereon, together with the Contractor's � Written Proposal and the other parts of the Contract Documents hereto attached, including the Fort Worth Water Department General Contractor pocuments and General Specifications, all of which are � made a part hereof and collectively and constitute the entire contract. r ;� �� I � Gl 1 �. , 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. W �i The Owner agrees to pay the contractor in current funds for the performance of the contract in L accordance with the Proposal submitted therefor, subject to additions and deductions, as provided in the Contract Documents and all approved modifcations thereof, and to make payment on account thereof as � provided therein. IN WIT'NESS WHEREOF, the Parties to these presents have executed this Contract in 10 counterparts in the year and say first above written. � Citv of Fort Worth, Texas (Owner) �j; Party of the First part � . � BY: ASST. City Manager CW � � � HALL-ALBERT CONSTRUCTION COMPANY 201 NE 28TH STREET ' FORT WORTH. TX 7610 Contractor � � � BY� � !� Title: ��,� ; �. ' APPROVED: � � `�. . ��.z�.. � r_s� �� c�� :� ��__� A. Douglas Rademaker, P.E. Director � Department of Engineering CW J � ATTEST: . / City Secretary (Seal) WITNESSES: i� /��. ( ri�. _��._ , i�. ,- Approved as to Form and Legality: Gary Steinberger, Asst. City Attorney l�—�� Contract Authorization �� - �:� - ��9 nate � I � ' .. � i i � i I , w I — — �- — --- a ------- —_�— -- — — o� � : � -. _- _: - .-- _ - _ - � : — - � _ -- � � --�: _- . : __.- _ �— .�. � - — - -- - � ---- r _ � � � ; � ` 4 � � � �(�1 •� � ��` � � W I � � ( f i- �. � [� �] � �7 �J � C.� CJ G� L� �1 � � C7 O� � C� �] C� � � � � . y�! EASEMENT DOCUMENTS li, �h Six copies (in 3-ring binders) of all the right-of-entry for�s and all easements (temporary i� construction and permanent) obtained for this project are available for examination at the Department of Engineering plans desk. Bidders shall be �rovided with copies of any right-of Qentry or easements upon request. The terms of all Speciae Provisions or Conditions for easements shall be applicable. The responsive low bidder(s) will be fiunished with a copy of . �s �� Appendix B after award of contract. Bidders shall not remove any of the six copies from the plans desk. � � O ' �, �.: � � � � .��_--- — --- — -- -- ._ — — — -- ---- �D � 0 D ��I .� ii d� ii , „� �' �, �� s� � �� ._----- �----I'--_ � �s �, �, �o Appendis A-1 I� ._ „ LL D � a� a a 0 0 0 0 � a,:; 0 �� D D a D � D 0 _ �� , �, �: � �. �, �� -- i,� ,� . APPEleTDIX B � 0 State Revolving Fund (,SR'� ) Requirements II ._ _ __ . �. .___ .� _ _ __ _ ____.__ ___ �i , . c�� I .� �� , t!1 � � l�J � � TWDB CONTRACT CONDITIONS PRIVITY OF CONTRACT. This contract is expected to be funded in part with funds from the Texas Water Development Board. Neither the State of Texas nor any of its departments, agencies or employees is, or will be, a party to this contract or any lower tier contract. This contract is subject to regulations contained in 31 TAC Chapter 363 in effect on the date this contract is executed. DEFINITION. The term "TWDB" means the Execu�ive Administrator of the Texas Water Development Board, or other person who may be at the:time-acting in the.capacity_ or authorized to. __ __ _ �^ Y� perform the functions of such Administrator, or the authorized representative thereof. � � � U'� D a D Q O � � � � FINAL PAYMENT. The retainage and its interest eamings, if any, shall not be paid�to the Contractor until the TWDB has authorized a reduction in, or release of, retainage on the contract work. E:a��dl��i��:��e�►��d�i�7_��l3��i�l7� (a) The Owner, authorized representatives and agents of the Owner, and the TWDB shall, at all times have access to and be permitted to observe and review all work, materials, equipment, payrolls, personnel records, employment conditions, material invoices, and other relevant data and records pertaining to this Contract, provided, however that all instructions and approval with respect to the work will be given to the Contractor only by the Owner th�ough authorized representatives or agents. (b) Any such inspection or review by the TWDB shall not subject the state of Texas to any action for damages. FLOOD HAZARD INSURANC� This provision applies to any contract which will construct structures that are insurable under the National Flood Insurance Program of the Federal Emergency Management Agency. The Contractor shall apply for flood insurance on all insurable structures that will be built under this contract. A copy of the completed application must be provided to the owner before commencing construction of the project. The Contractor shall obtain - -the-flood-hazard-insurance-as--soort as-possible-anc!-submit a-copy-of the-policy to-the- Owner. ARCHEOLOGICAL DISCOVERlES. No activity which may affect a State Archeological Landmark is authorized until the Owner has complied with the provisions of the Antiquities Code of Texas. The Owner has previously coordinated with the appropriate agencies and impacts to known cultural or archeological deposits have been avoided or mitigated. However, the Contr�ctor may encounter unanticipated cultural or archeological deposits during construction. A1-1 �J D �- If archeological sites or historic structures are discovered after construction -operations are begun, the Contractor shall immediately cease operations in that particular area and notify the Owner, the TWDB, and the Texas Historical Commission, (512-463-6096). a The Contractor shall take reasonable steps to protect and preserve the discoveries until they have been inspected by the Owner's representative and the TWDB. The Owner will promptly coordinate with the Texas Historical Commission and any other appropriate � agencies to obtain any necessary approvals or permits to enable the work to continue. The Contractor shall not resume work in the area of the discovery until authorized to do so by the Owner. � ENDANGERED SPECIES. No activity is authorized that is likely to jeopardize the continued existence of a � threatened or endangered species as listed or proposed for listing under the Federal _Endangered Species Act (ESA), and/or-the-State=of TexasParks-and-Wildlife-Code on- Endangered Species, or to destroy or adversely modify the habitat of such species. u Li' �; ,,�., f�.�'� �'� � a D a D a If a threatened or endangered species is encountered during construction, the Contractor shall immediately cease �work in the area of the encounter and notify the Owner, who will immediately implement actions in accordance with the ESA and applicable State statutes. These actions shall include repotting the encounter to the TVIfDB; �He—�S—Fis�t--a�d—Vlfildlife-�er�iee; -ar�d—tFie�exas--PaF{�s—ar�et—V1fildlifE Department, obtaining any necessary approvals or permits to enable the work to continue, or implement other mitigative actions. The Contractor shall not resume construction in the area of the encounter until authorized to do so by the Owner. LAWS TO BE OBSERVED. In the execution of the Contract, the Contractor must comply with all applicable Local, State and Federal laws, including but not limited to laws concerned with labor, safety, minimum wages, and the environment. The Contractor shall make himself familiar with and at all times shall observe and camply with all Federal, State and Local laws, ordinances and regulations which in any manner affect the conduct of the work, and shall indemnify and save harmless the Owner, the TWDB, and their representatives against any claim arising from violation of any such law, ordinance or regulation by himself or by his subcontractor or his employees. . HAZARDOUS MATERIALS. Materials utilized in the project shall be free of any hazardous materials, except as may be-speEifieally-provided for irrthe-specifications. ------ - If the Contractor encounters existing material on sites owned or controlled by the Owner or in material sources that are suspected by visual observation or smell to contain hazardous materials, the Contractor shall immediately notify the Engineer and the Owner. The Owner will be responsible for the testing for and removal or disposition of hazardous materials on sites owned or controlled by the Owner. The Owner may suspend the work, wholly or in part during the testing, removal or disposition of hazardous materials on sites owned or controlled by the Owner. A1-2 � � O � - - - - : - - - - - - - EQUAL EMPLOYMENT OPPORTUNITY a --- L�J � a __ ___ � l�l During the performance of this contract, the Contractor agrees as follows: (1) The Contractor will not discriminate against any employee or� applicant for employment because of race, calor, religion, sex, age, handicap, or national origin. The Contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, age, handicap, or national origin. Such action shall include, but not be limited to the following: Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees= to -post in- conspicuous places, available= tQ-e�nployees=and-= applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. (2) The Contractor will, in all solicitations or advertisements �for-employees placed by or on behalf of the Contractor, state that all qualified applicants will receive � considerations for employment without regard to race, color, religion, sex, age, handiEap; or-r�a�ional--aFigin. �`�, _ _._ � � a D 0 � D a � . � (3) The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding,. a notice to be provided advising the said labor union or workers' representatives of the Contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employees. (4) The Contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, the Age Discrimination in Employment Act of 1967,29 U.S. C.A. 621 (1985), Executive Order 12250 of November 2, 1980, the Rehabilitation Act of 1973, 29 U.S.C.A. 701 et seq. (1985), and of the rules, regulations, and relevant orders of the Secretary of Labo�. (5) The Contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of - - - -- � - investigation-to-ascertairrcompliance-witFrsuctr rule�r�galat�ons; arrd-orcters: � - - - (6) In the event of the Contractor's noncpmpliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invested as provided in Executive Order 11246 of September 24, 1965, or A1-3 � � � a a a D_-_-_ � 0 a. :�y' 0 a D U � � � � a by rule, regulation, or order of the Secretary of Labor, or as othen►vise provided by Law. - � - - - - - -- -- — - - - �7) The Contractor will include the portion of the sentence immediately preceding paragraph 1, and the provisions of paragraph 1 through 7, in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance: PROVIDED, HOWEVER, That in the event a Contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency the Contractor may request the Gnited States to enter into such litigation to protect the interest of the United_States! __ __ _ _ _ ___=T_ __ _�_ __ _ (8) The Contractor will comply with Executive Order 11246 based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the Standard- Federal - Equal Employment Opportunity Construction Contract Specifications, as set forth in 41 CFR Part 60-4 and its efforts to meet the goals established for the geographical area where the Contract is to be performed. The hours of minority and female employment and trainina must be substantially uniform throughout the length of the Contract, and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sol� purpose of ineeting the Contractor's goals shall be a violation of the Contract, the Executive Order, and the regulations in 41 CFR Part 60-4. The goals are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Goals are published periodically in the Federal Reqister in notice form, and such notices may be obtained from any office of federal contract compliance's programs office or from federal procurernent contracting officers (512) 229-5835. The Contractor is expected to make substantially uniform progress toward its goal in each craft during the period specified. Whenever the Contractor, or any subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in __excess_of $10,000 the provisions o�these specifications and_the_notice_which contains____ _ ____ the applicable goals set for minority and female participation and which is set forth in the solicitations from which this contract resulted. A1-4 � � � a- - 1. The Contractor shall complete the two attached Texas Water Development Board oforms at time of contract execution. 2. The Contractor shall submit along with the by-monthly payroll certification the attached form SRF-74, Certification By Contractor for Labor Standard Compliance. a a a-____ _.__ 0 a �� 0 a 0 a 0 0 0 a a S.R.F. � � � � � � 1 � � � � � � � 1 1 � � � � CON'TR�CTOR' S ACT OF ASSUR�� CE STATE OF TEXAS COUNTY OF TARRANT ED-I03 (:r?!�3) BEFORE ME, ROBIN LOVETT , a Notary Public duly commissioned and quaIitied in and for the County of TARRANT in the State of Texas came and appeared HALL-ALBERT CONSTRUCTION CO3 as represented by PHI�IP STEP�SON ,�e corporation's PRESIDENT , who declares he/she is authorized to represent HALL-ALBERT CONSTRUCTION C0. pursuant to provisions of a resolution adopced by said corpora�ion on the 19TH da� of APRIL , 19 99 (a duly certified copy of sucn resolucion is attached co and is hereby made a part of chis document). � PHILLIP STEPHII�ISON , as the representativ�e of �-��T CONSTRUCTION C0. � declares tha[ HA.LL-ALBIIZT CONSTRUCTION C0. as�sures ti�.e Texas Water Development MAIN BR & 279 GROUP 7 Board tha[ it will construct CONTRACT 1 PART 4 p�oject at FT. WORTH , Texas, UNIT 2 in accordance wich sound construction practice, all �aws of the State of Texas, and the ruies I of che Texas Wacer Development Board IF DRA��TN �ND SPECIFIED CORREC�,Y BY THE IIVGINEER . � � GIVE�I L�IV�ER itiiY Ii-�r� and seal of o$�ice this 5 day of .TAN , � 2ooa�.D. � ROBIN LOVETT N1y Commission expires 6-1-2002 , : � ' .., d .^ � ' � t �' prwccd `�amc F-9 L*1 l'J l�l � l�J LJ RESOL'iTTION ADO�TED BY U�TAi�(IMOUS WRITTEN CONSENT OF THE BOARD OF DIRECTORS OF HALL-ALBERT CONSTRUCTION COMPANY We, Hall-Albert Construction Company, Phillip Stephenson, Michael F. Hall, Janet H. Stephenson and Dennis W. Hall, as members of the Board of Directors of Hall-Albert Construction Company, a corporation organized under the TEXAS BUSINESS CORPORATION ACT, being all the members of such Boazd as presently constituted, do by this writing consent to take the following actions and adopt the following resolutions: , IT IS RESOLVED, that Phillip Stephenson, President; Michael F. Hall, Vice OPresident; Dennis W. Hall, Vice-President; or Janet Stephenson, Secretary/Treasurer have the authority to enter into contracts on behalf of Hall-Albert Construction Company. � � �J � � � � 0 � � I�l We direct that this consent be filed with the minutes of the proceedings of the Board of Directors of the Corporation. This consent is executed pursuant to Article 9.10(B) of the TEXAS BUSINESS CORPOR.ATION ACT and Paragraph 3.10 of the Bylaws of this Corporation, which authorize the taking of action by the Board of Directors by unanimous written consent without a meeting. EXECUTED ON April 19, 1999. / �� i PHILL�IP STE NSON, President ��=�.�...� MICHAEL F. HALL, Vice President � �-✓�% i S W. HALL, ice President ;� J �� / I �' tiZ.t, ` � �Y�--�� J�NET STEPHENSbN,�Sec/Treas. � O D � - - - -- CERTIFICATION BY CONTRACTOR - -- - � of - --- - LABOR STANDARDS COMPLIANCE aIn accordance with Title 29, Subtitle A, Part 5, Section 5.6(A)(1), each monthly engineering estimate must be accompanied by the following certificate executed by � each prime contractor employing mechanics and laborers at the work site in which the federal government is to participate: � Estimate Number: _ Name of Project � Contract Number Date Location _ Date of Contract Awarded for period to State Revolving Fund Loan Number - - 0 I hereby certify that all of the contract requirements as specified under ihe labor stand�ds�a�ce��er�c�mpJi�.sL�eCittiby. �, as principal contractor and by each subcontractor , ri (Name of Contractor) employing mechanics or laborers at the site of the work, or there is a substantial dispute Dwith respect to the required provisions. U 0 Notes: a Name of Contractor/Subcontractor Signature and Title 1. This certification may be placed on the estimate or on a separate sheet attached to the estimate. �______ ___`____ 2. _The_Texas Water Development_Board shall,_prior to_approying_a voucher�_ ___.____ ____ satisfy itself that copies of these certificates are on file with the owner. � a � 0 A5-1 i City of Fort Wo�h,� Textzs �►�Ayar A�td Councl� ��1»1�u�01�cAtl�tl �� DATE REFERENCE NUMBER LOG NAME " PAGE ' , �2�21�99 **C-17793 I 3�STREET-23 I 2 of 2 SUBJECT i� AWARQ OF CONTRACT TO HALL-ALBERT ��CONSTRUCTION COMPANY FOR MAINS � BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATI�N AND IMPROVEMENTS (GROUP 7, CONTRACT 1)°PART 4, UNIT 2° _ BIDDER Hall-Albert Construction Comaanv William J: Schultz, Inc. d/b/a �Circle "C' Construction Company Tri-Tech Construction, Inc. Conatser Construction, Inc. B & H Utilities, Inc. Davila Construction, Inc. Long Con'struction.& Engineering, Inc. M. E. Burns�Eonstruction, Inc. Jackson Construction, Inc. Burleson Utilities, Inc. Cleburne Utility Construction Company Whizcon Utilities, Inc. Texas-Sterling Construction, Inc. Kebo Services, Inc. TIME OF COMPLETION 110 Calendar Days AMO�JNT $319.�52.50 332,808.00 348,�33.00 367,�91.30 374,�69.00 382,743.80 387,601.00 391,605.50 396,�� 05.25 396,;�03.30 405,$54.35 412��15.00 447, 56.20 448,�$10.00 m� In addition to the contract cost, $23,000.00 is required for' inspection and survey and $16,000.00 is provided for project contingencies. Hall-Albert Construction Company is in compliance with the City's M/WBE Ordinance by committing to 3% M/WBE participation. The City's goal on this project is 18%. Hall-Albert Construction Company identified seve�al subcontracting and supplier opportunities. The M/V1/BEs contacted in the identified areas either did not respond or did not submit the lowest bid,,. FISCAL INFORMATION/CERTIFICATION: �r The Finance Director certifies that funds are available in th'� current capital budget as appropriated, of the State Revolving Fund-Sewer. MG:j Submitted for City Manager's Office by: Mike Groomer Originating Department Head: A. Douglas Rademaker Additional Information Contact: A. Douglas Rademaker . �� FiJND � ACCOUNT � CENTER � AMOUNT (to) 6140 6157 (from) PE42 6157 �ITY SECRETARY APPROVED C1TY COUNCIL 541200 070420"417630 $319,652.50 u�� I� 0 E C 21 1999 ��¢� City S�cret�rg c�f the City of Fprt tlJorth,'�e�as City of Fort Worth, Texas n✓�Ayar And Caunc�l C,ammun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 12/21/99 **C-17793 30�TREET-23 � 1 of 2 SUBJECT AWARD OF CONTRACT TO HALL-ALBERT CONSTRUCTION COMPANY FOR MAINS BR AND 279 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 7, CONTRACT 1) PART 4, UNIT 2 RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Hall- Albert Construction Company in the amount of $319,652.50 for Mains BR and 279 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 7, Contract 1) Part 4, Unit 2. DISCUSSION: On August 12, 1997 (M&C C-16214), the City Council authorized the City Manager to execute an engineering agreement with Turner Collie & Braden, Inc. to prepare plans and specifications for the reduction of inflow/infiltration in sanitary sewer Main BR and 279 drainage areas. This project is part of the City's Integrat�d Wet Weather Wastewater Management Program to comply with an administrative order from the U.S. Environmental Protection Agency to eliminate sewer overflows from the City's wastewater collection system. The project consists of the replacement of the following sanitary sewer laterals and mains: L-759/L-766/L-867 - located on 23rd Street between Rosen Avenue and Loving Avenue; and L-739 - located in the alley between Columbus Avenue and Chestnut Avenue from 24th Street to 25th Street; and M-16 - located in the alley between Prairie Avenue and Loving Avenue from 23rd Street to 25th Street. The proposed improvements consist of the replacement of approximately 3,100 feet of 8-inch diameter sewer pipe. The project is located in COUNCIL DISTRICT 2, Mapsco 62E and J. The project was advertised for bid September 16 and 23, 1999. On October 14, 1999, the following bids were received: