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HomeMy WebLinkAboutContract 31960 r THIS COPY FOR. r THE CITY OF FORT WORTH, TEXAS----••COl'R : ACTOR'S BOLDING CO. Cw' SHE CRRARY TPW2005-06 CITY IiMMGER'S OFFICE ENGINEERING DIY. EXHAUST EXTRACTION SYSTEM--T/Pw-FIUCOPY FOR FIRE STATIONS CITY SECRETARY CONTRACT NO. 3 19 FORT WORTH 1 ' MIKE MONCRIEF CHARLES BOSWELL ' MAYOR CITY MANAGER y ' ar r Robert D. Goode, P.E. Director, Transportation and Public Works Leonard Charles Gaines Chief, Fire Departmentlow April 2005 ORIGINAL City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 4/26/2006 DATE: Tuesday, April 26, 2005 LOG NAME: 20AIRCLEANTECH REFERENCE NO.: **C-20669 SUBJECT: Authorize a Purchase Agreement with Air Cleaning Technologies, Inc. for the Installation of Fire Apparatus Exhaust Extraction Systems for Fire Station Facilities RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a purchase agreement with Air Cleaning Technologies, Inc. (ACT, Inc.) in the amount of $960,000 for the installation of exhaust extraction systems for the apparatus bays in fire stations throughout the City. DISCUSSION: Proposition 4 of the 2004 Bond Program includes $1,000,000 for the installation of exhaust extraction systems in fire station apparatus bays. On March 11, 1999 (M&C P-8802), the City Council authorized the City Manager to execute interlocal agreements with the City of Grapevine and other governmental entities that request such interlocal agreements for the purchase of goods and services. The City of Dallas has an open-ended purchase agreement with ACT, Inc. for the installation of exhaust extraction systems at pre-established unit prices. This agreement includes highly competitive pricing on the Plymovent fire apparatus exhaust extraction system, the Fire Department's preferred system. On December 21, 2004, an interlocal cooperative purchasing agreement between the City of Fort Worth and the City of Dallas was executed. Texas Local Government Code Chapter 271 authorizes interlocal cooperative purchasing agreements. A local government that purchases goods and services pursuant to an interlocal cooperative purchasing agreement satisfies competitive bid requirements. The use of this existing agreement will facilitate an expeditious and cost effective completion of this bond project. In addition to the contract amount, $20,070 has been budgeted for project contingencies and $20,000 budgeted for project management. Air Cleaning Technologies, Inc. is in comp!iance with the City's MAMBE Ordinance by committing to 22% M/WBE participation on this project. This project will involve fire stations located in various COUNCIL DISTRICTS. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current Capital Budget, as appropriated, of the Fire Improvements Fund. TO Fund/Account/Centers FROM Fund/Account/Centers C235 541200 201120013380 $960,000.00 Submitted for City Manager's Office by: Marc Ott (8476) Originating Department Head: Robert Goode (7804) Additional Information Contact: Dalton Murayama (8088) f W PM CITY OF FORT WORTH, TEXAS EXHAUST EXTRACTION SYSTEM AT CITY FIRE STATIONS p+ CONSTRUCTION CONTRACT A. THE STATE OF TEXAS KNOW ALL BY THESE PRESENTS: lift COUNTY OF TARRANT This agreement made and entered into this thef day of �f'RI� , 2005 by and between the CITY OF FORT WORTH, a municipal corporation of Tarrant, Denton, and Wise Counties, Texas, acting herein by and through Marc A. Ott, its duly authorized assistant city manager, hereinafter called "Owner", and Air Cleaning Technologies, Inc. of the City of Broken Arrow, County of Tulsa, State of Oklahoma, hereinafter called "Contractor". On WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contractor hereby agrees with the said Owner to commence and complete the construction of certain improvements described as follows: FIRE EXHAUST EXTRACTION SYSTEM AT CITY FIRE STATIONS That the work herein contemplated shall consist of furnishing as an independent contractor all labor, tools, appliances and materials necessary for the construction and completion of said project in accordance with the Technical Specifications and Contract Documents adopted by the City Council of the City of Fort Worth, which Contract Documents are hereto attached and made a part of this contract the same as if written herein. The Contractor hereby agrees and binds himself to commence the construction of said work within ten (10) days after being notified in writing to do so by the Owner. dw City agrees and binds itself to pay, and the said Contractor agrees to receive, for all of the aforesaid work, and for stated additions thereto or deductions therefrom, the price shown on the Proposal submitted by the successful bidder hereto attached and made a part hereof. Payment will be made in monthly installments upon actual work completed by contractor and accepted by the Owner and receipt of invoice from the Contractor. The agreed upon total contract amount shall be $960,000. Contractor agrees to complete the project, suitable for occupancy and beneficial use, within 365 calendar days. Insurance Requirements: The Contractor will provide a Certificate of Insurance listing the Transportation and Public Works Department as certificate holder, showing the required General Contractors Liability coverage, Auto Liability, and Builder's Risk in the amounts as required in the General Conditions. Contractor agrees to provide to the City a certificate showing that it has obtained a policy O. of workers compensation insurance covering each of its employees on the project in compliance with State law. No Notice to Proceed will be issued until the Contractor has complied with this section. am Mft �� LK. Pq I. Contractor agrees to require each and every subcontractor who will perform work on the project to provide to it a certificate from such subcontractor stating that the subcontractor has a policy of workers compensation insurance covering each employee employed on the project. Contractor will not permit any subcontractor to perform work on the project until such certificate has been acquired. Contractor shall provide a copy of all such certificates to the City. If this Contract is in excess of $25,000, the Contractor shall provide Payment Bond. If the Contract is in excess of$100,000 Contractor shall provide both Payment and Performance Bonds for the full amount of the Contract. Contractor shall apply for all City of Fort Worth Permits and for any other permits required by this project. City of Fort Worth Permit fees are waived. Separate permits will be required for each facility. n• If the Contractor should fail to complete the work as set forth in the Plans and Specifications and Contract Documents within the time so stipulated, plus any additional time allowed as provided in the General Conditions, there shall be deducted from any monies due or which may thereafter become due him, the liquidated damages outlined in the General Conditions, not as a penalty but as liquidated damages, the Contractor and his Surety shall be liable to the Owner for such deficiency. IN WITNESS WHEREOF, the City of Fort Worth has caused this instrument to be signed in four counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with the corporate seal of the City of Fort Worth attached. The Contractor has executed this instrument through its duly authorized officers in five counterparts with its corporate seal attached. Executed in Fort Worth, Texas, this the ./day of WIL- A.D., 20©5 Air Cleaning Technologies, Inc. ROV .. By: B Name David L. Duncan, President Marc Ott VP Assistant City Manager APPROVAL RECOMMENDED: REC DED: s C�yS By. A11 By. Robert Goode, Director Marty Hendrix Transportation and Public Works Department City Secretary � APPROVED TO FO M N LEGALITY: �/Oz By: ZDate: 3 ( �� Assistan ty ttorney _ o�C Contract huthorizatiox Date UMCJ41kU '� ' c �' } PAYMENT BOND Bond No OMC0011017 THE STATE OF TEXAS § § KNOIr! ALL BY THESE PRESENTS. COUNTY OFTARRANT § That we, (1) Air Cleaning Technologies Inc as Principal herein,and (2) Mid Continent Casualty Company a corporation organized and existing under the laws of the State of(3) Oklahoma as surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties,Texas,Obligee herein,in the amount of Nine Hundred Sixty Thousand Dollars and 00/100------------------------------—----------------- DollarsS 960,000.00 ( ....1 for clic payment whereof, the said Principal and Surety bind themselves and their heirs, executors, administrators, successors and assigns,jointly and severally,firmly by these presents: WHEREAS,the Principal has entered into a certain written contract Willi the Obligee dated the `ND day of hffl20 DS , which contract is hereby referred to and made a part hereof as if fully and to the same,extent as if copied at length, for the following project: Exhaust Extraction System At City Fire Stations. d. NOW, THEREFORE, T14E CONDITION O'F 'rms OBLIGATION IS SUCH, that if the said Principal shall faithfully make payment to each and every claimant (as defined in Chapter 2253, Texas Government Code, as amended) supplying labor or materials in the prosecution of the work under the contract, then this obligation shall be void;otherwise,to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas .., Government Code, as amended, and all liabilities on this bond shall be detennined in accordance with the provisions of said statute,to the same extent as if it were copied at length herein. IN WTItNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. SIGNED and SEALED this 25th_ —day of___ May -2005 r� Air Cleaning Technologies Inc PRINCIPAL ATTEST: By: .rte / 1-c Nome: David L- Duncan °M (Principal) ecretary Monty D. Duncan, Corporate Secretary Title: President s. (S E A L) Address: i-ioo W S oyt Broken Arrow, Oklahoma 74012 800-357_-7_858 wiw.aircleaningtech.com '_ Witness to Principal R. Lynette Smith, Administrative Assistant n� Mid Continent Casualty Company SURETY „w ATTEST: By: ::A/ ' Name: Robbie Loyd Secretary Attorney in Fact + (S E A L) ) AddreSS: 2738 E 51 St Suite 400 Tulsa OK 74105 t Jamie Burris W neSS o Sur y Telephone Number: (918)743-8811 NOTE: (1) Correct name of Principal (Contractor). (2) Correct name of Surety. (3) State of incorporation of Surety Telephone number of surety must be stated. In addition,an original copy of Power of Attorney shal I be attached to Bond by the Attorney-im-Faet. The date of bond shall not be prior to date of Contract. • MID-CONTINENT CASUALTY COMPANY Tulsa, Oklahoma Know all Men by these presents: That the MID-CONTINENT CASUALTY COMPANY,a corporation of the State of Oklahoma, having its principal office in the city of Tulsa,Oklahoma,pursuant to the following By-Law,which was adopted by the Stockholders of the said Company on March 13th, 1947,to-wit: "Article IV,Section 7, --The Executive Officers of.the Company shall have power and authority to appoint, for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, one more Resident Vice President,Resident Assistant Secretaries and Attorneys-in-Fact and at any time to remove any such Resident Vice President,Resident Assistant Secretary,or Attorney-in-Fact and revoke the power and authority given him. None of such appointees need be Directors of the Company." The Company does hereby constitute and appoint Pam Derichsweiler, Richard K. Haverfield,Ann Hopkins and Robbie Loyd, individually of TULSA, OK its true and lawful attomey(s)-in-fact,to execute,seal and deliver for and on its behalf as Surety,and as its act and deed, Any and all bonds and undertakings of Suretyship And the execution of such instrument(s)ut pursuance of these presents, shall be as binding upon the said MID-CONTINENT CASUALTY COMPANY, as fully and amply, to all intents and purposes,as if the same had been duly executed and acknowledged by its regularly elected officers at its principal office in Tulsa,Oklahoma. IN WITNESS WHEREOF, MID-CONTINENT CASUALTY COMPANY has executed and attested these presents this 08 day of August 2003 ATTEST: SARA ANDERSON ASSISTANT SECRETARY TODD BAZATA VICE PRESIDENT On this 08 day of August 2003 before me,a Notary Public of the State of Oklahoma in and for the County of Tulsa,came the individual to me personally known to be the officer described in,and who executed the preceding instrument, and he acknowledged the execution of the same,and being by me duly sworn,said that he is the therein described and authorized officer of the MID-CONTINENT CASUALTY COMPANY aforesaid,and that the seal affixed to the preceding instrument is the corporate of said Company, and the said corporate seal and his signature as such officer were duly affixed to the said instrument by the authority and direction of the said Company,and that Article IV,Section 7,of the By-Laws of said Company,referred to in the preceding instrument,is now in force. A`•��iv7 ( 1�/lIOF,I have hereunto set my hand and affixed my official seal at the City of Tulsa,the day and year first above written. N• ow "�• o7AR .A t] f( Commission# 00018867 is T My Commission expires 11-14-04 SS fn AND FOR zCO •'.•.•'W�l L. FAY SCOTT Notary Public SA C4 +` I, SARA 0189RSON Assistant Secretary of MID-CONTINENT CASUALTY COMPANY do hereby certify that the foregoing "L extracts of the By-Laws and of a Resolution of the Board of Directors of this corporation,and of a Power of Attorney issued pursuant thereto,are true and correct,and that both the By-Laws,the Resolution and the Power of Attorney are still in full force and effect: This certifies that any facsimile or mechanically-produced signature of any officer of the Company and Company seal,wherever appearing upon a power of attomey issued F by the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS WHEREOF,I have hereunto set my hand and affixed the facsimile seal of said corporation z.•' 1 E N i`•�,'• this �S � duty of 94 u. p t3 i+ L:o SARA ANDERSON Assistant Secretary s B•8888-NIC •�'' Bond No OMC0011017 PERFORMANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESEN75: COUNTY OF TARRANT § That we,(1) Air Cleaning Technologies Inc as Principal herein, and (2) Mid Continent Casualty Company� a corporation organized under the laws of the State of(3) Oklahoma_ and who is authorized to issue surety bonds in the State of Texas, Surety herein, are held and firmly bound unto the City of Fort Worth,a municipal corporation located in Tarrant and Denton Counties,Texas,Obligee herein, in the sum of Nine Hundred Sixty Thousand Dollars and 00/100------------------------------- ------�Dollars($ 960,000.00 for the payment of which sum we bind ourselves,our heirs, executors,administrators,successors and assigns,jointly and severally,firmly by these presents. WHEREAS,Principal has entered into a certain written contract with the Obligee dated the Wrik day of 99k-je. 20 05 , a copy of which is attached hereto and made a part hereof for all purposes,for the construction of Exhaust Extraction System at City Fire Stations NOW, THEREFORE, the condition of this obligation is such, if the said Principal shall faithfully perform the work in accordance with the plans, specifications, and contract documents and shall fully r.4 indemnify and hold harmless the Obligee from all costs and damages which Obligee may suffer by reason of Principal's default, and reimburse and repay Obligee for all outlay and expense that Obligee may incur in making good such default,then this obligation shall be void;otherwise,to remain in full force and effect. PROVJDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of such statute, to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the duty authorized representatives of the Principal and the Surety have executed this instrument. SIGNED and SEALED this 25th day of ['lay 20. 05_ Air Cleaning Technologies Inc PRINCIPAL ATTEST: By: iLZ�6� Name: D"jid L- D=can (Principal) S&cretary Monty D. Duncan, rporate Secretary Title: Pre G;dent 1+ PM me me (S E A Q Address: 130o West Detroit ^� Broken Arrow, Oklahoma 74012 " R(10-"tS1-7 RSR www.aircleaningtech.com ;. Witness to Principal R. Lynette Smith, Administrative Assistant Mid Continent Casualty Company SURETY ATTEST: By'. Name: Robbie Loyd Secretary Attorney in Fact (S E A Address: 2738 E 51 st Suite 400 Tulsa OK 74105 r, f amie Burris itnes s to Su ty Telephone Number. (918)743-8811 NOTE: (1) Correct name of Principal (Contractor). (4) Correct name of Surety_ ,. (5) State of incorporation of Surety Telephone number of surety must be stated. In addition,an original copy of Power of Attorney shall be attached to Bond by the Attorney-in-Fact. Ma The date of bond shall not be prior to date of Contract. .. w MID-CONTINENT CASUALTY COMPANY Tulsa, Oklahoma Know all Men by these presents: That the MID-CONTINENT CASUALTY COMPANY,a corporation of the State of Oklahoma, having its principal office in the city of Tulsa,Oklahoma,pursuant to the following By-Law,which was adopted by the Stockholders of the said Company on March 13th, 1947,to-wit: "Article IV,Section 7. —The Executive Officers of the Company shall have power and authority to appoint, for purposes oudy of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, one more Resident Vice President,Resident Assistant Secretaries and Attorneys-in-Fact and at any time to remove any such Resident Vice President,Resident Assistant Secretary,or Attorney-in-Fact and revoke the power and authority given him. None of such appointees need be Directors of the Company." The Company does hereby constitute and appoint Pam Derichsweiler, Richard K. Haverfield, Ann OL Hopkins and Robbie Loyd, individually of TULSA, OK 00 its true and lawful attomey(s)-in-fact,to execute,seal and deliver for and on its behalf as Surety,and as its act and deed, Any and all bonds and undertakings of Suretyship And the execution of such instrument(s)in pursuance of these presents,shall be as binding upon the said MID-CONTINENT CASUALTY e. COMPANY,as fully and amply,to all intents and purposes,as if the same had been duly executed and acknowledged by its regularly elected officers at its principal office in Tulsa,Oklahoma. IN WITNESS WHEREOF, MID-CONTINENT CASUALTY COMPANY has executed and attested these presents this 08 day of August 2003 ATTEST: �,• SARA ANDERSON ASSISTANT SECRETARY TODD BAZATA VICE PRESIDENT On this 08 day of August 2003 before me,a Notary Public of the State of Oklahoma in and for the County of Tulsa,came the individual to me personally known to be the officer described in,and who executed the preceding instrument, and be acknowledged the execution of the same,and being by me duly sworn,said that he is the therein described and authorized officer of the MID-CONTINENT CASUALTY COMPANY aforesaid,and that the seal affixed to the preceding instrument is the corporate of said Company, and the said corporate seal and his signature as such officer were duly affixed to the said instrument by the authority and direction of the said Company,and that Article IV,Section 7,of the By-Laws of said Company,referred to in the preceding instrument,is now in force. ,J�i�rN1U a nrti,,�Jr ,.$ r OF,I have hereunto set my hand and affixed my official seal at the City of Tulsa,the day and year fust above written. r v'•`O 'QJL Commission# 00018867. ST LAM My Commission expires 11-14-04 JK AND FOR SS `; (S "•"4���c�` L. RAY SCOTT Notary Public I, SARAfV� RSON Assistant Secretary of MID-CONTINENT CASUALTY COMPANY do hereby certify that the foregoing * extracts of the By-Laws and of a Resolution of the Board of Directors of this corporation,and of a Power of Attorney issued pursuant thereto,are Ir true and correct,and that both the By-Laws,the Resolution and the Power of Attorney are still in full force and effect. This certifies that any facsimile or mechanically-produced signature of any officer of the Company and Company seal,wherever appearing upon a power of attorney issued by the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS WHEREOF,I have hereunto set my hand and affixed the facsimile seal of said corporation �•r,+� �'C' ' this day of � t�ti � .'�•I liaa�'i!� ••• _ 0'' 4�C�gN�1�. J.� � `� l O`a 4 IL0 0,—_= do ..... .r ? _++ � ? SARA ANDERSON Assistant Secretary r 8-8888-MC ••�' •' 11NO3600598 CERTIFICATE OF INSURANCE STANDARD FORM BY INSURER Z,&ey At`.Rich&Cartmill,Inc. FaxID:918 744-8429 To:Dalton Date:6/10/2005 03:46 PM Page:2 of 2 Ci RTIFICATE OF LIABILITY INSURANCE DATE(MM/DDlYYW) Al am DR 06/09/05 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE I RT_C.^i & CARTMILL HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 2733 East 51st #400 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. -� Ori 74-45. - 3-74378811 Fax:918-744-8429 INSURERS AFFORDING COVERAGE NAIC0 - -- INSURER A. America First Insurance 12696 ., INSURER B: Westport mns-ce corporation Air CleaningTechnologies Inc INSURER C: 1300 W Detroit INSURER D: Broken Arrow OK 74012 INSURER E C=.NSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING -.TERV OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR !N''SLRMCF AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH -- --=E'GA'_'_IMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS " ?D TYPE OF INSURANCE POLICY NUMBER DATE(MMIDOff/) DATE(MMIDO/YY) LIMITS • GcNERALLIABILITY EACH OCCURRENCE $1000000 i?. -: ,/tv=PC!ALGENERAL LIABILITY CBP9876547 08/01/04 08/01/05 PREMISES(Eaoccurence) $100000 C--4 MS MACE FX]OCCUR MED EXP(Any one person) $5000 PERSONAL&ADV INJURY $1000000 GENERAL AGGREGATE $2000000 AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2000000 • POLIC" PEST LOC ^MOBILE LIABILITY COMBINED SINGLE LIMIT $ 1000000 DIY ALTO BA9877047 08/01/04 08/01/05 (Ea accident) CJ,/NED AUTOS BODILY INJURY $ SCHEDC�.ED AUTOS (Per person) =!RED ALTCS y BODILY INJURY $ .CCN-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GA?AS=UABILITY AUTO ONLY-EA ACCIDENT $ OTHER THAN EA ACC $ -- AUTO ONLY:; AGG $ EXCESS/UMBRELLALIABILITY EACH OCCURRENCE $5000000 Y 'OCCUR ❑CLAIMS MADE CU9877247 08/01/04 08/01/05 AGGREGATE $5000000 $ $10000 $ ow COMPENSATION AND ' X TORY LIMITS ER 2.=_C'fEZS'Lll181LTTY ' - ==.�'RIETORJPARTNERIEXECUTIVE WCX0009302 03/23/05 03/23/06 E.L.EACH ACCIDENT $500000 °R"•'E'NBEREXCLUDED? EL DISEASE-EA EMPLOYEE $500000 --- - =7:%S•CNS below E.L.DISEASE-POLICY LIMIT $500000 tee. _a=la'tion/31dr CBP9876547 08/01/04 08/01/05 $960,000 $2,500 Ded 'T'CN C`OPERATIONS/LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS -__ t e City of Fort Worth Contract M & C #C C-20669, "Exhaust Extraction -:-s iems for Fire Stations" , the City of Fort Worth shall be an additional by endorsement on all applicable policies. a. C :;-c HOLDER CANCELLATION 1111118 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION The Cit3e of Fort Worth DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 010 DAYS WRITTEN 7,rar=ortation and Public NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL To::,s Department ^O C Throckmorton S t IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER ITS AGENTS OR r To= Worth TX 76102 REPRESENTATIVES. AUTH REP SENTA uI 25(2001108) ©ACORD CORPORATION 1988 ps CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Article 8308-3.23 of Vernon's Annotated Civil Statutes, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City of Fort Worth projects. Project name: City of Fort Worth, Texas Exhaust Extraction system at City Fire stations Project number: M & C # C-20669 By: David L. Duncan President - Title May 25, 2005 Date STATE OF TEXAS oraaaoMA Qc0 COUNTY OF-TARRA-1-T TuLm BEFORE ME, the undersigned authority, on this day personally appeared David L. Duncan , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of Air Cleaning Technologies, Inc_ , for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 25th day of May , 20 05 6 1 .� NvTary .rublic in and for the State of-Tex-es o�klahhoma comintss iaw 0300 14$0 Ey?sltEs ThNvhay 25 2-007 Mik (a) Contractor agrees to provide to the City a certificate showing that it has obtained a policy of workers compensation insurance covering each of its employees on the ,t CLAY oject in compliance with state law. No Notice to Proceed will be issued until p4� Yp ontractor has complied with this section. ,�. �0{ice Uri tS on actor agrees to require each and every subcontractor who will perform work A t project to provide to it a certificate from such subcontractor stating that the ' �o� ub ntractor has a policy of workers compensation insurance covering each �O�'* loyee employed on the project. Contractor will not permit any subcontractor G� perform work on the project until such certificate has been acquired. Contractor shall provide a copy of all such certificates to the City. EXHAUST EXTRACTION SYSTEM FOR CITY FIRE STATIONS TECHNICAL SPECIFICTAIONS April 26, 2005 TABLE OF CONTENTS General Conditions, 25 pages ow Wage Rates, 1 page Sample of Texas Certification of Exemption, 1 page nw (for sales and use taxes) Costs for Each Fire Station, 4 pages Schedule of Values for Each Fire Station, 5 pages Statement of Warranty, 1 page Component Parts Description, 3 pages VSR System, 3 pages Straight System, 8 pages SBTA System, 6 pages VSR System, 7 pages f City of Fort Worth, Texas Transportation Public Works Department Facilities Management Group/Architectural Services Division GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION LUMP SUM CONTRACT SECTION A DEFINITIONS,PROCEDURES AND INTERPRETATIONS A-1 CONTRACT DOCUMENTS. By the term Contract Documents is meant all of the written and drawn documents setting forth or affecting the rights of the parties, including but not necessarily limited to,the Contract, Notice to Bidders,Proposal, General Conditions,Special Conditions,Specifications, Plans, Bonds and all Addenda,Amendments signed by all parties, Change Orders, written Interpretations and any written Field Order for a minor change in the Work. A-2 ENTIRE AGREEMENT. The Contract Documents represent the entire agreement between the Parties, and no prior or contemporaneous,oral or written agreements, instruments or negotiations shall be construed as altering the terms and effects of the Contract Documents. After being executed,the Contract Documents can be changed only by a written Amendment signed by the M� Contractor and the Owner,or Change Order,or by a written Field Order for a minor change. A-3 WORK. By the term Work is meant all labor, supervision,materials and equipment necessary to be used or incorporated in order to produce the construction required by Contract Documents. �w A-4 EXECUTION OF THE CONTRACT DOCUMENTS. The Contract Documents shall be executed in six originals,with all required attachments, including required bonds and insurance certificates, by the Contractor and the Owner in such form as may be prescribed by law and returned to the Owner within ten business days of notification to Contractor. Failure to execute contracts and provide required enclosures will be grounds for revocation of award and taking of Bid Bond. A-5 FAMILIARITY WITH PROPOSED WORK. Before filing a Proposal, the bidder shall examine carefully the, plans, specifications,special provisions, and the form of contract to be entered into for the work contemplated. He shall examine the site of work and satisfy himself as to the conditions that will be encountered relating to the character, quality and quantity of work to be performed and materials to be furnished. The filing of a bid by the bidder shall be considered evidence that he has complied with these requirements and has accepted the site as suitable for the work. Claims for additional compensation due to variations between conditions actually encountered in construction and as indicated by the plans will not be allowed. A-6 ONE UNIFIED CONTRACT, Insofar as possible, the Contract Documents will be bound together avid executed as a single unified Contract.The intention of the Contract Documents being to provide for all labor,supervision,materials,equipment and other items necessary for the proper execution and completion of the Work. Words that have well-recognized technical or trade meanings are used herein in accordance with such recognized meanings. A-7 DIVISION OF WORK. The arrangement of Drawings and/or Specifications into Divisions, Sections, Articles, or other Subdivisions shall not be binding upon the contractor in dividing the work among Subcontractors or Trades. A-8 INTERPRETATIONS. The Architect will furnish such Interpretations of the Plans and Specifications as may be necessary for the proper execution or progress of the work. Such Interpretations shall be furnished at the instance of the Architect or at the request of the Contractor,or Owner,and will be issued with reasonable promptness and at such times and in accordance with such schedule as may be agreed upon. Such Interpretations shall be consistent with the purposes and intent of the Plans and Specifications and may be effected by Field Order. In the event of any dispute between any of the parties to the Contract and the Architect or each other involving the interpretation of the Contract Documents, the evaluation of work or materials performed or furnished by the Architect Contractor,or any subcontractor or materialsman,or involving any question of fault or liability of any party, the decision of the Owner shall be final and binding. In the event of inconsistency in the contract documents, the following sequence for interpretation shall be used in order of precedence: Change Orders and/or Field Orders (by date of issuance); Addenda (by date of issuance); Drawings; Notes and dimensions on Drawings; Technical Specifications; Special Provisions; Supplementary General Conditions; General Conditions; and,Construction Contract. A-9 COPIES OF WORKING DRAWINGS AND SPECIFICATIONS. The Architect will furnish to Contractor free of charge 15 sets of working Drawings and 15 sets of Specifications. Contractor shall pay the cost of reproduction for all other copies of Drawings and Specifications furnished to him. All Drawings, Specifications and copies thereof furnished by the Owner or the Architect are and shall remain the property of the Owner. They are not to be used on any other project and,with the exception of one Contract set for each Party to the Contract,are to be returned to the Owner on request at the completion of the work. n.. u Page 1 General Conditions for Facility Construction Lump Sum Contract,City of Fort Worth 2-16-05 A-10 MINORITY AND WOMENS BUSINESS ENTERPRISE POLICY. The City of Fort Worth has goals for the participation of disadvantaged business enterprises in City contracts. Compliance with the policies designed to meet these goals is mandatory in order to be considered a responsive bidder. The City policy and procedures to be followed in submitting bids is included. The City of Fort Worth MWBE Program will take precedence over other subcontractor utilization programs on Block Grant and other Federally funded Projects. A-11 CORRELATION AND INTENT. In general,the drawings indicate dimension, locations, positions, quantities,and kinds of construction;the specifications indicate the quality and construction procedures required. Work indicated on the drawings and not specified of vice-versa, shall be furnished as though set forth in both. Work not detailed, marked or specified shall be the same as similar parts that are detailed,marked or specified. If the drawings are in conflict or conflict with the specifications the better quality �. or greater quantity or work or materials shall be estimated and shall be furnished or included. Dimensions on drawings shall take precedence over small-scale drawings. Drawings showing locations of equipment, piping, ductwork, electrical apparatus, etc., are diagrammatic and job conditions may not allow installation in the exact location shown. Relocation shall not occur without the Architects approval. "F A-12 AGE In accordance with the policy ("Policy") of the Executive Branch of the federal government, Contractor covenants that neither it nor any of its officers, members, agents, employees, program participants or subcontractors, while engaged in performing this contract, shall, in connection with the employment, advancement or discharge of employees or in connection with the terms, conditions or privileges of their employment, discriminate against persons because of their age except on the basis of a bona fide occupational qualification, retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers, members, agents, employees, subcontractors, program participants, or persons acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this contract, a maximum age limit for such employment unless the specked maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory equipment. Contractor warrants it will fully comply with the Policy and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractor 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 agreement. A-13 DISABILITY: In accordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA"), Contractor warrants that it and any and all of its subcontractors will not unlawfully discriminate on the basis of disability in the provision of .r services to the general public, nor in the availability, terms and/or conditions of employment for applicants for employment with, or employees of Contractor or any of its subcontractors. Contractor warrants it will fully comply with ADA provisions and any other applicable federal,state and local laws concerning disability and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractors against City arising out of Contractor's and/or its subcontractors' alleged ,. failure to comply with the above-referenced laws concerning disability discrimination in the performance.of this agreement. SECTION B IDENTITY OF ARCHITECT �w B-1 CONTRACT ADMINISTRATION. Where the term "Architect" is used in the "General Conditions of the Contract for Construction", it shall refer to the Director, Transportation and Public Works or his designated Building Construction Manager. The Director,Transportation will designate a Project Manager and Building Construction Manager(BCM)to administer this contract and perform the functions of the "Architect" as indicated in the General Conditions. The design architect or engineer may also be designated to perform the duties of"Architect". The term"City"and "Owner" are used interchangeably and refer to the City of Fort Worth as represented by the Director of Transportation and Public Works or his designated representative. B-2 DUTIES OF THE ARCHITECT As used herein,the term Architect means the Architect or his authorized representative. Nothing contained in these Contract Documents shall create any privity of Contract between the Architect and the Contractor. B-3 ARCHITECT AS REPRESENTATIVE OF THE OWNER The Building Construction Manager will provide general administration of the Contract on behalf of the Owner and will have authority to act as the representative of the Owner to the extent provided in the Contract Documents unless changed in writing by the Owner. The Architect will be available for conferences and consultations with the Owner or the Contractor at all reasonable times. B4 ACCESS TO JOB SITES. The Architect shall at all times have access to the Work whenever it is in preparation and progress. The Contractor shall provide facilities for such access so the Architect may perform its assigned functions under the Contract Documents. The Architect will make periodic visits to the Site to familiarize himself with the progress and quality of the work and to determine if the work is proceeding in accordance with the Contract documents. On the basis of on-site observations,the Architect will keep the Owner informed of the progress of the Work and will endeavor to guard the Owner against defects and deficiencies in the Work of the Contractor. Based upon such observations and the Contractor's applications for payments, the Building Construction Manager will make determinations and recommendations concerning the amounts owing to the Contractor and will issue certificates for payment amounts. Page 2 General Conditions for Facility Construction Lump Sum Contract, City of Fort Worth 2-16-05 B-5 INTERPRETATIONS. The Architect will be, in the first instance, the interpreter of the requirements of the Plans and Specifications and the judge of the performance thereunder by the Contractor,subject to the final decision of the Owner. The Architect's decisions in matters relating to artistic effect will be final if consistent with the intent of the Contract Documents. B-6 AUTHORITY TO STOP WORK. The BCM will have authority to reject work that does not conform to the Plans and Specifications. In addition,whenever, in its reasonable opinion, the BCM considers it necessary or advisable in order to insure the proper realization of the intent of the Plans and Specifications, the BCM will have authority to require the Contractor to stop the Work or any portion thereof, or to require special inspection or testing of the Work whether or not such Work be then fabricated, installed or completed. n. B-7 MISCELLANEOUS DUTIES OF ARCHITECT. Shop Drawings. The Architect will review Shop Drawings and Samples. Contractor must submit at least 6 copies. Two copies of each approved Shop Drawing and submittal will be provided to the Owner by the Architect. Three copies will be returned to the Contractor. Change Orders. Change Orders and Field Orders for Minor Changes in the Work will be issued by the Owner Guarantees. The Owner will receive all written guarantees and related documents required of the Contractor. Upon completion of the project the Contractor shall provide the Owner five copies of each guarantee. fr Inspections The Owner will conduct inspections for the purpose of determining and making his recommendations concerning the dates of substantial completion and final completion. The Architect will conduct the final acceptance inspection and issue the Certificate of Completion. Operation and Maintenance Manuals The Contractor will provide six copies of all applicable equipment installation, operation, and maintenance brochures and manuals required of the Contractor. B-8 TERMINATION OF THE ARCHITECT. In case of the termination of the employment of the Architect by the Owner,the Owner shall either assume the duties of the Architect through the Director of the Department of Transportation and Public Works,or shall appoint a successor Architect against whom the Contractor makes no reasonable objection. SECTION C OWNER C-1 IDENTIFICATION. By the term Owner is meant the City of Fort Worth acting herein by its duly authorized representatives in the manner provided by law. Authorized representatives include the City Manager,Assistant City Manager, the Director and of Transportation and Public Works Department and members of the Architectural Services Division. Generally speaking a designated representative will be a Building Construction Manager identified from within the Architectural Services Division to act as a point of contact for day-today contract administration. C-2 DUTIES OF THE OWNER. The Owner shall furnish surveys describing the physical characteristics, legal limits and utility locations for the site of the Work;provided, however, that the Contractor hereby covenants that he has inspected the premises and familiarized himself therewith and that the locations of utilities and other obstacles to the prosecution of the Work as shown on the Owners survey are for information only, are not binding upon the Owner, and the Owner shall not incur any liability for loss or damage by virtue of any inaccuracies or deficiencies in such surveys. The Owner shall secure and pay for title to the site and all necessary permanent or construction easements. The Owner will cooperate with the Contractor in the prosecution of the Work in such manner and to such extent as may be reasonable and shall furnish information under its control with reasonable promptness at the request of the Contractor. M C-3 INSTRUCTIONS. The Owner shall issue all instructions to the Contractor through the BCM. C-4 ACCESS TO JOB SITE. The Owner shall at all times have access to the Work whenever it is in preparation and progress. The Contractor shall provide facilities for such access so the Owner may perform its assigned functions under the ps Contract Documents. C-5 PROGRESS INSPECTIONS. The Owner will make visits to the Site to familiarize themselves with the progress and quality of the Work and to determine if the work is proceeding in accordance with the Contract documents. On the basis of on-site observations and reports concerning the progress and quality of the work, the Owner will approve and authorize the Contractors applications for payments. C-6 AUTHORITY TO STOP WORK. The Owner will have authority to reflect work that does not conform to the Plans and Specifications. Whenever, in its reasonable opinion, the Owner considers it necessary or advisable in order to insure the proper realization of the intent of the Plans and Specifications, the Owner will have authority to require the Contractor to stop the work or any portion thereof,or to require the Contractor to stop the Work or any portion thereof,or to require special inspection or testing of the Work whether or not such Work be then fabricated,installed or completed. C-7 SUBSTANTIAL COMPLETION INSPECTION. Upon agreement of the Contractor and Architect that the Work is substantially complete,the Owner will schedule a Substantial Completion Inspection to be conducted by the Architect and attended by representatives of the Architect, Owner and Contractor. Items identified during this inspection as being incomplete,defective or Page 3 General Conditions for Facility Construction Lump Sum Contract,City of Fort Worth 2-16-05 i' deficient shall be incorporated into a punch list and attached to the AIA document G704,which is to be prepared and signed by the Contractor,and accepted,approved and signed by the Owner. r C-8 RIGHT TO AUDIT: Contractor agrees that the City shall, until the expiration of three years after final payment under this contract, have access to and the right to examine any directly pertinent books, documents,papers and records of the contractor involving transactions relating to �. this contract. Contractor further agrees to include in all his subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three years after final payment under the subcontract, have access to and the right to examine any directly pertinent books, documents, papers and records of such subcontractor, involving transactions to the subcontract. The term r" "subcontract"as used herein includes purchase orders. 1 Contractor agrees to photocopy such documents as may be requested by the city. The city agrees to reimburse Contractor for the costs of copies at the rate published in the Texas Administrative Code. SECTION D CONTRACTOR D-1 IDENTIFICATION. The Contractor is the person or organization identified as such in the Contract. The term Contractor means the Contractor or his authorized representative. D-2 INDEPENDENT CONTRACTOR Contractor shall perform all work and services hereunder as an independent contractor, r not as agent, or employee of the City. Contractor shall have exclusive control of and the exclusive right to control the details of the work and services performed hereunder, and all persons performing same, and Contractor shall be solely responsible for the acts of its officers, agents,and employees. Nothing herein shall be construed as creating a partnership or joint enterprise between City and the Contractor,its officers,agents and employees,and the doctrine of respondeat superior shall not apply. D-3 SUBLETTING It is further agreed that the performance of this Contract, either in whole or in part, shall not be sublet or assigned to anyone else by said Contractor without the written consent of the Director of Transportation and Public Works of the City of Fort Worth. IR D-4 REVIEW OF CONTRACT DOCUMENTS. The Contractor shall carefully study and compare the Agreement, Conditions of the Contract,Drawings,Specifications,Addenda and modifications and shall at once report to the Owner and to the Architect any error, inconsistency or omission he may discover. The Contractor shall do no work without Drawings, Specifications and Interpretations. D-5 SUPERVISION. The Contractor shall supervise and direct the Work, using his best skill and attention.He shall be solely responsible for all construction means,methods, safety,techniques,sequences and procedures and for coordinating all portions of the Work under the Contract Documents. D-6 LABOR AND MATERIALS. Unless otherwise specifically noted, the Contractor shall provide and pay for all labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation and other facilities and services necessary for the proper execution and completion of the Work. p The successful low bidder will use its reasonable best efforts to hire local laborers, workmen and materialmen. The general P condition is not to be constructed as limiting the right of any bidder to employee laborers, workmen or materialmen from outside local area. The Contractor shall at all times enforce strict discipline and good order among his employees, and shall not employ on the Work r any unfit person or anyone not skilled in the task assigned to him. D-7 PREVAILING WAGE RATE. The Contractor agrees to pay not less than the general prevailing rate of per diem wages for Work of a similar character in the locality in which the Work is performed, and not less than the general prevailing wage of per 1r diem wages for a legal holiday and overtime work to all laborers, workmen and mechanics employed on the Work under this Contract.The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is classed and set out by the City of Fort Worth,Texas,a copy of which is attached hereto and made a part hereof the same as if It were copies verbatim herein. D-8 WARRANTY. The Contractor warrants to the Owner and the Architect that all materials and equipment furnished under this Contract will be new unless otherwise specified, and that all work will be of good quality, free from faults and defects, and in conformance with the Contract Documents. All work not so conforming to these standards may be considered defective. If required by the Architect or the Owner, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. The warranty provided in this Section shall be in addition to and not in limitation of any other warranty or remedy provided by law or the Contract Documents. D-9 TAXES. The Contractor is exempt from State Sales Tax on material incorporated into the finished construction, Excise and Use Tax. Page 4 General Conditions for Facility Construction Lump Sum Contract,City of Fort Worth 2-16-05 r D-10 LICENSES, NOTICES AND FEES. The Contractor shall obtain all Permits, Licenses, Certificates, and Inspections, whether permanent or temporary, required by law or these Contract Documents. The Contractor shall give all Notices and comply with all Laws, Ordinances, Rules, Regulations and Orders of any public authority bearing on the performance of the Work. If the Contractor observes or becomes aware that any of the Contract Documents are at variance therewith in any respect, he shall promptly notify the Architect Owner in writing and any necessary changes will be made. If the Contractor performs any Work knowing that it is in violation of, or contrary to, any of such Laws, Statutes, Charter, Ordinances, Orders or Directives, or Regulations without furnishing Notice to the Owner, the Contractor will assume full responsibility therefore and bear all costs attributable thereto. w D-11 CASH ALLOWANCES. The Contractor shall include in the Contract Sum all allowances stated in the Contract Documents. These allowances shall cover the net cost of the materials and equipment delivered and unloaded at the site, and all applicable taxes. The Contractor's handling costs on the site, labor, installation costs, overhead, profit and other expenses contemplated for the original allowance shall be included in the Contractor Sum and not in the allowance. The Contractor shall cause the Work covered by these allowances to be performed for such amounts and by such persons as the Owner may direct,but he will not be required to employ persons against whom he makes a reasonable objection. If the cost, when determined, is more than or less than the allowance, the Contract Sum shall be adjusted accordingly by Change Order which will include additional handling costs on the site, labor, installation costs, field overhead, profit and other direct expenses resulting to the Contractor from any increase over the original allowance. D-12 SUPERINTENDENT. The Contractor shall employ a competent superintendent and necessary assistants who shall be in attendance at the Project site during the progress of the Work. The superintendent shall be satisfactory to the Contractor and the Owner.The superintendent shall represent the Contractor and all communications given to the superintendent shall be binding as if .. given to the Contractor. Important communications will be confirmed in writing. Other communications will be so confirmed on written request in each case. D-13 RESPONSIBILITIES FOR EMPLOYEES AND SUB-CONTRACTORS. The Contractor shall be responsible to the Owner w for the acts and omissions of all his employees and all Sub-contractors, their agents and employees, and all other persons performing any of the Work under a contract with the Contractor. D-14 FAILURE TO COMMENCE WORK: Should the Contractor fail to begin the work herein provided for within the time herein fixed or to carry on and complete the same according to the true meaning of the intent and terms of said Plans,Specifications ow and Contract Documents,then the Owner shall have the right to either demand the surety to take over the work and complete same in accordance with the Contract Documents or to take charge of and complete the work in such a manner as it may deem proper, and if, in the completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the said plans and specifications made a part hereof, the Contractor and/or its Surety shall pay said City on demand in writing, setting forth and specifying an itemized statement of the total cost thereof,said excess cost. D-15 PROGRESS SCHEDULE. The Contractor, immediately after being awarded the contract, shall prepare and submit for the Architect's approval, an estimated progress schedule for the Work.The progress schedule shall be related to the entire Project. This schedule shall indicate the dates for the starting and completion of the various states of construction and shall be revised as required by the conditions of the Work, subject to the Architect's approval. It shall also indicate the dates for submission and approval of shop drawings and submittals as well as the delivery schedule for major pieces of equipment and/or materials. The contractor shall submit an updated progress schedule the BCM at least monthly for approval along with the Contractor's monthly progress payment requests. D-16 DRAWINGS AND SPECIFICATIONS AT THE SITE. The Contractor shall maintain at the site for the Owner one copy of all Drawings, Specifications, Addenda, approved Shop Drawings, Change Orders, and other Changes and Amendments in good order and marked to record all changes made during construction. These shall also be available to the Architect. The Drawings, marked to record all changes made during construction,shall be delivered to the Owner upon completion of the Work.The Architect will prepare,and provide to the Owner,one complete set of reproducible record drawings of the work. D-17 SHOP DRAWINGS AND SAMPLES. Shop Drawings are drawings, diagrams, illustrations, schedules, performance a` charts, brochures and other data which are prepared by the Contractor or any Subcontractor, manufacturer, supplier or distributor, and which illustrate some portion of the Work. Samples are physical examples furnished by the Contractor to illustrate materials, equipment or workmanship, and to establish standards by which the Work will be judged. The Contractor shall review, stamp with his approval and submit, with reasonable promptness and in orderly sequence so as to cause no delay in the Work or in the work of any other contractor, normally within the first 90 days of the work, six copies of all shop Drawings and Samples required by the Contract Documents or subsequently by the Architect as covered by changes or amendments. Shop Drawings and Samples shall be properly identified as specified, or as the Architect may require.At the time of submission the Contractor shall inform the Architect in writing of any deviation in the Shop Drawings or Samples from the requirements of the Contract Documents. �. By approving and submitting Shop Drawings and Samples,the Contractor thereby represents that he has determined and verified all field measurements, field construction criteria, materials, catalog numbers and similar data, and that he has checked and Page 5 General Conditions for Facility Construction Lump Sum Contract,City of Fort Worth 2-16-05 coordinated each shop drawing given in the Contract Documents. The Architect's approval of a separate item shall not indicate approval of an assembly in which the item functions. The Architect will review and approve Shop Drawings and Samples with reasonable promptness so as to cause no delay, but only for conformance with the design concept of the Project and with the information given in the Contract Documents. The Architect's approval of a separate item shall not indicate approval of an assembly in which the item functions. .� The Contractor shall make any corrections required by the Architect and shall resubmit the required number of corrected copies of Shop Drawings or new Samples until approved. The Contractor shall direct specific attention in writing or on resubmitted Shop Drawings to revisions other than the corrections requested by the Architect on previous submissions. .. The Architect's approval of Shop Drawings or Samples shall not relieve the Contractor of responsibility for any deviation from the requirements of the Contract Documents unless the Contractor has informed the Architect in writing of such deviation at the time of submission and the Architect has given written approval to the specific deviation. Architect's approval shall not relieve the Contractor from responsibility for errors or omissions in the Shop Drawings or Samples. No portion of the Work requiring a Shop Drawing or Sample submission shall be commenced until the Architect has approved the submittal.All such portions of the Work shall be in accordance with approved Shop Drawings and Samples. D-18 SITE USE. The Contractor shall confine operations at the site to areas permitted by law, ordinances, permits and the Contract Documents and shall not unreasonably encumber the site with any materials or equipment.Until acceptance of the work by the City Council of the City of Fort Worth,the entire site of the Work shall be under the exclusive control, care and responsibility of the Contractor.Contractor shall take every precaution against injury or damage to persons or property by the action of the elements or from any other cause whatsoever.The Contractor shall rebuild, repair, restore and make good at his own expenses all injuries or damages to any portions of the Work occasioned by any of the above,caused before acceptance. D-19 CUTTING AND PATCHING OF WORK. The Contractor shall do all cutting, fitting or patching of his Work that may required to make its several parts fit together properly,and shall not endanger any Work by cutting,excavating or otherwise altering the Work or any part of it. D-20 CLEAN UP. The Contractor at all times shall keep the premises free from accumulation of waste materials or rubbish.At the completion of the Work he shall remove all his waste materials and rubbish from and about the Project as well as all his tools, construction equipment,machinery and surplus materials,and shall clean all glass surfaces and leave the Work"Broom-clean"or its equivalent,except at otherwise specified. In addition to removal of rubbish and leaving the buildings"broom-clean", Contractor shall clean all glass, replace any broken glass, remove stains,spots,marks and dirt from decorated work,clean hardware, remove paint spots and smears from all surfaces,clean fixtures and wash all concrete,tile and terrazzo floors. If the Contractor fails to clean up,the Owner may do so,and the cost thereof shall be charged to the Contractor. D-21 COMMUNICATIONS. As a general rule,the Contractor's hall forward all communications to the Owner through the BCM. D-22 CONTRACTOR REQUIREMENTS ON FEDERALLY FUNDED PROJECTS. Contractor shall observe and comply with the requirements of the City of Fort Worth Fiscal Department, Intergovernmental Affairs and Grants Management as outlined in the Supplemental Conditions contained in the Project Manual SECTION E SUBCONTRACTORS E-1 DEFINITION. A Subcontractor is a person or organization that has a direct contract with the Contractor to perform any of the Work at the site. The term Subcontractor is referred to throughout the Contract Documents as if singular in number and masculine in gender and means a Subcontractor or his authorized representative. Nothing contained in the Contract, Documents shall create any contractual relation between the Owner and the Architect and any subcontractor or any of his sub-subcontractors or materialmen. E-2 AWARD OF SUBCONTRACTS. The bidder shall furnish a list of the names of the subcontractors or other persons or organizations(including those who are to furnish materials or equipment fabricated to a special design) proposed for such portions of the Work as may be designated in the bidding requirements,or if none is so designated in the bidding requirements,the names of the Subcontractors proposed for the principal portions of the Work. Prior to the award of the Contract, the Architect shall notify the r. successful bidder in writing if either the Owner or Architect, after due investigation, has reasonable objection to any person or organization on such list. Failure of the Owner and Architect to make an objection to any person or organization on the list prior to the award of this Contract shall not constitute acceptance of such person or organization. If, prior to the award of the Contract,the Owner or Architect has an objective to any person or organization on such list, and refuses to accept such person or organization, the apparent low bidder may, prior to the award, withdraw his bid without forfeiture of bid security. If such bidder submits an acceptable substitute,the Owner may, at its discretion, accept the bid or he may disqualify the bid. If, after the award, the Owner or Architect objects in writing to any person or organization on such list, the Contractor shall provide an acceptable substitute. The Contractor shall not make any substitution for any Subcontractor or person or organization that has been accepted by the Owner and the Architect,unless the substitution is also acceptable to the Owner and the Architect. Page 6 General Conditions for Facility Construction Lump Sum Contract,City of Fort Worth 2-16-05 JIM E•3 TERMS OF SUBCONTRACTS. All work performed for the Contractor by a Subcontractor shall be pursuant to an appropriate agreement between the Contractor and the Subcontractor (and where appropriate between Subcontractors and Sub- subcontractors)which shall contain provisions that: 1. Preserve and protect the rights of the Owner and the Architect under the Contract with respect to the Work to be performed under the subcontract so that the subcontracting thereof will not prejudice such rights; 2. Require that such Work be performed in accordance with the requirements of the Contract Documents; 3. Require submission to the Contractor of applications for payment under each subcontract to which the Contractor is a party, in reasonable time to enable the Contractor to apply for payment; 4. Require that all claims for additional costs,extensions of time, damages for delays or otherwise with respect to subcontracted portions of the Work shall be submitted to the Contractor(via any Subcontractor or Sub-subcontractor where appropriate) in the manner provided in the Contract Documents for like claims by the Contractor upon the Owner; 5. Waive all rights the contracting parties may have against one another for damages caused by Tire or other perils covered by the 1! property insurance,except such rights,if any,as they may have to proceeds of such insurance held by the Owner,and, 6. Obligate each Subcontractor specifically to consent to the provisions of this Section All of the provisions set out in this section shall be deemed to have been included in every subcontract,and every subcontract shall be so construed and applied as to the Owner and the Architect,whether or not such provisions are physically included in the sub- contract. E-4 MINORITY AND WOMENS BUSINESS ENTERPRISE WWBE), Should the base bid be less than $25,000, the requirements of this section do not apply. General: In accordance with City of Fort Worth Ordinance No 15530, the City of Fort Worth sets goals for the participation of minority business enterprises and women business enterprises in City contracts. Ordinance No 15530 is incorporated in these Specifications by reference.A copy of the Ordinance may be obtained from the Office of the City Secretary. Failure to comply with the Ordinance shall be a material breach of contract. Prior to Award: The M/WBE UTILIZATION FORM, MMBE GOALS WAIVER FORM and GOOD FAITH EFFORT FORM, as applicable,must be submitted within five city business days after bid opening. Failure to submit the post bid information shall render the bid non-responsive. The City will consider the contractor's performance on other City Projects regarding its M/WBE program in the evaluation of bids. Failure to comply with the City's M/WBE program,or to demonstrate a"good faith effort",shall result in a bid being considered irresponsible. During Construction: Contractor shall provide copies of subcontracts or cosigned letters of intent with approved M/WBE subcontractors prior to issuance of the Notice to Proceed. Contractor shall also provide monthly reports on utilization of the subcontractors to the Construction Manager. Upon request, Contractor must provide the City with complete and accurate information regarding actual work performed by a Minority or Women Business Enterprise (M/WBE) on the contract and proof of payment thereof. Contractor further agrees to permit an audit and/or examination of any books, records or files in it's possession that will substantiate the actual work performed by an M/ WBE. The misrepresentation of acts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal,state, or local laws or ordinances relating to false statement. Further any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result on the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three years. The Contractor may count first and second tier subcontractors and/or suppliers toward meeting the goals. The Contractor may count toward its goal a portion of the total dollar amount of the contract with a joint venture equal to the percentage of the M/WBE participation in the joint venture for a clearly defined portion of the work to be performed. All subcontractors used in meeting the goals must be certified prior to the award of the Contract. Change Orders: Whenever a change order affects the work of an M/WBE subcontractor or supplier,the M/WBE shall be given an opportunity to perform the work. Whenever a change order is$50,000 or more, the M/WBE coordinator shall determine the goals �f applicable to the work to be performed under the change order. During the term of the contract the contractor shall: 1. Submit monthly utilization reports 2. Make no unjustified changes of deletions in it's M/WBE participation commitments submitted with or subsequent to the bid, '.r and, 3. If substantial subcontracting and/or substantial supplier opportunities arise during the term of the contract which the contractor had represented he would perform with his forces, the contractor shall notify the City before subcontracts or purchase orders are let,and shall be required to comply with modifications to goals as determined by the City,and, r 4. Submit a REQUEST FOR APPROVAL OF CHANGE FORM, if the contractor desires to change or delete any of the M/WBE subcontractors or suppliers. Page 7 General Conditions for Facility Construction Lump Sum Contract,City of Fort Worth 2-16-05 of Justification for change of subcontractors may be granted for the following: 1. Failure of subcontractor to provide evidence of coverage by Workers'Compensation Insurance 2. Failure of subcontractor to provide required general liability or other insurance. 3. Failure of subcontractor to execute a standard subcontract form in the amount of the proposal used by the Contractor in preparing his MNVBE Participation plan 4. Default by the MNVBE subcontractor or supplier in the performance of the subcontract. 5. Other reasons at the discretion of the MNVBE Coordinator Within ten days after final payment from the City the contractor shall provide the MNVBE Office with documentation to reflect final participation of each subcontractor and supplier, including non-MNVBEs, used on the project. E-5 PAYMENTS TO SUBCONTRACTORS. The Contractor shall pay each Subcontractor, upon receipt of payment from the Owner, an amount equal to the percentage of completion allowed to the Contractor on account of such Subcontractor's Work.The Contractor shall also require each Subcontractor to make similar payments to his subcontractors. If the Owner refuses to issue a Certificate for Payment for any cause which is the fault of the Contractor and not the fault of a particular subcontractor,the Contractor shall pay that Subcontractor on demand,made at any time after the Certificate for Payment would otherwise have been issued,for his Work to the extent completed,less the retained percentage. The Contractor shall pay each Subcontractor a just share of any insurance monies received by the Contractor, and he shall require each Subcontractor to make similar payments to his Subcontractors. The Owner may, on request and at its discretion, furnish to any Subcontractor, if practicable, information regarding percentages of completion certified to the Contractor on account of Work done by such Subcontractors. Neither the Owner nor the Architect shall have any obligation to pay or to see to the payment of any monies to any Subcontractor. E-6 SUBCONTRACTOR REQUIREMENTS FOR FEDERALLYFUNDED PROJECTS The Contractor will cause appropriate provisions to be inserted in all subcontracts to bind subcontractors to FDA contract requirements as contained herein and to 15 CFR 24 or OMB Circular A-110,as appropriate. Each subcontractor must agree to comply with all applicable Federal, State, and local requirements in addition to those set forth in this section. No subcontractor will be employed on this Project, except as specifically approved by the City, who is contained in the listing of +" contractors debarred, ineligible, suspended or indebted to the United States from contractual dealings with Federal government departments. The work performed by any such contractor or subcontractor will be ineligible for reimbursement wholly or partially from EDA grant fluids. �+. All subcontracts in excess of$10,000 shall include, or incorporate by reference, the equal opportunity clause of Executive Order 11246. All subcontracts must contain a nondiscrimination clause. Each subcontract must contain a requirement for compliance with the Davis-Bacon and related acts. Each subcontractor must submit weekly each weekly payroll record and a weekly statement of compliance. These documents will be submitted to the prime contractor who will compile them and submit to the City.The subcontractor can satisfy this requirement by submitting a properly executed Department of Labor Form WH-347 Each subcontract with every subcontractor must contain a clause committing the subcontractor to employment of local labor to the maximum extent possible. OR All subcontractors who employ more than 50 employees, and is a prime or first tier subcontractor, and has a subcontract or purchase order of$50,000 or more must submit a completed Standard Form 100(Compliance Report)by March 30 of each year. Subcontractors performing work in areas covered by published goals for minorities will be required to report monthly on Form CC- S` 257. ew Page 8 General Conditions for Facility Construction Lump Sum Contract,City of Fort Worth 2-16-05 SECTION F SEPARATE CONTRACTS F-1 OWNER'S RIGHT. The Owner reserves the right to award separate contracts in connection with other portions of the Work. When separate contract are awarded for other portions of the Work, "the Contractor"in the Contract Documents in each case shall be the contractor who signs each separate contract. F-2 MUTUAL RESPONSIBILITY OF CONTRACTORS. The Contractor shall afford other contractors reasonable opportunity for the introduction and storage of their materials and equipment and the execution of their work, and shall properly connect and coordinate his work with theirs. ' If any part of the Contractor's Work depends for proper execution or results upon the work of any other separate contractor, the Contractor shall inspect and promptly report to the Owner any apparent discrepancies or defects in such work that render it unsuitable for such proper execution and results. Failure of the Contractor to inspect and report shall constitute an acceptance of the other contractor's work as fit and proper to receive his Work, except as to defects which may develop in the other separate contractor's work after the execution of the Contractor's Work. Should the Contractor cause damage to the work or property of any separate contractor on the site,the Contractor shall, upon due notice,settle with such other contractor by agreement, if he will so settle. If such separate contractor sues the Owner on account of any damage alleged to have been so sustained, the Owner shall notify the Contractor who shall defend against such suit at the Contractor's expense, and if any judgment against the Owner arises therefrom, the Contractor shall pay or satisfy such judgment and shall reimburse the Owner for all attorney's fees, court costs and expenses which the Owner has incurred in connection with such suit. F-3 CUTTING AND PATCHING UNDER SEPARATE CONTRACTS. The Contractor shall do all cutting,fitting or patching of his Work that may be required to fit it to receive or be received by the work of other contractors shown in the Contract Documents. The Contractor shall not endanger any work or any other contractors by cutting,excavating or otherwise altering any work and shall not cut or alter the work of any other contractor except with the written consent of the Architect. Any costs caused by defective or ill-timed work shall be borne by the party responsible therefor. F-4 OWNER'S RIGHT TO CLEAN UP. If a dispute arises between the separate contractors as to their responsibility for cleaning up, the Owner may clean up and charge the cost thereof to the several contractors as the Director of the Department of Transportation and Public Works shall determine to be just. SECTION G MISCELLANEOUS PROVISIONS G-1 CONFLICT OF LAWS. The law of the place where the site is located shall govern the Contract. The Contractor must familiarize himself and strictly comply with all Federal,State,and County and City Laws,Statutes, Charter,Ordinances, Regulations, or Directives controlling the action or operation of those engaged upon the work affecting the materials used. He shall indemnify and save harmless the City and all of its officers and agents against any claim or liability arising from or based on the violation of any such Laws,Statutes,Charter,Ordinances,Regulations,or Directives,whether by himself, his employees,agents or subcontractors. G-2 GOVERNING LAWS. It is mutually agreed and understood that this agreement is made and entered into by the parties hereto with reference to the existing Charter and Ordinances of the City of Fort Worth and the laws of the State of Texas with ?1W reference to and governing all matters affecting this Contract,and the Contractor agrees to fully comply with all the provisions of the same. G-3 PERSONAL LIABILITY OF PUBLIC OFFICIALS. In performing their duties under the Statutes of the State of Texas and the Charter and Ordinances of the City of Fort Worth in connection with this Contract, or in exercising any of the powers granted the Owner herein, the officers, agents and employees of the City of Fort Worth are engaged in the performance of a governmental function and shall not incur any personal liability by virtue of such performance hereunder, except for gross negligence or willful wrong. G-4 COMPLIANCE WITH LAWS. Contractor agrees the comply with all laws, Federal, state and local, including all ordinances,rules and regulations of the City of Fort Worth,Texas. Materials incorporated into the finished Project are not subject to State Sales Tax. Contractors are responsible for obtaining construction permits from the governing agencies. Contractor shall schedule all code inspections with the Code Inspection Division in accordance with the permit requirements and submit a copy of updated schedule to the Construction manager weekly. Building, plumbing, electrical and mechanical building permits are issued without charge. Water and sewer access fees will be paid by the City. Any other permit fees are the responsibility of the Contractor. G-5 INDEMNIFICATION: Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death,arising out of,or alleged to arise out of,the work and services to be performed hereunder by Contractor, its officers, agents,employees,subcontractors,licensees or invitees, whether ornot any such iniury, damage or death is caused, in whole or in Part, by the negligence or alleged negligence of Owner, its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against Page 9 General Conditions for Facility Construction Lump Sum Contract,City of Fort Worth 2-16-05 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 any such injury or damage is PW caused in whole or In part by the negligence or alleged negligence of Owner,its officers,servants or employees. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either(a)submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or(b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. G-6 SUCCESSORS AND ASSIGNS. Except as provided in Paragraph E-2, this contract shall be binding upon and insure to the benefit of the parties hereto, their Successors or Assigns. Contractor shall not assign or sublet all or any part of this Contract or his rights or duties hereunder without the prior written consent of the Owner. Any such purported assignment or subletting without the prior written consent of Owner shall be void. G-7 WRITTEN NOTICE. Written Notice shall be deemed to have been duly served if delivered in person to the individual or member of the firm or to an officer of the corporation for whom it was intended, or if delivered at or sent by registered or certified mail to the last business address known to him who gives the notice. G-8 SURETY BONDS: Surety Bonds are required on all City contracts in excess of$25,000. The Contractor agrees, on the submittal of his Proposal to make, execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful performance of the terms and stipulations of the Contract and for the payment to all claimants for labor and/or materials furnished in the prosecution of the work,such bonds being as provided and required in Chapter 2253,Texas Government Code, as amended,in the form included in the Contract Documents, and such bonds shall be 100 percent of the total contract price, and the said surety shall be a surety company duly and legally authorized to do business in the State of Texas, and acceptable to the City. Bonds shall be made on the forms furnished by or otherwise acceptable to the City. Both the Contractor and the Surety Company shall properly execute each bond. Bonds required by the City shall be in compliance with all relevant local, state and federal statutes. In order for a surety to be acceptable to the City, the surety must(1) hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law;or(2)have obtained reinsurance for any liability in excess of$100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the United States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its sole discretion,will determine the adequacy of the proof required herein. No sureties will be accepted by the City that are at the time in default or delinquent on any bonds or which are interested in any litigation against the City. Should any surety on the contract be determined unsatisfactory at any time by the City, notice will be given to the Contractor to that effect and the contractor shall immediately provide a new surety to the City. Should any surety for the contracted project be determined unsatisfactory at any time during same,the Contractor shall immediately provide a new surety bond satisfactory to the City. If the contract amount is less than $25,000, payment shall,be made in one lump sum 30 calendar days after completion and acceptance of the work. G-9 OWNER'S RIGHT TO CARRY OUT THE WORK. If the Contractor defaults or neglects to cavy out the Work in ,. accordance with the Contract Documents or fails to perform any provision of the Contract, the Owner may,without prejudice to any other remedy he may have, enter the site and make good such deficiencies. In such case an appropriate Change Order shall be issued deducting from the payments then or thereafter due the Contractor the cost of correcting such deficiencies, including the cost of the Architect's additional services made necessary by such default, neglect or failure. If the payments then or thereafter due the Contractor are not sufficient to cover such amount,the Contract shall pay the difference to the Owner. G-10 ROYALTIES AND PATENTS. The Contractor shall pay all royalties and license fees. He shall defend all suits or claims for infringement of any patent rights and shall save the Owner harmless from loss on account thereof and shall be responsible for all such loss when a particular design, process or the product of a particular manufacturer or manufacturers is specified; however, if the Contractor has reason to believe that the design, process or product specified is an infringement of a patent, he shall be responsible for such loss unless he promptly gives such information to Owner. G-11 TESTS. If the Contract Documents, Laws, Ordinances, Rules, Regulations or Orders of any public authority having jurisdiction require any Work to be inspected,tested or approved,the Contractor shall give the Owner timely notice of its readiness and the date arranged so the Architect may observe such inspection, testing or approval. The Owner shall bear all costs of such inspection,tests and approvals unless otherwise provided. If after the commencement of the Work, the Owner determines that any Work requires special inspection, testing or approval not included above,the Owner,will instruct the Contractor to order such special inspection,testing or approval,and the Contractor shall give notice as required in the preceding paragraph, If such special inspection or testing reveals a failure of the Work to comply(1) with the requirements of the Contract Documents or(2)with respect to the performance of the work,with Laws, Statutes, Charter, Page 10 General Conditions for Facility Construction Lump Sum Contract,City of Fort Worth 2-16-05 Ordinances, Regulations or Orders of any public authority having jurisdiction, the Contractor shall bear all costs thereof, including the Architect's additional services made necessary by such costs; otherwise the Owner shall bear such costs, and an appropriate Change Order shall be issued. The Contractor shall secure certificate of inspection, testing or approval, and three copies will be promptly delivered by him to the Owner.The Architect will review the certificates and forward one copy of each with his recommendation(s)to the Owner. If the Owner wishes to observe the inspections, tests or approvals required by this Section, they will do so promptly and, where practicable,at the source of supply. Neither the observations of the Architect or the Owner in their administration of the Construction Contract, nor inspections, tests or approvals by persons other than the Contractor shall relieve the Contractor from his obligations to perform the Work in accordance with the Contract Documents. G-12 INTERRUPTION OF EXISTING UTILITIES SERVICES. The Contractor shall perform the work under this Contract with a minimum of outage time for all utilities. Interruption shall be by approved sections of the utility. In some cases, the Contractor may be required to perform the work while the existing utility is in service. The existing utility service may be interrupted only when approved by the Owner.When it is necessary to interrupt the existing utilities,the Contractor shall notify the Owner in writing at least ten days in advance of the time that he desires the existing service to be interrupted. The interruption time shall be kept to a minimum. Depending upon the activities at an existing facility that requires continuous service from the existing utility,an interruption may not be subject to schedule at the time desired by the Contractor. In such cases,the interruption may have to be scheduled at a time of minimum requirements of demand for the utility. The amount of time requested by the Contractor of existing utility services shall be as approved by the Owner. G-13 LAYING OUT WORK. The Contractor shall verify dimensions and elevations indicated in layout of existing work. I Ir Discrepancies between Drawings, Specifications, and existing conditions shall be referred to Architect for adjustment before work affected is perfonned. Failure to make such notification shall place responsibility upon Contractor to carry out work in satisfactory workmanlike manner at the Contractor's sole expense. The Contractor shall be held responsible for the location and elevation of all the construction contemplated by the Construction Documents. Prior to commencing work, the Contractor shall carefully compare and check all Architectural, Structural, Mechanical an Electrical drawings; each with the other that in any affects the locations or elevation of the work to be executed by him, and should any discrepancy be found, he shall immediately report the same to the Architect for verification and adjustment.Any duplication of work made necessary by failure or neglect on his part to comply with this function shall be done at the contractors sole expense. G-14 MEASUREMENTS: Before ordering any material or doing any work,the Contractor shall verify all measurements at the site or at the building and shall be wholly responsible for the correctness of same. No extra charge or compensation will be allowed on account of any difference between actual dimensions and dimensions indicated on the drawings. Any difference that may be found shall be submitted to the Architect for consideration and adjustment before proceeding with the project. G-15 EXISTING OVERHEAD OR UNDERGROUND WORK. The Contractor shall carefully check the site where the project is to be erected and observe any existing overhead wires and equipment.Any such work shall be moved, replaced or protected, as required,whether or not shown or specified at the contractor's sole expense. Attention is directed to the possible existence of pipe and other underground improvements that may or may not be shown on the Drawings. All reasonable precautions shall be taken to preserve and protect any such improvements whether or not shown on the Drawings. Location of existing underground lines, shown the Drawings are based on the best available sources, but are to be regarded as approximate only. Exercise extreme care in locating and identifying these lines before excavation in adjacent areas. G-16 ALIGNMENT OF JOINTS IN FINISH MATERIALS. It shall be the responsibility of the Contractor to make certain in the installation of jointed floor,wall and ceiling materials that: 1. Preserve and protect the rights of the Owner and the Architect under the Contract with respect to the Work to be performed under the subcontract so that the subcontracting thereof will not prejudice such rights; 2. Place joints to relate to all opening and breaks in the structure and be symmetrically placed wherever possible.This includes +� heating registers, light fixtures, equipment,etc. If because of the non-related sizes of the various materials and locations of openings, etc., it is not possible to accomplish the above, the Contractor shall request the Architect to determine the most satisfactory arrangement. The Contractor shall establish centerlines for all trades. G-17 INTEGRATING EXISTING WORK. The Contractor shall protect all existing street and other improvements from damages. Contractor's operations shall be confined to the immediate vicinity of the new work and shall not in any interfere with or obstruct the ingress or egress to an from existing adjacent facilities. Page 11 General Conditions for Facility Construction Lump Sum Contract,City of Fort Worth 2-16-05 Where new site work is to be connected to existing work,special care shall be exercised by the Contractor not to disturb or damage 9 the existing work more than necessary.All damaged work shall be replaced,repaired and restored to its original condition at no cost to the Owner. G-18. HAZARDOUS MATERIAL CERTIFICATION: It is the intent of the contract documents, whether expressly stated or not, that nothing containing hazardous materials,such as asbestos,shall be incorporated in to the project. The contractor shall exercise every reasonable precaution to ensure that asbestos-containing materials are not incorporated into any portion of the project, including advising all materials suppliers and subcontractors of this requirement. The contractor shall verify that components containing lead do not contact the potable water supply. G-19 LOCATION OF EQUIPMENT AND PIPING. Drawing showing location of equipment, piping, ductwork, etc. are diagrammatic and job conditions may not always permit their installation in the location shown.When this situation occurs, it shall be brought to the Architect's attention immediately and the relocation determined in a joint conference. The Contractor will be held responsible for the relocating of any items without first obtaining the Architect's approval. He shall remove and relocate such items at his own expense if so directed by the Architect.Where possible uniform margins are to be maintained between parallel lines and or adjacent wall,floor or ceiling surfaces. G-20 OVERLOADING. The Contractor shall be responsible for loading of any part or parts of structures beyond their safe carrying capacities by placing of materials, equipment, tools, machinery or any other item thereon. No loads shall be placed on floors or roofs before they have attained their permanent and safe strength. G-21 MANUFACTURER'S INSTRUCTIONS. Where it is required in the Specifications that materials, products, processes, equipment,or the like be installed or applied in accordance with manufacturer's instructions, direction or specifications, or words to this effect, it shall be construed to mean that said application or installation shall be in strict accordance with printed instructions S furnished by the manufacturer of the material concerned for use under conditions similar or those at the job site. Six copies of such 1' instructions shall be furnished to the Architect and his approval thereof obtained before work is begun. G-22 CLEANING UP. The Contractor shall keep the premises free from accumulation of waste material or rubbish caused by employees or as a result of the work. At completion of work,the General Contractor shall, immediately prior to final inspection of complete building, execute the following final cleaning work with trained janitorial personnel and with material methods recommended by the manufactures of installed materials. 1. Sweep and buff resilient floors and base,and vacuum carpeting. 2. Dust all metal and wood trim and similar finished materials. 3. Clean all cabinets and casework. 4. Dust all ceilings and walls. 5. Dust,and if necessary wash, all plumbing and electrical fixtures. 6. Wash all glass and similar non-resilient materials. 7. All hardware and other unpainted metals shall be cleaned and polished and all equipment and paint or decorated work shall be cleaned and touched-up if necessary, and all temporary labels, tags, and paper coverings removed throughout the buildings. Surfaces that are waxed shall be polished. 8. The exterior of the building,the grounds, approaches,equipment, sidewalks,streets, etc,shall be cleaned similar to interior of buildings and left in good order at the time of final acceptance. All paint surfaces shall be clean and unbroken, hardware shall be clean and polished,all required repair work shall be completed and dirt areas shall be scraped and cleared of weed growth. 9. Clean all glass surfaces and mirrors of putty, paint materials, etc.,without scratching or injuring the glass and leave the work bright,clean and polished. Cost of this cleaning work shall be borne by Contractor. 10. Cleaning, polishing, scaling,waxing and all other finish operations indicated on the Drawings or required in the Specifications shall be taken to indicate the required condition at the time of acceptance of all work under the Contract. 11. Burning: Burning of rubbish on the premises will not be permitted. G-23 DUST CONTROL. Precaution shall be exercised at all times to control dust created as a result of any operations during the construction period. If serious problems or complaints arise due to air-borne dust, or when directed by the Architect, operations causing such problems shall be temporarily discontinued and necessary steps taken to control the dust. G-24 FIRE PROTECTION. The contractor shall at all times maintain good housekeeping practices to reduce the risk of fire damage or injury to workmen.All scrap materials, rubbish and trash shall be removed daily from in and about the building and shall not be permitted to be scattered on adjacent property. Page 12 General Conditions for Facility Construction Lump Sum Contract, City of Fort Worth 2-16-05 10 f Suitable storage space shall be provided outside the immediate building area for storing flammable materials and paints; no storage will be permitted in the building. Excess flammable liquids being used inside the building shall be kept in closed metal container and �r removed from the building during unused periods. A fire extinguisher shall be available at each location where cutting or welding is being performed.Where electric or gas welding or cutting work is done, interposed shields of incombustible material shall be used to protect against fire damage due to sparks and hot metal.When temporary heating devices are used, a watchman shall be present to cover periods when other workmen are not on the premises. The Contractor shall provide fire extinguishers in accordance with the recommendations and NFPA Bulletins Nos. 10 and 241. However,in all cases a minimum of two fire extinguishers shall be available for each floor of construction. G-25 CUTTING AND PATCHING Wherever cutting and removal of portions of the existing work is indicated, such work shall be neatly sawed or cut by contractor in a manner that will produce a neat straight line, parallel to adjacent surfaces or plumb for vertical surfaces. Care should be exercised not to damage any work that is to remain. At no time shall any structural members be cut without written consent from the Architect. G-26 PROJECT CLOSEOUT. Final Inspection, Record Drawings: Attention is called to General Conditions Section entitled, "Substantial Completion and Final Payment". Maintenance Manual:Sheets shall be 8'/2"x 11", except pull out sheets may be neatly folded to 8'/2"x 11".Manuals shall be bound in plastic covered, 3 ring, loose leaf binder with title of project lettered on front and shall contain: 1) Name,address and trade of all sub-contractors. 2) Complete maintenance instructions; name, address, and telephone number of installing Contractor, manufacturer's local representative,for each piece of operative equipment. 3) Catalog data on plumbing fixtures, valves, water heaters, heating and cooling equipment, temperature control, fan, electrical panels,service entrance equipment and light fixtures. 4) Manufacturer's name,type,color designation for resilient floors,windows,doors,concrete block, paint, roofing, other materials. Submit six copies of Maintenance Manual,prior to request for final payment. Operational Inspection and Maintenance Instruction: The Contractor shall provide at his expense, competent manufacturer's representatives to completely check out all mechanical and electrical systems and items covered by the Drawings and Specifications. This requirement shall be scheduled just prior to and during the initial start up. After all systems are functioning properly the representatives shall instruct maintenance personnel of the Owner in the proper operation and maintenance of each FW item. G-27 GUARANTEE AND EXTENDED GUARANTEE. Upon completion of the Project, prior to final payment, guarantees required by technical divisions of Specifications shall be properly executed in quadruplicate by subcontractors and submitted through the Contractor to Architect. Delivery of guarantees shall not relieve Contractor from any obligation assumed under Contract. The Contractor shall guarantee the entire Project for one year. In addition,where separate guarantees, for certain portions of work, are for longer periods, General Contractor's guarantee shall be extended to cover such longer periods. Manufacturer's extended warrantees shall be included in this contract. Guarantees shall become valid and operative and commence upon issuance of Certificate of Inspection and Acceptance by Owner. Guarantees shall not apply to work where damage is result of abuse, neglect by Owner or his successor(s)in interest. O ` The Contractor agrees to warrant his work and materials provided in accordance with this contract and the terms of the Technical Specifications contained herein. Unless supplemented by the Technical Specifications or the manufacturers normal extended warrantees,the Contractor shall warrant all work materials, and equipment against defects for a period of one year from the date of final acceptance. The Contractor further agrees to bear all costs of making good all work that is found to be defective or not provided in accordance with the Contract Documents. Additionally if the facility or contents are damaged due to defective materials or workmanship of the Contractor, the Contractor further agrees to bear all cost of repairing and/or replacing damaged items and components to bring such items back to at least their original condition. G-28 RECORD DRAWINGS. Upon completion of the Work and prior to application for final payment, one print of each of the drawings accompanying this specification shall be neatly and clearly marked in red by the Contractor to show variations between the construction actually provided and that indicated or specified in the Contract Documents. The annotated documents shall be delivered to Architect. Where a choice of materials and/or methods is permitted herein and where variations in the scope or character of the work from the entire work indicated or specified are permitted either by award of bidding items specified for that purpose, or by subsequent change to the drawings, the record drawings shall define the construction actually provided. The representation of such variations shall conform to standard drafting practice and shall include supplementary notes, legends and Page 13 General Conditions for Facility Construction Lump Sum Contract,City of Fort Worth 2-16-05 r details which may be necessary for legibility and clear portrayal of the actual construction. The record drawings shall indicate, in addition,the actual location of all sub-surface utility lines,average depth below the surface and other appurtenances. G-29 CONSTRUCTION FENCE. At the Contractor's option, he may provide a substantial chain-link construction fence around all or a part of the site. The fences and gates must be maintained throughout the construction period.Remove the fences and gates upon completion of the Project and restore the site to the required original or contract condition. ^` G-30 PRODUCT DELIVERY,STORAGE, HANDLING. The Contractor shall handle, store and protect materials and products, including fabricated components, by methods and means which will prevent damage, deterioration and loss, including theft (and resulting delays), thereby ensuring highest quality results as the work progresses. Control delivery schedules so as to minimize unnecessary long-term storage at project site prior to installation. G-31 REMOVAL OF SALVAGED MATERIAL. The Contractor shall remove salvaged material and equipment from the Project site and dispose of it in accordance with the law. Equipment or material identified in the Specifications or Plans for Owner salvage shall be carefully removed and delivered to the Owner at any location in within the City limits as directed by the City. G-32 MANUFACTURER'S REFERENCE:Catalog, brand names,and manufacturer's references are descriptive, not restrictive. Bids on brands of like nature and quality will be considered. Contractor shall inform the City of any substitutions intended for the project within 5 business days of bid opening. Failure to inform the City of substitute projects will obligate the contractor to provide the specified material if awarded the contract. Within 14 days after bid opening and upon request of the contractor,the contractor will submit a full sized sample and/or detailed information as required to allow the architect to determine the acceptability of proposed substitutions. Where equipment has been listed as "no substitute accepted", the City will accept no alternates to the specified equipment. SECTION H CONTRACT TIME H-1 DEFINITIONS. The Contract Time is the period of time allotted in the Contract Documents for completion of the Work and is the number of calendar days elapsing between the date of commencement and the date of substantial Completion plus additional days assessed for failure to complete punch list items from the Final Inspection in a timely manner w., The date of commencement of the Work is the date established in the Notice to Proceed. If there is no notice to proceed, it shall be the date of the Agreement or such other date as may be established therein. The Date of Substantial Completion of the Work or designated portion thereof is the Date certified by the Architect with the approval of the Owner that construction-is sufficiently complete, in accordance with the Contract Documents, so the Owner may occupy the Work or designated portion thereof for the use for which it is intended. Final acceptance of the completed work or any portion thereof can be made only by the Assistant City Manager, and no other form of acceptance will be binding upon the Owner. A calendar day constitutes 24 hours of time and is any one of the seven days of a week, including Sunday, regardless of whether a "Working Day"or not,and regardless of weather conditions or any situation which might delay construction.An extension of contract time shall be in accordance with this Section. Extensions of time will be as recommended by the BCM with final approval by City of Fort Worth. A working day is defined as a calendar day, not including Saturdays, Sundays, and legal holidays, in which weather or other conditions not under the control of the Contractor permit the performance of work for a continuous period of not less than seven hours between 7:00 a.m. and 6:00 p.m. However, nothing in these Contract Documents shall be construed as prohibiting the Contractor from working on Saturdays if he so desires. Legal holidays are defined as being New Year's Day, Independence Day, Labor Day,Thanksgiving Day,Christmas Day,Memorial Day, and Veteran's Day. H-2 PROGRESS AND COMPLETION. All the time limits stated in the Contract Documents are of essence to the Contract. The Contractor shall begin the Work on the date of commencement as defined in this Section. He shall carry the Work forward expeditiously with adequate forces and shall complete it within the Contract Time. H-3 DELAYS AND EXTENSIONS OF TIME. If the Contractor is delayed at any time in the progress of the Work by any act or neglect of the Owner or the Architect, or by any employee of the Owner, or by any separate contractor employed by the Owner, or by any separate contractor employed by the Owner,or by changes ordered in the Work, or by labor disputes,fire, unusual delay in transportation, unavoidable casualties or any causes beyond the Contractor's control, or by any cause which the Architect determines may justify the delay, then the contract time may be extended by Change Order for such reasonable time as recommended by the Architect and approved by the Owner. When the Contractor is delayed due to abnormal weather conditions, the weather table provided as WT-1 in these Contract Documents shall be used as the basis for providing a fair and equitable adjustment of the contract time. All claims for extension of time shall be made in writing to the Architect no more than fifteen days after the occurrence of the delay; otherwise they shall be waived. Page 14 General Conditions for Facility Construction Lump Sum Contract,City of Fort Worth 2-16-05 w If no schedule or agreement is made stating the dates upon which written interpretations shall be furnished,then no claim for delay shall be allowed on account of failure to furnish such interpretation until fifteen days after demand is made for them, and not then unless such a claim is reasonable. H-4 NO DAMAGE FOR DELAY. No payment, compensation or adjustment or any kind (other than the extensions of time provided for) shall be made to the contractor for damages because of hindrances or delays from an cause in the progress of the work, whether such hindrances or delays be avoidable or unavoidable, and the contractor agrees that he will make no claim for compensation, damages or mitigation of liquidated damages for any such delays, and will accept in full satisfaction for such delays said extension of time. SECTION I �• PAYMENTS AND COMPLETION 1-1 CONTRACT SUM. The Contract Sum is stated in the contract and is the total amount payable by the Owner to the Contractor for the performance of the Work under the Contract Documents. 1-2 SCHEDULE OF VALUES. Before the first Applicable for Payment,the Contractor shall submit to the Architect a Schedule of Values of the various portions of the Work, including quantities if required by the Architect, aggregating the total Contract Sum, divided so as to facilitate payments to Sub-contractors, prepared in such form as specified or as the Architect and the Contractor may agree upon, and supported by such data to substantiate its correctness as the Architect may require. Each item in the �6 Schedule of Values shall include its proper share of overhead and profit. This Schedule, when approved by the Architect and the Owner,shall be used as a basis for the Contractor's Applications for Payment. 1-3 ADJUSTMENT OF QUANTITIES. Not used 1-4 PROGRESS PAYMENTS. On the first day of each month after the first month's work has been completed,the Contractor will make current estimates in writing for review by the Architect of materials in place complete and the amount of work performed during the preceding month or period and the value thereof at the prices contracted for as shown on the approved Schedule of Values and Progress Schedule. If payments are to be made on account of materials or equipment not incorporated in the Work but delivered and suitably stored at the site or in an independent, bonded warehouse such payments shall be conditioned upon submission by the Contractor of bills of sale or such other procedures satisfactory to the Owner to establish the Owner's title to such materials or equipment or otherwise protect the Owner's interest including applicable insurance and transportation to the site. The Contractor warrants and guarantees that title to all Work, materials and equipment covered by an Application for Payment, whether incorporated in the Project or not,will pass to the Owner upon the receipt of such payment by the Contractor,free and clear of all liens,claims, security interests or encumbrances hereinafter referred to as "liens"; and that no Work, materials or equipment covered by an Application for Payment will have been acquired by the Contractor, or by any other persons performing the Work at the site or furnishing materials and equipment for the Work, subject to an agreement under which an interest therein or an encumbrance thereon is retained by the seller or otherwise imposed by the Contractor or such other person. The Contractor shall prepare each application for payment on AIA Document G702, "Application and Certificate for Payment", and attached thereto AIA Document G703, "Continuation Sheet", to indicate the progress made to date and the period or month for which payment is requested for each Item listed in the Schedule of Values. A copy of the revised monthly work progress schedule must be attached before the pay request can be accepted. 1-5 CERTIFICATES FOR PAYMENT. If the Contractor has made Application for Payment as above,the above,the Architect will,with reasonable promptness but not more than seven days after the receipt of the Application, prepare a Certificate of Payment, with a copy to the Contractor, for such amount determined to be properly due, or state in writing reasons for withholding a Certificate. The issuance of a Certificate for Payment will constitute a representation by the Owner, based on the BCM's observations at the site and the data comprising the Application for Payment, that the Work has progressed to the point indicated; that the quality of the Work is in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole upon Substantial +•► Completion, to the results of any subsequent tests required by the Contract Documents, to minor deviations from the Contract Documents correctable prior to completion, and to any specific qualifications stated in the Certificate); and recommendations to the Owner that the Contractor be paid in the amount certified. In addition,the Architect's approval of final payment assures the Owner that the conditions precedent to the Contractor's being entitled to final payment as set forth in this Section have been fulfilled. r� After the Architect has issued a Certificate for Payment, the Owner shall approve or disapprove same within ten days after A has been delivered to the Director of the Department of Transportation and Public Works. For contracts less than$400,000,Owner shall pay 90% of the approved estimate to the Contractor within seven days after its approval, and the remaining 10% of each such estimate will be retained by the Owner until the final estimate is approved and the Work is accepted by the City Council of the City of Fort Worth. For contracts in excess of$400,000,the Owner will retain only 5%of each estimate until the final estimate is approved and work accepted by the City Council of the City of Fort Worth. No Certificate for a progress payment, nor any progress payment, nor any partial or entire use or occupancy of the Project by the Owner, shall constitute an acceptance of any Work not in accordance with the Contract Documents, or relieve the Contractor of liability in respect to any warranties or responsibility for faulty materials or workmanship. The Contractor shall promptly remedy any Page 15 General Conditions for Facility Construction Lump Sum Contract,City of Fort Worth 2-16-05 defects in the Work and pay for any damage to other work resulting therefrom that shall appear within a period of one year from the date of final acceptance of the Work unless a longer period is specified. 1-6 PAYMENTS WITHHELD. The BCM may decline to approve an Application for Payment and may withhold his Certificate in whole or in part if in his opinion he is unable to make the representations to the Owner as provided in this Section. The Architect may also decline to approve any Applications for Payment or, because of subsequently discovered evidence or subsequent inspections, may nullify the whole or any part of any Certificate for Payment previously issued to such extent as may be necessary �0 in his opinion to protect the Owner from loss because of: 1) Defective work not remedied; 4ft 2) Claims filed or reasonable evidence indicating probable filing of claims; 3) Failure of the Contractor to make payments properly to Subcontractors,or for labor,materials or equipment; 4) Reasonable doubt that the Work can be completed for the unpaid balance of the Contract Sum; SM 5) Damage to another contractor; 6) Reasonable indication that the Work will not be completed within the Contract Time;or 7) Unsatisfactory prosecution of the Work by the Contractor. When such grounds for the refusal of payment are removed, payment shall be made for amounts withheld because of them. The Owner reserves the right to withhold the payment of any monthly estimate, without payment of interest, if the Contractor fails to perform the Work in accordance with the specifications. 1-7 Not used 1-8 LIQUIDATED DAMAGES:The deduction for liquidated damages shall be as follows: as. Amount of Contract Liquidated Damages Per Day $15,000 or less $45 $15,001 to $25,000 $63 $25,001 to $50,000 $105 $50,001 to $100,000 $154 $100,000 to $500,000 $210 $500,001 to$1,000,000 $315 $1,000,001 to$2,000,000 $420 $2,000,001 to$5,000,000 $630 $5,000,001 to$10,000,000 $840 over$10,000,000 $980 1-9 FAILURE OF PAYMENT If, without fault on the part of the Contractor, the BCM should fail to issue any Certificate for Payment within seven days after receipt of the Contractor's Application for Payment, if the Contractors Application for Payment, or if,without fault on the part of the Contractor,the Owner should fail to approve such estimate or to pay to the Contractor 90%or 95% (as applicable)of the amount thereof within the period of time specified, then the Contractor may, upon seven (7)days additional written notice to the Owner and to the Architect,stop the Work until payment of the amount owing has been received. 1-10 SUBSTANTIAL COMPLETION AND FINAL PAYMENT Prior to the request for final payment,the Contractor must meet all provisions for Project Closeout. v.. When the Contractor determines that the Work is substantially complete,the Construction Manager shall inspect the project with the Contractor and prepare a"Preliminary Punch List". When the Architect, on the basis of a subsequent inspection, determines that the Work is substantially complete, he then will prepare a Certificate of Substantial Completion (G704)which,when approved by the Owner, shall allow the Contractor to request a Certificate of Occupancy which will establish the Date of Substantial Completion, The Certificate of Final Completion shall state the responsibilities of the Owner and the Contractor for maintenance, heat,utilities,and insurance,shall set forth the remaining work as a"final punch list".The Contractor shall complete the remaining work listed therein within 60 calendar days. When the Certificate of Occupancy has been issued,the retainage will be reduced to 4%. i Upon completion of the work listed on the final punch list to the satisfaction of the City of Fort Worth,the retainage may be reduced to 2.5%. .. Should the Contractor fail to complete all contractual requirements of the contract, including submittals and final pay request within the fixed time, the contract time will again commence. Should the contractor fail to complete the work within the contract duration, liquidated damages will be assessed Upon receipt of written notice that the Work is ready for final inspection,the City will conduct a joint inspection and certify completion of the final punch list by cosigning it with the Contractor. The Contractor shall submit the following items to the City prior to requesting final payment: Page 16 General Conditions for Facility Construction Lump Sum Contract,City of Fort Worth 2-16-05 ow 1) Contractor's Affidavit of Payment of Debts and Claims (G706) stating that all payrolls, bills for materials and equipment, and other indebtedness connected with the Work for which the Owner or his property might in any way be responsible, have been paid or otherwise satisfied, 2) Consent of Surety to Final Payment(G707),if any,to final payment, 3) Contractor's Affidavit of Release of Liens(G706A),and, 4) Other data establishing payment or satisfaction of all such obligations, such as receipts, releases, and waivers of liens arising out of the Contract,to the extent and in such form as may be designated by the Owner. 5) Contractor's Warranty 6) Statement that all outstanding work has been completed 7) Issuance of the Final Certificate of Substantial Completion 8) Final acceptance by the City of Fort Worth. If any Subcontractor, materialman or laborer refuses to furnish a Contractor's Affidavit of Release of Liens, the Contractor may, at the election of the Owner, furnish a bond satisfactory to the Owner to indemnify him against any right, claim or lien which might be asserted by such Subcontractor, materialman or laborer. If any such right, claim or lien remains unsatisfied after all payments are made.The Contractor shall refund to the Owner all monies that the latter may be compelled to pay to discharging such right, claim or lien,including all costs and reasonable attorney's fees. The Contractor may then request final payment. The acceptance of final payment shall constitute a waiver of all claims by the Contractor except those previously made in writing and still unsettled. The Contractors one-year warranty will commence upon final acceptance of the Project by the City of Fort Worth. m The designated representative of the City Council of the City of Fort Worth will make final acceptance and no other form of acceptance will be binding upon the Owner. Final payment and release of the retainage amount will become due within fifteen days following acceptance. 1-11 FINAL PAYMENT FOR UN-BONDED PROJECTS. Final payment will not be made for a period of 30 calendar days and until all requirements have been met,with the exception of Consent of Surety for Final Payment. SECTION J r� PROTECTION OF PERSONS AND PROPERTY J-1 SAFETY PRECAUTIONS AND PROGRAMS The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work.The Contractor shall designate a responsible member ® of his organization at the site whose duty shall be the prevention of accidents. This person shall be the Contractor's superintendent unless otherwise designated in writing by the Contractor to the Architect. J-2 SAFETY OF PERSONS AND PROPERTY. The Contractor shall take all reasonable precautions for the safety of, and shall provide all reasonable protection to prevent damage,injury or loss to: ow (1) All employees on the Work and all other persons who may be affected thereby; (2) All the Work and all materials and equipment to be incorporated therein, whether in storage on or-off the site, under the care, 100M custody or control of the Contractor or any of his Subcontractors or Sub-contractors;and (3) Other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction. 'ON& Until acceptance of the Work, it shall be under the charge and care of the Contractor, and he shall take every precaution against injury or damage to the Work by the action of the elements or from any other cause whatsoever,whether arising from the execution or from the non-execution of the Work. The Contractor shall rebuild, repair, restore and make good, at his own expense, all injuries or damages to any portion of the Work occasioned by any of the above,caused before its completion and acceptance. The Contractor shall comply with all applicable Laws, Ordinances, Rules, Regulations and Orders of any public authority having jurisdiction for the safety of persons or property or to protect them from damage, injury or loss. He shall erect and maintain, as required by existing conditions and progress of the Work, all reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent utilities. When the use or storage of explosives or other hazardous materials or equipment is necessary for the execution of the Work, the Contractor shall exercise the utmost care and shall carry on such activities under the supervision of properly qualified personnel. All damage or loss to any property referred to in the preceding paragraphs caused in whole or in part by the Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable, shall be remedied by the Contractor,including damage or loss attributable to faulty Drawings or Specifications and acts or omissions r. of the Architect or anyone employed by him or for whose acts he may be liable, and not attributable to the fault or negligence of the Contractor or anyone claiming through the Contractor for such damage or loss. '' Page 17 General Conditions for Facility Construction Lump Sum Contract, City of Fort Worth 2-16-05 rr* The Contractor shall not load or permit any part of the Work to be loaded so as to endanger its safety. r�. J-3 HARD HATS. Hard Hats will be required at all construction sites included in this Contract from start to completion of work. Each Contractor, employee and visitor at any construction site included in the Contract will be required to wear a hard hat. The Contractor shall enforce the wearing of hard hats by Contractor, employees and visitors.Contractor shall provide ten hard hats for use by the consulting Architects and Engineers and visitors. J-4 EMERGENCIES. In any emergency affecting the safety of persons or property, the Contractor shall act at his discretion to prevent threatened damage, injury or loss. Any additional compensation or extension of time claimed by the Contractor on account of emergency work shall be determined as provided in Changes in the Work. OIL J-5 SAFE WORK PRACTICES. The Contractor shall employ safe practices in handling materials and equipment used in performing required work so as to insure the safety of his workmen,City employees and the public. The Contractor shall keep the premise free at all times from accumulation of waste materials or rubbish. At the completion of the work, the Contractor shall remove all his wastes and rubbish from and about the work area, as well as his tools, equipment and surplus materials and shall om leave the area as clean and free of spot,stains,etc., as before the work was undertaken. J-6 TRENCH SAFETY The Contractor shall be responsible for all design and implementation of trench shoring and stabilization to meet regulatory requirements. If the Proposal requires,the Contractor shall include a per unit cost for trench safety measures in his bid. If not included in the Proposal,the Contractor shall include a cost for trench safety measures for all trenches ON over 5 feet in depth in his Schedule of Values. SECTION K-INSURANCE K-1 Insurance Required. The Contractor shall not commence work under this Contract until he has obtained all insurance required under this Section and such insurance has been approved by the City of Fort Worth, nor shall the Contractor allow any Subcontractor to commence work to be performed under this Contract until all similar insurance of the Subcontractor has been so obtained and approved. The City of Fort Worth will be listed as an "additional insured" on all policies except Worker's Compensation. K-2 Workers'Compensation Insurance: •" 1) General a) Contractor's Worker's Compensation Insurance. Contractor agrees to provide to the Owner(City) a certificate showing that it has obtained a policy of workers compensation insurance covering each of its employees employed on the project ,s in compliance with state law. No Notice to Proceed will be issued until the Contractor has complied with this section. b) Subcontractor's Worker's Compensation Insurance. Contractor agrees to require each and every subcontractor who will perform work on the project to provide to it a certificate from such subcontractor stating that the subcontractor has a policy of workers compensation insurance covering each employee employed on the project. Contractor will not permit any subcontractor to perform work on the project until such certificate has been acquired. Contractor shall provide a copy of all such certificates to the Owner(City). c) By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the City that all employees of the contractor who will provide services on the project will be covered by worker's M. compensation coverage for the duration of the project,that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self-insured, with the Texas Worker's Compensation Commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the contractor to administrative penalties, criminal penalties, civil penalties or other civil actions. d) The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the City to declare the contract void if the contractor does not remedy the breach within ten days after receipt of notice of breach from the City. 2) Definitions: a) Certificate of coverage("certificate"). A copy of a certificate of insurance,a certificate of authority to self-insure issued by the Texas Workers' Compensation Commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC- 84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project,for the duration of the project. b) Duration of the Project. Includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the City. c) Persons providing services on the project ("subcontractor" in section 406.096)-includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner-operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services"include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other Page 18 General Conditions for Facility Construction Lump Sum Contract,City of Fort Worth 2-16-05 services related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors,office supply deliveries, and delivery of portable toilets. an 3) Requirements a) The contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services of the project,for the duration of the project. b) The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. c) If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project,the s contractor must, prior to the end of the coverage period, file a new certificate of coverage with the City showing that coverage has been extended. d) The contractor shall obtain from each person providing services on a project,and provide to the City: i) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project;and ii) 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. e) The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. f) The contractor shall notify the City in writing by certified mail or personal delivery,within ten(10)days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing �• services on the project. g) The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. h) The contractor shall contractually require each person with whom it contracts to provide services on a project,to: i) provide coverage, based on proper reporting on the classification codes and payroll amounts and filing of any coverage agreements,which meets the statutory requirements of Texas labor Code, Section 401.011(44)for all of its r employees providing services on the project,for the duration of the project; ii) provide to the contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; iii) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; iv) obtain from each other person with whom it contracts,and provide to the contractor: r. (1) a certificate of coverage,prior to the other person beginning work on the project;and (2) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; v) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. vi) notify the City in writing by certified mail or personal delivery, within ten (10)days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project;and vii) contractually require each person with whom it contracts, to perform as required by paragraphs h-i)-vii), with the certificates of coverage to be provided to the person for whom they are providing services. rw 4) Posting of Required Workers Compensation Coverage. a) The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage.This notice does not satisfy other posting requirements imposed by the Texas Workers Compensation Act or other Texas Workers Compensation Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19-point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text,without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE The law requires that each person working on this site or providing services related to this construction project must be covered by workers compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee". Page 19 General Conditions for Facility Construction Lump Sum Contract,City of Fort Worth 2-16-05 ,r Call the Texas Workers Compensation Commission at 512-440-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employers failure to provide coverage." K-3 LIABILITY INSURANCE. The Contractor shall procure and maintain during the term of this Contract such Liability Insurance as shall protect him,the City of Fort Worth and any Subcontractor performing work covered by this Contract, from claims of damage which may arise from operations under this Contract, including blasting, when blasting is done on, or in connection with the Work of the Project,whether such operations be by himself or by any Subcontractor or by anyone directly or indirectly employed by either of them and the limits of such insurance shall be not less than the following: 1) WORKER'S COMPENSATION INSURANCE Statutory limits • Employer's liability • $100,000 disease—per each employee • $500,000 disease—policy limit • $100,000 each occurrence 2) COMMERCIAL GENERAL LIABILITY INSURANCE The Contractor shall procure and shall maintain during the life of this contract, commercial liability insurance coverage to cover *. bodily injury,death, and property damage at the following limits: $1,000,000 each occurrence and $2,000,000 aggregate limit. • The insurance shall be provided on a project specific basis and shall be endorsed accordingly. • The insurance shall include, but not be limited to, contingent liability for independent contractors, XCU coverage, and contractual liability. 3) BUSINESS AUTOMOBILE LIABILITY • $1,000,000 each accident on a combined single limit or 0 $250,000 property damage and$500,000 bodily injury per occurrence The policy shall cover"any auto"used in the course of the project. "Any auto"is defined as autos owned, hired and non-owned. K-4 BUILDER'S RISK INSURANCE. Unless stated otherwise in the Proposal or Invitation, the Contractor shall procure,pay for and maintain at all times during the term of this Contract, Builders Risk Insurance against the perils of fire, lightning, windstorm, hurricane, hail, not, explosion, civic commotion,smoke,aircraft, land vehicles,vandalism, and malicious mischief, at a limit equal to 100%of the Contract Sum. The policy shall include coverage for materials and supplies while in transit and while being stored on or off site. If specifically required in the Instructions to Bidders, the policy shall include coverage for flood and earthquake. Different sub-limits for these coverages must be approved by the City. Consequential damage due to faulty workmanship and/or design performed by the Contractor or his agents shall be covered. Upon completion of the Work,the Contractor shall notify the City of Fort Worth in writing before terminating this insurance. GAL K-5 PROOF OF CARRIAGE OF INSURANCE. The Contractor shall provide a certificate of insurance documenting the Transportation and Public Works Department,City of Fort Worth as a"Certificate Holder",and noting the specific project(s)covered by the Contractors insurance as documented on the certificate of insurance. More than one certificate may be required of the Contractor depending upon the agents an/or insurers for the Contractors insurance coverages specified for the project(s). dw K-6 OTHER INSURANCE RELATED REQUIREMENTS. 1) The City of Fort Worth shall be an additional insured,by endorsement,on all applicable insurance policies. OR 2) Applicable insurance policies shall each be endorsed with a waiver of subrogation in favor of the City of Fort Worth. 3) Insurers of policies maintained by Contractor and its subcontractor(s), if applicable, shall be authorized to do business in the State of Texas, or otherwise approved by the City of Fort Worth,and such shall be acceptable to the City of Fort Worth insofar +� as their financial strength and solvency are concerned. Any company through which the insurance is placed must have a rating of at least A:VII, as stated in current edition of A. M. Best's Key Rating Guide. At the City's sole discretion, a less favorable rate may be accepted by the City. 4) Deductible limits on insurance policies and/or self insured retentions exceeding $10,000 require approval of the City of Fort Worth as respects this Contract. Page 20 General Conditions for Facility Construction Lump Sum Contract,City of Fort Worth 2-16-05 00 5) The City of Fort Worth shall be notified in writing a minimum of thirty days prior to an insurer's action in the event of cancellation, non-renewal or material change in coverage regarding any policy providing insurance coverage required in this ,,r. Contract. 6) Full limits of insurance shall be available for claims arising out of this Contract with the City of Fort Worth. .rr 7) The Contractor shall provide certificates of insurance to the City prior to commencement of operations pursuant to this Contract. Any failure on part of the City of Fort Worth to request such documentation shall not be construed as a waiver of insurance requirements specified herein. 8) The City of Fort Worth shall be entitled, upon request and without incurring expense,to review the insurance policies including endorsements thereto and,at its discretion,to require proof of payment for policy premiums. 9) The City of Fort Worth shall not be responsible for paying the cost of insurance coverages required herein. 10) Notice of any actual or potential claim and/or litigation that would affect insurance coverages required herein shall be provided to the City in a timely manner. 11) "Other insurance"as referenced in any policy of insurance providing coverages required herein shall not apply to any insurance policy or program maintained by the City of Fort Worth. 12) Contractor shall agree to either require its subcontractors to maintain the same insurance coverages and limits thereof as specified herein or the Contractor shall provide such coverage on the Contractor's subcontractors. w. SECTION L CHANGES IN THE WORK L-1 CHANGE ORDER. The Owner, without invalidating the Contract, may order Changes in the Work within the general scope of the Contract consisting of additions, deletions or other revisions,the Contract Sum and the Contract Time being adjusted accordingly. All Such Changes in the Work shall be authorized by Change Order, and shall be executed under the applicable conditions of the Contract Documents. A Change Order is a written order to the Contractor signed by the Contractor, Owner and the Architect,issued after the execution of +� the Contract,authorizing a Change in the Work or adjustment in the Contract Sum or the Contract Time.The Contract Sum and the Contract Time may be changed only by Change Order. Any changes in work required due to changed or unforeseen conditions, or by request of either the Contractor or the City,shall be coordinated with the Director, Department of Transportation and Public Works. A change order must be written and duly negotiated and executed prior to performing changed work. The cost or credit to the Owner resulting from a Change in the work shall be determined in one or more of the following ways: 1) by mutual acceptance of a lump sum properly itemized, including the allowance to Contractor for overhead and profit stipulated in the original contract proposal; 2) by unit prices stated in the Contract Documents or subsequently agreed upon;or M* 3) by cost and a mutually acceptable fixed or percentage fee. If none of the methods set forth herein above is agreed upon, the Contractor, provided he receives a Change Order,shall promptly proceed with the Work involved. The cost of such work shall then be determined on the basis of the Contractor's reasonable expenditures and savings, including a reasonable allowance for overhead and profit as indicted in the original contract proposal. In such cases, the Contractor shall keep and present, in such form as the Architect shall prescribe, an itemized accounting together with appropriate supporting data. Pending final determination of cost to the Owner, payments on account shall be made on the Architect's Certificate of Payment as approved by the Owner. If after the contract has been executed,the Architect,requests a price proposal from the Contractor for a proposed change in scope of the work,Contractor shall process such proposal within seven days of receipt and return the price quote to the Architect in writing. The Architect shall review the price quotation and if approval is recommended, forward the proposed change order request and price proposal to the Owner for approval. If the Architect will attempt to negotiate with Contractor to revise the proposal to a figure which is fair and reasonable and forward it on to the Owner for approval. If the negotiations do not result in an equitable solution,the Architect shall prepare a cost-plus type Change Order with a price-not-to-exceed figure for approval by the City and require specific documentation to be provided by Contractor in accordance with the paragraph above. Contractor is advised that according to City of Fort Worth Charter,that,the City Council must approve all Change Orders and Work Orders which results in an increase in cost of the contract amount by over$25,000. Normal processing time for the City Staff to obtain City Council approval, once the recommended change order has been received at the City, is approximately thirty days. Owner, and Contractor shall endeavor to identify Change Order items as early in the Construction process as possible to minimize nr their impact on the construction schedule. Page 21 General Conditions for Facility Construction Lump Sum Contract, City of Fort Worth 2-16-05 t� 00 If unit prices are stated in the Contract Documents or subsequently agreed upon,and if the quantities originally contemplated are so changed in a proposed Change Order that application of the agreed unit prices to the quantities of Work proposed will create a hardship on the Owner or the Contractor,the applicable unit prices shall be equitably adjusted to prevent such hardship. If the Contractor claims that additional cost or time is involved because of (1) any written interpretation, (2) any order by the Architect or Owner to stop the Work,where the Contract was not at fault,or(3)any written order for a minor change in the Work,the Contractor shall make such claim. L-2 CLAIMS FOR ADDITIONAL COST OR TIME. If the Contractor wishes to make a claim for an increase in the Contract Sum or an extension in the Contract Time, he shall give the Architect written notice thereof within a reasonable time after the occurrence of the event that gave rise to such claim. This notice shall be given by the Contractor before proceeding to execute the �* Work, except in an emergency endangering life or property in which case the Contractor shall proceed in. No such claim shall be valid unless so made.Any change in the Contract Sum or Contract Time resulting from such claim, if approved by the Owner,shall be authorized by Change Order. L-3 OVERHEAD ALLOWANCES FOR CHANGES: Should any change in the work or extra work be ordered, the following applicable percentage shall be added to Material and Labor costs to cover overhead and profit: 1. Allowance to the Contractor for overhead and profit for extra work performed by the Contractor's own forces shall not exceed fifteen percent 2. Allowance to the Contractor for overhead and profit for extra work performed by a Subcontractor and supervised by the Contractor shall not exceed ten percent LIQn. L-4 MINOR CHANGES IN THE WORK. The Architect shall have authority to order minor changes in the Work not involving an adjustment in the Contract Sum or an extension of the Contract Time and not inconsistent with the intent of the Contract Documents. Such changes may be effected by Field Order or by other written order. Such changes shall be confirmed in writing by the Architect and shall be binding on the Owner and the Contractor. L-5 FIELD ORDERS. The Architect may issue written Field Orders which interpret the Contract Documents, or which order minor changes in the Work without change in Contract Sum or Contract Time. The Contractor shall carry out such Field Orders promptly. .rw SECTION M UNCOVERING AND CORRECTION OF WORK M-1 UNCOVERING OF WORK. If any Work should be covered contrary to the request of the Owner, it must be uncovered for .r observation and replaced,at the Contractor's expense. If any other work has been covered which the Owner has not specifically requested to observe prior to being covered, the Architect or the Owner may request to see such work and it shall be uncovered by the Contractor. If such Work be found in accordance with the Plans and Specifications,the cost of uncovering and replacement shall,by appropriate Change Order,be charged to the Owner. 7" If such work be found not in accordance with the Plans and Specifications, the Contractor shall pay such costs unless it be found that this condition was caused by a separate contractor employed by the Owner. M-2 CORRECTION OF WORK. The Contractor shall promptly correct all work rejected by the Owner as defective or as failing ,. to conform to the Plans and Specifications whether observed before or after Substantial Completion and whether or not fabricated, installed or completed. The Contractor shall bear all costs of correcting such rejected Work, including the cost of the Architect's additional service thereby made necessary. low If,within one year after the Date of Substantial Completion or within such longer period of time as may be prescribed by law or by the terms of any applicable special guarantee required by the Contract Documents,any of the work is found to be defective or not in accordance with the Contract Documents,the Contractor shall correct it promptly after receipt of a written notice from the Owner to do so, unless the Owner has previously given the Contractor a written acceptance of such condition, describing same specifically and not generally.The Owner shall give such notice promptly after discovery of the condition. 1� All such defective or non-conforming work under the preceding paragraphs shall be removed from the site where necessary,and the work shall be corrected to comply with the Contract Documents without cost to the Owner. The Contractor shall bear the cost of making good all work of separate contractors destroyed or damaged by such removal or correction. If the Contractor does not remove such defective or non-conforming work within a reasonable time fixed by written notice from the the Owner, the Owner may remove it and may store the materials or equipment at the expense of the Contractor. If the Contractor does not pay the cost of such removal and storage within ten days thereafter, the Owner may upon ten additional days'written notice sell such work at auction or at private sale and shall account for the net proceeds thereof, after deducting all the costs that should have been borne by the Contractor including compensation for additional architectural services. If such proceeds of sale do not cover all costs that the Contractor should have borne, the difference shall be charged to the Contractor and an appropriate Change Order shall be issued. If the payments then or thereafter due the Contractor are not sufficient to cover such amount, the Contractor shall pay the difference to the Owner. Page 22 General Conditions for Facility Construction Lump Sum Contract,City of Fort Worth 2-16-05 If the Contractor fails to correct such defective or non-conforming work,the Owner may correct it in accordance with Section G. The obligation of the Contractor under this Section shall be in addition to and not in limitation of any obligations imposed upon him by special guarantees required by the Contract Documents or otherwise prescribed by law. M-3 ACCEPTANCE OF DEFECTIVE OR NON-CONFORMING WORK. If the Owner prefers to accept defective or non- conforming work, he may do so instead of requiring its removal and correction, in which case a Change Order will be issued to reflect an appropriate reduction in the Contract Sum, or, if the amount is determined after final payment, it shall be paid by the Contractor. SECTION N TERMINATION OF THE CONTRACT N-1 TERMINATION BY THE CONTRACTOR. If the work is stopped for a period of 30 days under an order or any court or other public authority having jurisdiction,through no act or fault of the Contractor or a Subcontractor or their agents or employees or any other persons performing any of the work under a contract with the Contractor, or if the work should be stopped for a period of 30 days by the Contractor for the Owner's failure to make payment thereon as provided in Section I,then the Contractor may after the end of such period of 30 days and upon seven additional days'written notice to the Owner,terminate the Contract. N-2 TERMINATION BY THE OWNER. If the contractor is adjudged as bankrupt, or if he makes a general assignment for the benefit of his creditors, or if a receiver is appointed on account of his insolvency, of if the Contractor refuses, except in cases for /1 which extension of time is provided, to supply enough properly skilled workmen or proper materials, or if he fails to make prompt payment to Subcontractors or for materials or labor, or fails to comply with al Laws, Statutes, Charter, Ordinances, Regulations or Orders of any public authority having jurisdiction, or otherwise is guilty of a substantial violation of a provision of the Contract Documents, then the Owner, on its own initiative that sufficient cause exists to justify such action, may, without prejudice to any rights or remedy and after giving the Contractor and his surety, if any, seven (7) days' written notice,terminate the employment of the Contractor and take possession of the site and of all materials,equipment,tools, construction equipment and machinery thereon owned by the Contractor and may finish the work by whatever method he may deem expedient. In such case the Contractor shall not be entitled to receive any further payment until the Work is finished. If the costs of finishing the Work, including compensation for the Architect's additional services., exceed the unpaid balance of the Contract,the Contractor shall pay the difference to the Owner. The City of Fort Worth may terminate this contract in whole, or from time to time, in part,whenever such termination is in the best interest of the City. Termination will be effected by delivering to the Contractor a notice of termination specifying to what extent performance of the work of the contract is being terminated and the effective date of termination. After receipt of termination the contractor shall: y� a) Stop work under the Contract on the date and to the extent specified on the notice of termination. i b) Place no further orders or subcontracts except as may be necessary for the completion of the work not terminated. c) Terminate all orders and subcontracts to the extent that they relate to the performance of the work terminated by the notice of termination. After termination as above, the City will pay the contractor a proportionate part of the contract price based on the work completed; provided, however, that the amount of payment on termination shall not exceed the total contract price as reduced by the portion thereof allocatable to the work not completed and further reduced by the amount of payments, if, any otherwise made. Contractor shall submit its claim for amounts due after termination as provided in this paragraph within 30 days after receipt of such claim. In the event of any dispute or controversy as to the propriety or allowability of all or any portion of such claim under this paragraph, such dispute or controversy shall be resolved and be decided by the City Council of the City of Fort Worth, and the decision by the lCity Council of the City of Fort Worth shall be final and binding upon all parties to this contract SECTION O SIGNS The Contractor shall construct and install the project designation sign as required in the Contract Documents and in strict j accordance with the Specifications for"Project Designation Signs."This sign shall be a part of this Contract and shall be included in the Contractor's Base Bid for the Project. SECTION P TEMPORARY FACILITIES P-1 SCOPE. The Contractor shall furnish, erect, and maintain facilities and perform temporary work required in the performance of this Contract,including those shown and specified. P-2 USE OF TEMPORARY FACILITIES. All temporary facilities shall be made available for use by all workmen and subcontractors employed on the project, subject to reasonable directions by the Contractor as to their proper and most efficient utilization. O' Page 23 General Conditions for Facility Construction Lump Sum Contract,City of Fort Worth 2-16-05 r P-3 MAINTENANCE AND REMOVAL. The Contractor shall maintain temporary facilities in a proper, safe operating and sanitary condition for the duration of the Contract. Upon completion of the Contract, all such temporary work and facilities shall be �. removed from the premises and disposed of unless otherwise directed or specified hereunder. P-4 FIELD OFFICES AND SHED. r� The Contractor is not required to provide a temporary field office or telephone for projects under$1,000,000. Contractor shall equip the Project Superintendent with a pager and/or cell phone and provide 24-hour contacts to the City. The Contractor shall provide a temporary field office building for himself, his subcontractors and use by the Architect.The Contractor shall provide a separate field office for the City's field representative (but the separate office may be in the same structure). The buildings shall afford protection against the weather, and each office shall have a lockable door, at least one window, adequate electrical outlets and lighting, and a shelf large enough to accommodate perusal of the project drawings. Openings shall have suitable locks.Field offices shall be maintained for the full time during the operation of the work of the Contract. During cold weather months, the field offices shall be suitably insulated and equipped with a heating device to maintain 70 degree Fahrenheit temperature during the workday. During warm weather the offices shall be equipped with an air conditioning device to maintain temperature below 75 degrees F. Upon completion of the work of the Contract, the Contractor shall remove the building from the premises. In addition to the drawing shelf,provide for the City field representatives office:one deck,four chairs, plan rack and a four drawer filing cabinet(with lock). Each office shall contain not less than 120 square feet of floor space. The Contractor shall provide and maintain storage sheds,other temporary buildings or trailers on the project site as required for his use.Location of sheds and trailers shall be as approved by the Owner. Remove sheds when work is completed,or as directed. P-5 TELEPHONE. The Contractor shall provide and pay for telephone installation and service to the field offices described + above.Service shall be maintained for the duration of operations under this contract.The Contractor shall provide for and pay for an automatic telephone-answering device at the site office for the duration of the project. P-6 TOILET FACILITIES. 'rhe Contractor shall provide proper, sanitary and adequate toilet facilities for the use of all M, workmen and subcontractors employed on the project. P-7 UTILITIES. Contractor shall make all necessary arrangements and provide for temporary water and electricity required during the construction. Contractor shall provide and install temporary utility meters during the contract construction period. These meters will be read and the Contractor will be billed on this actual use.The Contractor shall provide all labor and materials required to tap into the utilities.The Contractor shall make the connections and extend the service lines to the construction area for use of all trades. Upon completion of the work all utility lines shall be removed and repairs made to the existing lines. Only utilities at existing voltages,pressures,frequencies,etc.will be available to the Contractor. Water. Provide an ample supply of potable water for all purposes of construction at a point convenient to the project or as shown on the Drawings. Pipe water from the source of supply to all points where water will be required. Provide sufficient hose to carry water to every required part of the construction and allow the use of water facilities to subcontractors engaged on the work. Provide pumps,tanks and compressors as may be required to produce required pressures. r" Electric Service. Provide adequate electric service for power and lighting to all points where required. Temporary, electric service shall be of sufficient capacity and characteristics to supply proper current for various types of construction tools, motors, welding machines, lights, heating plant,air conditioning system,pumps, and other work required. Provide sufficient number of electric outlets so that 50 foot long extension cords will reach all work requiring light or power. s Lighting. Supply and maintain temporary lighting so that work of all trades may be properly and safely performed,in such areas and at such time that day-lighting is inadequate. Provide at least 0.75 watts of incandescent lighting per squgr4e foot and maintain a socket voltage of at least 110 volts. Use at least 100 watt lamps. In any event, the lighting intensity shall not be less than 5 foot fok candles in the vicinity of work and traffic areas. P-8 HEATING. Heating devices required under this paragraph shall not be electric. The Contractor shall provide heat, ventilation, fuel and services as required to protect all work and materials and to keep the humidity down to the extent required to prevent corrosion of any metal and to prevent dampness or mildew which is potentially damaging to materials and finishes.All such am heating,ventilation and services shall be provided and maintained until final acceptance of all work. In addition,the Contractor shall provide heat ventilation prior and during the following work operations as follows: a) At all times during the placing, setting and curing of concrete provide sufficient heat to insure the heating of the spaces ,.. involved to not less than 40 F. b) From the beginning of the application of drywall and during the setting and curing period, provide sufficient heat to produce a temperature in the spaces involved of not less than 55 F. c) For a period of seven (7)days previous to the placing of interior finish materials and throughout the placing of finish painting, decorating and laying of resilient flooring materials,provide sufficient heat to produce a temperature of not less than 60 F. P-9 TEMPORARY CONSTRUCTION, EQUIPMENT AND PROTECTION Page 24 General Conditions for Facility Construction Lump Sum Contract,City of Fort Worth 2-16-05 The Contractor shall provide, maintain and remove upon completion of the work all temporary rigging, scaffolding, hoisting equipment, rubbish chutes, ladders to roof, barricades around openings, and all other temporary work as required to complete all work of the Contract.Contractor shall coordinate the use and furnishing of scaffolds with his sub-contractors. The Contractor shall provide, maintain, and remove upon completion of the work, or sooner, if authorized by the Owner, all fences, barricades, lights, shoring, pedestrian walkways, temporary fire escapes, and other protective structures or devices necessary for the safety of workmen,City employees,equipment,the public and property. All temporary construction and equipment shall conform to all regulations, ordinances, laws and other requirements of the authorities having jurisdiction,including insurance companies,with regards to safety precautions,operation and fire hazard. The Contractor shall provide and maintain pumping facilities, including power, for keeping the site, all times, whether from underground seepage,rainfall,drainage of broken lines. The Contractor shall maintain provision for closing and locking the building at such time as possible to do so. If this is not feasible, maintain a night The Contractor shall provide and maintain all barricades or enclosures, required to protect the work in progress from outside elements, dusts, and other disturbances as a result of work under this Contract. Such protection shall be positive, shall meet the approval of the Owner and shall be maintained for the duration of the construction period or as required to provide for the protection as specified. P-10 PROJECT BULLETIN BOARD. The Contractor shall furnish, install and maintain during the life of the project a weather- tight bulletin board approximately 3 feet high by 5 feet wide having not less than two hinged or sliding glass doors with provisions for locking.The bulletin board shall be mounted where and as approved by the Owner, in a prominent place accessible to employees of the Contractor and sub-contractors,and to applicants for employment.The bulletin board shall remain the property of the Contractor and shall be removed by him upon completion of the Contract work.The following information which will be furnished by the City to the Contractor, shall be posted on the bulletin board and shall be maintained by the Contractor in easily readable condition at all times for the duration of the Contract. a. The Equal Opportunity Poster and Notice Nondiscrimination of Employment(Standard Form 38). b. Wage Rate Information Poster (Form SOL 155), with the Contract Schedule of minimum wage rates as required by the Davis-Bacon Act. C. Safety Posters. SECTION Q VENUE Should any action arise out of the terms and conditions of this contract,venue for said action shall lie in Tarrant County,Texas. lr` Page 25 I� General Conditions for Facility Construction Lump Sum Contract,City of FortWorth 2-16-05 h Lt7 O W r� 0. W d d w Z a F ` F > � W a C M O E .. u = y u z W W 7 W .- s � K W 'u mow. W zdFi nF U i D 0y F L d F a °W a + G VU A. FyW o". ..7 cn d o e o ay � UuEi 14 d u d W F G fr7 C� U Q m o w Q W 96 a —J _T ? z �" � a•�oo°W Q E q Oa+ + a '� 3Qap k' a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o e o o e o e e e o 0 0 w a oo M o ao 0 o n .n n �n N er M o U o p 7 •!. N U= o L w d y ^ O L .Wi al C � aG1 aG1 � W CGi aGl 6G1 6G1 aG1 I� Q(j W .L L. L. ea 'z O .Wi y O •� O .y O •� O d O Qh E L m a.O °C' , 0 li 0 � 3 U � � N (/� O �,: •. 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CID V1 V7 (n &n 0 to C/) V] c C8 d E•�1 V C A 7 z M° v () n O vi c ao 0 o N t � o r -T U a u 4 �s 1300 West Detroit St. Broken Arrow,OK 74012 cs-,c. 918-251-8000 FAX 918-251-4977 800.351-1858 www.aircieanirigtech.com �ry aireleadng TECHNOLOGIES STATEMENT OF WARRANTY PlymoVent and Air Cleaning Technologies,Inc. provide the following warranty for parts and labor to the City of Fort Worth Fire Department Stations#1, #2,#3,#4,#5,#6,#7, #9,# 10,#11,# 12,#13,#14,#15, #16,# 17,#18,#19,#20,#21, #21,#22,#23,#24,#25,#26,#27,#28,#29,#30,#31,#32,#33,#35, #36,#37,#40,#44 and Fleet Maintenance Facility Vehicle Emissions Exhaust Systems. fW All PlymoVent products are warranted by the PlymoVent Corporation of 375 Raritan Center Parkway, Edison, New Jersey 08837; Phone # 732417-0808, against manufacturer defects for a period of one (1) year from the date of substantial completion. O"' PlymoVent and Air Cleaning Technologies, Inc. at their own discretion will repair or replace any or all defective parts including labor to allow system to operate in accordance with design specifications. This warranty does not include damage to system or any parts due to misuse,misapplication and/or abuse of entire system MONTY D.DUNCAN,CORPORATE SECRETARY AIR CLEANING TECHNOLOGIES,INC. 1300 WEST DETROIT BROKEN ARROW,OKLAHOMA 74012 800-351-1858 s +Nr n. r va 2000 .• BUILDING & CONSTRUCTION TRADES STANDARD WAGE RATE FOR TARRANT COUNTY CLASSIFICATION HOURLY RATE STEEL WORKER STRUCTURAL HELPER 7.91 WELDER 14.87 AIR CONDITIONING MECHANIC . $15.96 WELDER HELPER 9.67 AIR CONDITIONNG MECHANIC HELPER 8.81 ACOUSTIC CEILING INSTALLER 13.82 HEAVY EQUIPMENT OPERATORS ACOUSTIC CEILING INSTALLER HELPER 9.79 BRICKLAYER/STONE MASON 13.25 EQUIPMENT OPERATORS 14.66 BRICKLAYERISTONE MASON HELPER 9.86 CONCRETE PUMP OPERATORS 13.30 CARPENTER 13.00 CARPENTER HELPER 9.34 CRANE,CLAMSHELL,BACKHOE, CONCRETE FINISHER 12.00 DERRICK,D'LNE SHO 13.03 CONCRETE FINISHER HELPER 9.44 CONCRETE FORM BUILDER 11.59 FORKLIFT OPERATOR 10.34 CONCRETE FORM BUILDER HELPER 8.87 FOUNDATION DRILL OPERATOR 1.1.66 DRYWALL TAPER 11.87 FRONT END LOADER OPERATOR 11.60 DRYWALL TAPER HELPER 8.25 TRUCK DRIVER 9.80 ELECTRICIAN JOURNEYMAN 16.29 ELECTRICIAN HELPER 10.20 ELECTRONIC TECHNICIAN 12.86 ELECTRONIC TECHNICIAN HELPER 12.67 FLOOR LAYER(CARPET) 13.58 FLOOR LAYER(RESILIENT) 14.48 FLOOR LAYER HELPER 8.56 GLAZIER 13.66 GLAZIER HELPER 9.26 NSULATOR 15.89 .r INSULATOR HELPER 9.46 LABORER COMMON 7.82 LABORER SKILLED 9.66 LATHER 15.80 �. LATHER HELPER 11.75 METAL BUILDNG ASSEMBLER 13.34 METAL BUILDING ASSEMBLER HELPER 7.85 PAINTER 11.93 w• PAINTER HELPER 8.30 PIPEFITTER 14.33 PIPEFITTER HELPER 10.93 CLASSIFICATION HOURLY RATE PLASTERER 13.29 PLASTERER HELPER 8.63 PLUMBER 16.26 PLUMBER HELPER 9.39 REINFORCING STEEL SETTER 11.88 REINFORCING STEEL HELPER 9.18 ROOFER 13.17 ROOFER HELPER 7.82 SHEET METAL WORKER 15.87 SHEET METAL WORKER HELPER 9.29 SHEETROCK HANUER 12.70 SHEETROCK HANGER HELPER 9.71 SPRINKLER SYSTEM INSTALLER 16.93 SPRINKLER SYSTEM INSTALLER HELPER 7.81 STEEL WORKER STRUCTURAL 14.66 FoFTWOFTH TEXAS CERTIFICATE OF EXEMPTION I claim an exemption from payment of sales and use taxes for the purchase of taxable items described below or on the attached order or invoice. Description of Items(or an attached order or invoice) To be Purchased: All Items I claim this exemption for the following reason: Name of exemption organization: City of Fort Worth Texas Sales and Use Tax Permit#1-75-6000528-6 I understand that I will be liable for payment of sales tax which may become due for failure to comply with the provision of the states,city and or metropolitan transit authority sales and use tax laws and comptroller rules regarding exempt purchases. Liability for the tar will be determine by the price paid for the taxable items purchased or the falr market rental value for the period of time use. I understand that it is a misdemeanor to give an exemption certTicate to the seller taxable items which I know,at the time of purchase,will be used in a manner other than that expensed In this certificate and upon conviction,may be fined up to$500 per offense. Municipalities are granted tax exempt status per the Texas Constitution,ART 8,Section 1. Purchasers: City of Fort Worth S et ddress: 1 O Throcla ort2n �i Sample, or inalbto be provided Si natraO - Date: Phone: Fax: This certificate does not require a number to be valid. Sales and use tax"exemption numbers"or "tax exempt"numbers do not exist. This certificate should be furnished to the supplier. Do not send the completed certificate to the Comptroller of Publlc Accounts. FINANCE DEPARTMENT PURCHASING DIVISION THE CITY OF FORT WORTH * 1000 THROCKMORTON STREET * FORT WORTH, TEXAS 76102 (817) 871-8360 * FAx (817) 871-8440 0 Printed on recycled REQUEST FOR PROPOSAL FOR DIESEL EXHAUST RFMfOVAF SYSTEM FOR THE CITY OF FORT WORTH FIRE DEPARTMENT FIRE MODE OF PLAN VIEW PLYMOVENT FANS UL LISTED TURNKEY STATION OPERATION EQUIPMENT CONTROL PROJECT ASSEMBLIES BOXES COST * NUMBER DRIVE- BACK-IN INITIAL DESIGN # SLIDING BALANCER TRACKS, SETA 17VCLUSIYIEOF THRU tl OF FUTURE STRAIGHT RAIL ASSEMBLIES, STRA BONDS ADDRESS DROPS DROPS VERTICAL STACK RADS, VSRA PR I X 3 3 (1) PLYMOVENT 20' i 7.5 P 7OS3- $27,770.00 Vertical Stack Rail, Phase 120 North Pecan VSRA-201-B Upblast 240V/I PH (1) PLYMOVENT 20' 67007U Sliding Balancer Track, SBTA-21-B (1) PLYMOVENT 30' Sliding Balancer Track, SBTA-31-B 4w 2 X 7 7 (4) PLYMOVENT 30' 10 HP OS3- Sliding Balancer Tracks, 3 Phase 706047 $43796.00 t000Cherry SBTA-31-B Upblast 208V/3PH ' ow (3) PLYMOVENT 20' 67011U Sliding Balancer Tracks, SBTA-21-B 'INVESTIGATOR'S (1) PLYMOVENT 20' 1 HP OS3- $14,342.00 f" BAY X 1 1 Sliding Balancer Track, 3 Phase 706033 'SEPARATE EXHAUST SYSTEM SBTA-21-B Upblast 240V/3 PH 67002U so 3 X 2 2 PLYMOVENT 20' 5 HP OS3- Vertical Stack Rail, 1 Phase 706039 S 22,325.00 4700 Ramey VSRA-201-B Upblast 240V/1 PH (1) PLYMOVENT 30' 67005U s Sliding Balancer Track, SBTA-31-B 4 X 1 1 (1) PLYMOVENT 20' 11Ph�ase 7OS3- $16,628.00 Vertical Stack Rail, A 2950 Old Mansfield Rd. VSRA-201-B Upblast 240V/1 PH 67001 U 5 X 1 1 (1) PLYMOVENT 20' 1 HP OS3- Vertical Stack Rail, 3 Phase 706033 $16,628.00 INK 1000 Evans VSRA-201-B Upblast 240V/3 PH 67002U 6 X X 2 3 (1) PLYMOVENT 20' 5 HP OS3- Sliding Balancer Track, 1 Phase 706039 $26,775.00 �s. 205 University SBTA-21-B Upblast 240V/1 PH (1) PLYMOVENT 50' 67005U Vertical Stack Rail, VSRA-501-D 7 X 3 3 (2) PLYMOVENT 20' 5 HP OS3- Sliding Balancer Tracks, 1 Phase 706039 $24,940.00 7601 John T.White SBTA-21-B Upblast 240V/I PH (1) PLYMOVENT 30' 67005U Sliding Balancer Track, SBTA-31-B 9 X 3 3 (3) PLYMOVENT 30' 5 HP OS3- Sliding Balancer Tracks, 3 Phase 706040 $25,055.00 2575 Polaris SBTA-31-B Upblast 240V/3 PH 67006U ws► ,. y FIRE MODE OF PLAN VIEW PLYMOVENT FANS UL LISTED TURNKEY STATION OPERATION ASSUMPTIONS EQUIPMENT CONTROL PROJECT d,w ASSEMBLIES BOXES COST NUMBER DRIVE- BACK-IN INITIAL DESIGN # SLIDING BALANCER TRACKS, SBTA rNCLVSrVEOF THRU #OF FUTURE STRAIGHT RAIL ASSEMBLIES, STRA BONDS ADDRESS DROPS DROPS VERTICAL STACK RAILS, VSRA bm 10 X 3 3 (1) PLYMOVENT 20' 5 HP OS3- Vertical Stack Rail, 1 Phase 706039 $26,716.00 3209 Hemphi0 VSRA-201-B Upblast 240V/1 PH (2) PLYMOVENT 20' 67005U Sliding Balancer Tracks, SBTA-21-B 11 X 4 4 (2) PLYMOVENT 20' 10 HP OS3- Vertical Stack Rails, 1 Phase 706046 $33,686.00 400 Grand VSRA-201-B Upblast 240V/1 PH (2) PLYMOVENT 20' 67009U Sliding Balancer Tracks, SBTA-21-B 12 X 2 2 (2) PLYMOVENT 30' 3 HP OS3- Sliding Balancer TraekS, 1 Phase 706036 $20,010.00 120 Northwest 22nd SBTA-31-B Upblast 240V/1 PH 67003U 13 X 2 3 (2) PLYMOVENT 20' 15PhP 706 39 $19,867.00 5333 Lea Crest Lane Sliding Balancer Tracks, SBTA-21-B Upblast 240V/1 PH 67005U 14 X 3 3 (1) PLYMOVENT 30' 5 HP OS3- Sliding Balancer Track, 1 Phase 706039 $27,376.00 2737 Meadowbrook SBTA-31-B Upblast 240V/1 PH (I) PLYMOVENT 20' 67005U Sliding Balancer Track, SBTA-21-B (1) PLYMOVENT 20' Vertical Stack Rail, VSRA-201-B 15 X 2 2 (1) PLYMOVENT 20' 5 HP OS3- VerNcal Stack Rail, 1 Phase 706039 $22,349.00 3100 Arte Avenue VSRA-201-B Upblast 240V/I PH (1) PLYMOVENT 20' 67005U Sliding Balancer Track, SBTA-21-B ~' 16 X 2 2 (1) PLYMOVENT 30' 3 HP OS3- Sliding Balancer Track, 3 Phase 706037 $19,387.00 5933 Geddes SBTA-31-B Upblast 240V 13 PH (1) PLYMOVENT 20' 67004U Sliding Balancer Track, SBTA-21-B 17 X 2 2 3 HP OS3- (1) PLYMOVENT 30' 1 Phase 706036 $21,753.00 r 212 East Felix Sliding Balancer Track, Upblast 240V/1 PH SBTA-31-B 67003U I, (1) PLYMOVENT 20' Vertical Stack Rail, it VSRA-201-B 18 X 1 1 (1) PLYMOVENT 20' 1 HP OS3- Sliding Balancer Track, 1 Phase 706032 $14,697.00 1908 Carleton SBTA-21-B Upblast 240V/1 PH 67001 U 19 X 1 2 (1) PLYMOVENT 30' t Sliding Balancer Track, 1 Phase 70 036 $15,316.00 2613 Carnation SBTA-31-B Upblast 240V/I PH tM 67003U 20 X 1 3 (1) PLYMOVENT 20' 5 HP� OS3- to5t Woodhaven Blvd. $17,725.00 Vertical Stack Rail, 1 Phase 706039 I, VSRA-201-B Upblast 240V/I PH 67005U VIP FIRE MODE OF PLAN VIEW PLYMOVENT FANS UL LISTED TURNKEY CONTROL STATION OPERATION ASSUMPTIONS EQUU?MENT CBoxES PROJECT ASSEMBLIES COST I NUMBER DRIVE. BACK-IN INITIAL DESIGN # SLIDING BALANCER TRACKS, SBTA INCLUSIVE OF "U #OF FUTURE STRAIGHT RAIL ASSEMBLIES, STRA BONDS ADDRESS DROPS DROPS VERTICAL STACK RAIIS, VSRA 21 X 2 2 (2) PLYMOVENT 20' 3 HP OS3- Sliding Balancer Tracks, 3 Phase 706037 819,108.00 1501 South Hills Drive SBTA-21-B Upblast 208V/3 PH 67004U 22 X 2 2 (2) PLYMOVENT 30' 3 HP OS3- $19,670.00 4849 wilbarger Sliding Balancer Tracks, 3 Phase 706037 SBTA-31-B Upblast 240V/3 PH 67003U 23 X 3 3 (1) PLYMOVENT 30' S HP 1 Phase 700603603 9 S24,987.00 3201 Portales Sliding Balancer Track, Upblast Z40V/1 PH SBTA-31-B 67005U (2) PLYMOVENT 20' Sliding Balancer Tracks, SBTA-21-B 24 X 3 3 (1) PLYMOVENT 20 5 HP 706 39 $27,220.00 3101 Forest Avenue Vertical Stack Rail 1 Phase P VSRA-201-B Upblast 240V/1 PH (2) PLYMOVENT 20' 67005U Sliding Balancer Tracks, 41w SBTA-21-B 25 X 3 3 (1) PLYMOVENT 20' OS3- $27,872.00 Vertical Stack Rail, 7.5 s 706043 3801 North Main VSRA-201-B 3 Phase 240V/3 PH big 3801 (2) PLYMOVENT 30' 67008U Sliding Balancer Tracks, SBTA-31-B 26' X 2 2 (2) PLYMOVENT 30' 3 HP OS3- Sliding Balancer Tracks, 1 Phase 706036 $19,780.00 6124 South Hulen SBTA-31-B Upblast 240V/1 PH 67003U 27 X 1 1 (1) PLYMOVENT 20' 1 HP OS3- Sliding Balancer Track, 3 Phase 706033 $15,129.00 201 Holloway Court SBTA-21-B Upblast 240V 13 PH 67002U 28 X 2 2 (2) PLYMOVENT 20' 3 HP OS3- Sliding Balancer Tracks, 1 Phase 706036 819,405.00 1224 Everman Pkwy. SBTA-21-B Upblast 240V/I PH 67003U 29 X 2 3 (1) PLYMOVENT 20' 5 HP OS3- Sliding Balancer Track, 1 Phase 706039 S 22,347.00 6400 Westcreek SBTA-21-B Upblast 240V/1 PH (1) PLYMOVENT 20' 67005U Vertical Stack Rail VSRA-201-B 30 X 2 3 (1) PLYMOVENT 30' 5 HP OS3- 8 22,538.00 Sliding Balancer Track, I Phase 706039 4416 Southwest Blvd. SBTA-31-B Upblast 240V/I PH (I) PLYMOVENT 20' 67005U Vertical Stack Rail, VSRA-201-B 31 X 3 3 (1) PLYMOVENT 30' S IIP 0 3 Phase 70604 04 0 $24,639.00 4209 Longstraw Sliding Balancer Track, Upblast 240V/3 PH SBTA-31-B 67006U (2) PLYMOVENT 20' Sliding Balancer Tracks, SBTA-21-B 40 L FIRE MODE OF PLAN VIEW PLYMOVENT FANS UL LISTED TURNICEY STATION OPERATION ASSUMPTIONS EQUIPMENT CONTROL PROar.CT ASSEMBLIES BOXES COST NUMBER DRIVE- BACK-IN INITIAL DESIGN # SLIDING BALANCER TRACKS, SBTA INCLUSIVE OF THRU #OF FIl I IJRE STRAIGHT RAIL ASSEMBLIES, STRA BONDS VERTICAL STACK RAILS, VSRA ADDRESS DROPS DROPS .nr 32 X 3 3 (1) PLYMOVENT 30' 5 HP OS3- $24,988.00 1 Phase 706039 10201 White Settlement Sliding Balancer Track, Upblast 24OVI 1 PH Road SBTA-31-B 67005U (2) PLYMOVENT 20' Sliding Balancer Tracks, SBTA-21-B imw 33 X 3 3 (1) PLYMOVENT 30' 5 HP OS3- $25,988.00 Sliding Balancer Track, 1 Phase 706039 14650 Statler Blvd. SBTA-31-B Upblast 24OW 1 PH (2) PLYMOVENT 20' 67005U Slitting Balancer Tracks, SBTA-21-B 35 X 6 6 (1) PLYMOVENT 70' (2) (2) $77,323.00 Vertical Stack Rail, 7.5 HP OS3- 2251 Flight Line Road VSRA-701-B 3 Phase 706043 �+ Upblast 208V 13 PH (2) PLYMOVENT 40' 67008U Vertical Stack Rails, VSRA-401-B (1) PLYMOVENT 20 Vertical Stack Rail VSRA-201-B (2) ALYMOVENT 30' `r Sliding Balancer Tracks, SBTA-31-B 36 X 2 2 (2) PLYMOVENT 40' 5 HP OS3- $35,309.00 Straight Rail Assemblies, 3 Phase 706040 5100 Columbus Trail STRA401-D Upblast 208V/3 PH 67006U 37 X 2 2 (2) PLYMOVENT 40' 5 HP OS3- Straight Rail Assemblies, 3 Phase 706040 $35,309.00 4721 Ray White Road STRA401-D Upblast 208V/3 PH 670060 40 X 2 3 (2) PLYMOVENT 20' 5 HP OS3- $21,062.00 4 Sliding Balancer Tracks, 1 Phase 706039 8510 Spring Street SBTA-21-B Upblast 240V/I PH +� 67005U 44 X 2 3 (1) PLYMOVENT 30' i•5 HP OS3- $25,920.00 Vertical Stack Rail, Ph706042 Meacham Field VSRA-301-B Upblast 240V/I PH ,r 3801 North Main 67007U (1) PLYMOVENT 20' Sliding Balancer Track, SBTA-21-B APPARATUS SHOP 2 Z CENTRAL EXHAUST SYSTEM 5 HP Motor FLEET inclusive of: 1 Phase Starter $14,265.00 MAINTENANCE (2) PLYMOYENT HOSE REELS Upblast 240V FACILITY Mounted on 8.2'Pivoting 67005U 1 PH 2920 West Bolt Street Boom arms, Model SER-850 TOTAL TURN%EYPROJECT COST: S 960,000.00 (INCL USIVE OF BONDS) L • Mechanical Installation inclusive of all equipment,materials and labor for all sheet metal piping. Ductwork will be installed in a true and secure manner in accordance With International Mechanical Code, Section 510, "Hazardous Exhaust Systems". 03/08/05/rndd 1300 West Detroit St. Broken Arrow,OK 74012 918-251-8000 Fat 918-251-4977 800-351-1858 www.aircleaningtech.com L PLYMOVENT AUTOMATIC VEHICLE EMISSIONS EXHAUST SYSTEM COMPONENT PARTS DESCRIPTION airdeaning TECHNOLOGIES L Features: The P1ymoVent Vehicle Exhaust Systems are designed specifically for emergency response vehicles. Many of these designs were developed in conjunction with fire departments throughout the United States and abroad. A minimum of two years was devoted to each product to assure reliability and dependability. This working test period gave us the opportunity to understand the needs of fire fighters who ultimately use our system on a daily basis. The following features allow us to offer a product that is exceptional and L second to none. 1. The Unique Grabber Nozzle: LThe Grabber Nozzle is made of high-temperature composite which allows it to inflate and grab the tailpipe of many Fire or EMS apparatus with a tailpipe diameter of one to six inches. Through the introduction of compressed air, the Grabber reduces its opening and securely grips the tailpipe. The L Grabber requires low-pressure compressed air of 15 PSI and a volume of '/z cubic foot to provide a positive connection between exhaust tailpipe of the fire apparatus. This positive airtight connection eliminates the chance of diesel smoke backwash as the truck accelerates when leaving the station. The most desirable feature of the Grabber Nozzle is the soft, high-temperature composite'material from which it is made. Unlike metal-to-metal contact, the soft composite will not scratch or mar your chrome tailpipes. L 2. Manual Fill Valve: This Fill Valve is located on a 4" diameter high-temperature yellow, high visibility, flexible hose in L comfortable reach of the operator. As the apparatus enters the station, the operator places the 4 Grabber Nozzle on the exhaust tailpipe and presses the button on the Fill Valve. Instantaneously the Grabber Nozzle inflates. This effortless motion, done in nearly a standing position, assures that the operator's face or hands will not come into close contact with hot,harmful diesel exhaust. L3. A. Sliding Balancer Track: The Sliding Balancer Track is a heavy duty galvanized steel channel which is suspended from your ceiling with the use of telescoping support legs. These support legs are further stabilized by 2' angular support braces.A Spring Coil Balancer and Trolley are attached to the track. Attached to the Balancer is a hose saddle which cradles and suspends the high-temperature hose and Grabber Nozzle. As the `1 apparatus pulls out of the station, the Balancer follows along the track. Also located on the track is an ' Uncoupling Valve. This Uncoupling Valve automatically deflates the Grabber Nozzle when the Balancer passes by. The deflation or Uncoupling Valve is adjustable along the full length of the truck to guarantee the proper release of the Grabber Nozzle at the door of your firehouse. B. Straight Rail: L The Straight Rail consists of thick aluminum extruded rail (or tube)and attached to the bottom portion are two rubber lips. P4 4W Once the exhaust fan is turned on the lips are compressed and the rail becomes completely sealed. Consequently, the rail is the exhaust duct. The crab (mobile gas extractor) runs on four ball-bearing mounted nylon wheels inside and outside of the exhaust rail. The crab is equipped with an exhaust dw cone which slides between the rubber lips. A balancer attached to the crab supports the exhaust hose and the exhaust nozzle. ,R This system assures that you will not damage your exhaust tailpipes or injure your personnel or equipment by a snap back due to a late release from the fire apparatus. One of the other practical features of the Sliding Balancer Track and Straight Rail is after automatic uncoupling from your vehicle occurs,the Balancer Hanging Hose Drop and Grabber Nozzle will remain at your door where it can be easily reconnected upon the return of your fire apparatus. 4. Pneumatic System: dw This regulated pneumatic system requires no adjustment by your personnel. It comes complete with a compressed air regulator, including gauge and 60' of nylon flexible compressed air tubing. This along with a '/4" NPT tubing adaptor, enables you to make an easy flexible connection to an existing compressor system. All compressed air lines are connected to components by screw down type compression fittings. Our experience has proven these fittings provide the best service. 5. Safety Disconnect: In the rare event of a malfunction of the system, an.emergency Safety Disconnect has been provided in the design of the Sliding Balancer Track and Straight Rail. A 4" rubber mating band joins 2 spun aluminum hose collars. One aluminum collar houses a debris screen and the whole assembly is inserted two feet above the Grabber Nozzle. A quick disconnect fitting for the compressed air line which leads to the Grabber Nozzle is attached to the Manual Fill Disconnect or the Compressed Air R Disconnect, it allows both of these to automatically separate. As soon as the compressed air line separates, the Grabber Nozzle will deflate as normal, eliminating the chance of this short piece of hose and Grabber Nozzle being carried along with the truck. " 6. Engine Sensor: Whether returning to, or leaving the firehouse, the exhaust fan is energized immediately as the Grabber Nozzle is attached to the tailpipe. Used in the aerospace industry, the Sensor is extremely sensitive, durable and rugged. It permits fire fighters to leave bay doors open in good weather and not be concerned about "pushing a central button" to activate the system It allows the entire SBTA/fan or STP/fan system to operate"as needed"and automatically. 7. Easy to Handle-High Visibility Hose: The 4" diameter hose has a high visibility yellow stripping which insures that firemen avoid contact when approaching the vehicle. The 4" hose in conjunction with unique and adjustable Grabber Nozzle provide adaptability for smooth changeover in your alternation of vehicles. 8. Ducting System: The duct system will be constructed from spiral duct work. The only permitted duct system will .� have substantially airtight connections. We require a minimum of two seals for every union of elbows and straight duct run to comply with Class 2 Product-conveying duct codes established by. • IMC - International Mechanical Code; • BOCA - Building Officials Code Administrators; • UMC - Uniform Mechanical Codes; • ACGIH - American Conference of Governmental Industrial Hygienists; ^" • SMACNA - Sheet Metal Air Conditioning Contractors National Association. 3 9. Fan: The fan provided is specially designed for the conveyance of diesel smoke and gases in accordance with Federal, State, and local code requirements as it applies to conveying explosive and carcinogenic particulates and gases produced by internal combustion engines. It is required for the fan housing and all components exposed to the combustible properties of the atmosphere within the ductwork created by vehicle exhaust, to be explosion-proof (ref.Uniform Mechanical Code). The housing as well as the fan impeller will have a construction of non-sparking, non-ferrous metal (cast aluminum). Teflon shaft seals will be provided to keep the aluminum housing and fan drive shaft from making abrasive contact. All fan motors will be provided with a totally enclosed and fan-cooled motor (direct drive). This motor will be located out of the hazardous air stream. The Exhaust System is designed to transport exhaust emissions in the main duct at a minimum of 4,000 feet per minute and to provide a capture velocity of not less than 5,800 feet per minute through the 4" yellow and black hose. These velocities are calculated at an average temperature of 250 degrees Fahrenheit and a static resistance of 9" water gauge. Note: The Fan is designed to exceed the exhaust velocities generated by the Vehicle to insure 100% capture of explosive, poisonous, and carcinogenic materials. All PlymoVent manufactured fans use a radial- type impeller for complete capture and transport of all diesel smoke and particulates. This allows for guaranteed results from your apparatus to the outside of your facility. Benefits • Eliminate possible grievances which may be filed by firefighters concerned about diesel exhaust. • Provide a healthier atmosphere in the work place. • Boost morale and let fire personnel know the City and the Department care about their health and welfare. P • Reduce personal risk and safety maintenance by preventing diesel exhaust contamination of tum-out gear, apparatus bay walls, ceilings, and living quarters. • Reduce insurance premiums by eliminating fire fighters exposure to the carcinogenic particulates and gases manufactured by diesel engines in their work place. -� Health and Safety Compliance The P1ymoVent system we offer for your consideration complies with all Federal, State, and Municipal health and safety standards for controlling diesel emissions. • NFPA-1500. Chapter 7-1.3 (Fire Department Occupational Health and Safety Standard). • Federal Enforcement Agency (U.S.Departmnet of Labor). OSHA. • State Enforcement Agency (Public OSHA). • City Enforcement Agency (Board of Health). SBTA/STR 3 -� VSR (ELEV VIEW) SYSTEM LAYOUT PROCEDURE DATE:8-22-95 DIVISION: Fire systems TAB: 13- B APPROVED BY: Wayne Lutz 1. FRONT SUPPORT- 1.5 ' diameter galvanized schedule 40 pipe. Supports will attach to existing ceiling using Kee Klamp fittings and either strut material or pipe depending on ceiling structure. The support structure is built in a trapeze fashion around bay door within 3 feet of VSR catcher. Attach gussets as shown below or attach to the front of building. Note: Locate front support structure first. Establish height around the bottom side of the bay door. 2. BACK SUPPORT- The back support structure is built to center on the middle of VSR rail (centered over stack on vehicle). Kee Klamp pipe fittings create trapeze approximately 5 feet wide using existing building structure.The back support horizontal pipe must be level with the front Aw support. 3. VERTICAL SUPPORT- Vertical supports are supplied by Plymovent and they atach to a sliding trolley to allow the VSR rail to float 2'side to side. Vertical supports are 1.5 diameter schedule 40 galvanized pipe and attach to horizontal cross support via a cross over clamp (Kee Klamp) and adjust to fit correct over stack cone adapter. 4. VSR STACK RAIL- 19'6"suction rail designed to fit to stack vehicles. Rail is extruded from 114' thick aluminum and comes with 4 'wide rubber sealing lip secured to bottom of rail. 5, CATCHER- V-SHAPED designed catcher to accept cone stack adapter.Catcher fabricated from 10 gage 4W galvanized steel on top and sides and is reinforced with 1 'tubing on bottom edge.The tubing is designed to help guide rail to stack on vehicle. Front end of catcher is 27 'wide and back of catcher fits over VSR rail profile. 6. DUCT CONNECTION - The duct connection can be mounted to the back of VSR rail or attached to center(for VSR rails over 30 feet)of rail with a 6'diameter high temperature flex hose. Installer must allow a minimum of 5'of flex hose to attach to VSR rail so rail can move side to side freely. h i CeilingStructure. !-lard duct �aBAY DOOR 11 2 1 3 3' 6 Jr�L VSR cone direction of exit stack adapter fPLYMOVENT; Plymovent Corporation This drawing has been copyrighted 375 Raritan Center Pkwy and is the property of Plymovent Corp Edison,NJ 08837 of Edison,NJ and shall not be Vehicle Exhaust Ventilation Apparatus Phone:908-417-0808 disclosed without written consent to Fax:908-417-1818 any 3rd party. r y VSR DRIVE THRU SYSTEM LAYOUT PROCEDURE DATE: 8-29-05 DIVISION: Fire systems I TAB: 13 - C APPROVED BY: Wayne Lutz 1. FRONT/BACK SUPPORT- 1.5 " diameter calvanized schedule 40 pipe. Supports will attach to existine ceiiino using Kee Klamp type fittings. The support structure is trapeze-type built around bav door within 6 feet of VSR catcher. Attach gussets to ceiling or front or back wall. Locate front and back support assembly to ceiiino before center supports. 2. MIDDLE SUPPORT - The middle support structure is built to center on the middle of VSR rail (centered over stack on vehicle).'Kee.Klamp pipe fittings create trapeze approximately 5 feet wide using existing building structure. The middle support horizontal pipe must be level with the front/back support. 3. VERTICAL SUPPORT- Vertical supports are supplied by Plymovent and they atach to a sliding trolley to allow the VSR rail to float 3 feet side to side. Vertical supports are 1.5 dia. schedule 40 galvanized pipe and attach to horizontal cross support via a cross over clamp (Kee Klamp) and adiustable to line up with stack cone adapter. 4. VSR STACK RAIL- 20 ' continuous suction rail designed to fit to stack vehicles. S. CATCHER - V-SHAPED designed catcher to accept cone stack adapter. Catcher fabricated from 10 cage paivanized steel on top and sides and is reinforced with 1 " tubing on inside bottom edge. The tubing is desioned to guide stack into suction rail. Front end of catcher is 27"wide and back of catcher bolts to rail profile. 6. DUCT CONNECTION - The duct connection must be mounted to the center of VSR rail with a 6 'diameter high temperature flex hose. Installer must allow a minimum of 5 ' of flex hose to attach to VSR rail so rail can move side to side freely. Ceiling Structure % / SAY DOOF i min d er \ Dom: VSR cone Yr stacx acaoter direction of exit I Ply 4 PLYMOVENT.; 375 Raritan Corporation This drawing has been copyrion Corp375 Raritan Center Pkwy and is the property of Plymovent C Edison, NJ 08837 of Edison, HJ and small not be Vehicle Exhaust Ventilation Apparatus Phone: 908-417-0808 disclosed witmout written consent to Fax:908-417-1818 any 3rd party. P L L T T 2cc J c couj co /LL T W a o 0 U L r x d s . W d N \ :mow m ` o W r \\ Q iy 4 O CiR n Lid cl LA _N N � W LU Q N LO T y m 2 y1yY. .zk O O 1 LL _ V J O g O bib CL L C) 4 C? Q W Q Q STRAIGHT RAIL (ELEV VIEW) SYSTEM LAYOUT PROCEDURE DATE: 7-14-95 1 DIVISION: Fires stems I TAB: 12 - A I APPROVED BY: Wayne Lutz 1. STRAIGHT RAIL- 20 Foot long suction rail fabricated from .210 thick extruded aluminum. Rail will be supplied with a 50 foot roll of 3 ' wide rubber lip material. The installer must attach '! rubber lips with special tool supplied by the factory. 2. SUPPORTS - Three support legs are 1.5 ' diameter galvanized schedule 40 pipe. Supports will attach to existing ceiling using Kee Klamp fittings and either strut material or pipe depending on ceiling structure. 3. DUCT CONNECTION - 8 ' Ig by 6 ' diameter collar fabricated from 10 gage galvanized material will slide �* into rail profile 4 inches. The portion that extends outside of the rail will attach to hard spiral pipe with a safety coupling band supplied by DuctMate.Industries. 4. SHOCK ABSORBER- The shock absorber will be attached to an end cap with bracket to connect to piston. This will be an assembly piece and will fit into rail profile and be attached by using (4) 1.5 ' x 3/8 ' Ig bolts with nuts. The bolts will extend from the inside to the outside of rail profile and be tightened down from the outside with socket wrench. 5. CRAB MAGAZINE- The magazine is located next to the shock absorber on the truck side of suction rail. The support for the magazine uses Kee Klamps (crossover type) and extends past the front of the rail a minimum of 3 feet.The back of the rail will have 18'long support attached to the extreme back of suction rail. An aircraft cable will be streched from the front magazine to the back support using and tum buckle and will carry festoning airline to the internal crab. 6. INTERNAL CRAB - Internal crab using (4)2 ' diameter slotted nylon wheels to slide into rail profile and move with the vehicle. The crab body will have(5) 1 ' x 3/4 ' vertical wheels on each side that contacts rubber lips to allow crab to move freely. Installer will slide internal crab into rail before attaching both duct connectors and shock absorbers. r r r r r r r r r r r r r r r r r r r r r Y Ceilin Structure ////////. q .' �— 1 3 4' 2 4 -- --------------- K 5 direction of exit 5 4 6 PLYMOVE/VT-, Plymovent Corporation This drawing has been copyrighted 375 Raritan Center Pkwy and is the property of Plymovent Corp Edison, NJ 08837 of Edison,NJ and shall not be a Vehicle Exhaust Ventilation Apparatus Phone:908-417-0808 disclosed without written consent to Fax:908-417-1818 any 3rd party. STRAIGHT RAIL SPLICE ATTACHMENT PROCEDURE DATE: 8-16-95 DIVISION: Fires stems TAB: 12-B APPROVED BY: Wayne Lutz 1. FLOOR SUPPORT- Adjustable floor supports with V-shaped support mechanism designed to be adjustable up and down using a threaded piston and spinner to set in perfect position. Note: Installer must look for level section of floor or ground and mark floor or ground with a perfectly straight line(snap chalk line)and set floor supports on top of line to straighten rail when splicing must be accomplished. .W 2. RAIL SECTION - 19'- 5 ` rail section fabricated from 6mm extruded aluminum. When attaching rail systems in lengths over 19' - 5' and and splicing is required then proper preplanning has to be executed in order to have and straight and level rail system. Systems requiring 30 'lengths will need 3 floor supports 3. ALIGNMENT MARKS- The suction rail shall have(4)lines scored along sides and top of rail to locate attachment bolts for end sockets and splices. Measure in 1 ' from end of rail for two top bolts and measure 1' and 3' for a total of (4) 3/8` x 1.5' bolts and nuts on side of rail. Drill 3/8'diameter hole so that bolt fits tightly through opening. 4. RAIL SPLICE- 8 ' long by 4mm extruded aluminum with open botom to allow intemal crab to roll freely inside of the rail. Splice has ridge extruded on top and is designed to slide into top ridge of rail profile. Splice fits 4 ' inside each rail section with (6) 3/8` x 1.5` long bolts attached to each rail. 5. SPLICE ATTACHMENT- Slide half or 4` of splice into one rail and clamp to side of rail using C-clamp type vice grips.Attach the two top 3/8' bolts tightly'.then proceed to each side and fasten two bolts on each side of the rail. Note: Attach all bolts on straight rail system from the inside-out.This method makes the tightening of fasteners simplier by using a vice- grip to hold bolt and then using wrench to tighten nut 5 2 48 ------ ------------------------ -------------------------------- -- f 8" 3 4 1 PLYMOVENT_M7) Plymovent Corporation This drawing has been copyrighted 375 Raritan Center Pkwy and is the property of Plymovent Corp Edison,NJ 08837 of Edison,NJ and shall not be Vehicle Exhaust Ventilation Apparatus Phone:908-417-0808 disclosed without written consent to .. Fax:908-417-1818 any 3rd party. STR RAIL MIDDLE SUPPORT ATTACHMENT PROCEDURE GATE: 8-9-95 DIVISION: Fire systems TAB: 12- C APPROVED BY: Wayne Lutz 1. BAR JOISTS - This application shows a bar joist attachment. 2. HORIZONTAL SUPPORT- Support shall be fabricated 1.5" diameter schedule 40 galvanized pipe. Measure from interior side of bar joists and cut pipe support 1/4" smaller then the span of joists. Make sure support is square to joists when final adjustments are made. 3. PIPE CLAMP- 3/8 " threaded galvanized U-clamp with flange for 1.5 " diameter pipe to attach pipe to bar joists. Alternative methods(i. e. welding, or different type clamps) are acceptable if pipe support is securely attached to bar joists before lifting suction rail to hanging support. 4. VERTICAL SUPPORT- Attach vertical support to horizontal support via a tee connnector(supplied by Kee Klamp). Installer must put other attachments on vertical support proir to hanging suction rail (i. e. swivel socket for gusset). This support must have a 1/4 " x 1" machine screw tapped through tee connector and 1.5 "diameter pipe.The vertical support slides into crossover connector attached to side support secured to rail. 5. GUSSET - Gusset support is made from 1.5"diameter galvanized pipe (same other supports).The gusset is attached by using (2) swivel sockets supplied by Kee Klamp. Installer must slide swivel onto horizontal and vertical support before attaching gusset into swivel sockets. note: Gusset attachment to vertical support must attach within 12 - from side support bar. a.r 6. SIDE SUPPORT- Specially designed side support slides into Straight Rail via a curved flange and a welded 1.5" diameter pipe is welded in center of curved flange. Support pipe extends out 12 " from flange.This side support attachs using a crossover connector supplied by Kee Klamp. Straight Rail - Back Uiew 2 ma1 3 5 door track i}:2:;y:Li:!S i•'';i%n:i:�-:}:?`.::tii:ii'Y. :.:4?:v:k?•?}ti»:•:ii::::':;:C}:�;:;ii::>'iii}!{::ti;:i}=:!t: .:LC•Y:?•.•:•}}}:N..i?}i:}iSi�:'{::i}<:ti?{:��Y:i:.<:..:::.:::.....:}}L.:}}.:y,••••:Y 'L<+YS::i1t•?:Li?:4:x::;vy ...'.........+"::;.}}}}:<•:Y+:.}}nf..:}.r:n'{•}}vi:ti•:i•}}}}:iv.•:v:4•:.}}Y}}:•: :}•:?::?^;.v?y:n}•::^:}::}??:.?:rr�>:�¢Fr}v; li: .`-T : ..:;}q.:<: -{:.•. il �.. ..<..: �.•�t +i?:i>.;...::,....,v •<-::: �.h: :<r:: oor r:if•: i•:y i }fi<•. :44.. ..............::.:.. Plymovent Corporation 375 Raritan Center Pkwy This drawing has been copyrighted and is the property of Plymovenl Corp Edison, NJ 08837 of Edison,NJ and shall not be Vehicle Exhaust Ventilation Apparatus Phone: 908-417-0808 disclosed without written consent to FP Fax: 908-417-1818 any 3rd party. STR RAIL FRONT/BACK SUPPORT ATTACHMENT PROCEDURE DATE: 8-9-95 DIVISION: FH systems TAB: 12- D APPROVED BY: Wayne Lutz �. 1. BAR JOISTS - This application shows a bar joist attachment. 2. HORIZONTAL SUPPORT- Support shall be fabricated 1.5 ' diameter schedule 40 galvanized pipe. Measure from interior side of bar joists and cut pipe support 1/4' smaller then the span of joists. Make sure support is square to joists when final adjustments are made. 3.PIPE CLAMP- 3/8 " threaded galvanized U-clamp with flange for 1.5 ' diameter pipe to attach pipe to bar joists. 4. VERTICAL SUPPORT- Attach vertical support to horizontal support via a tee connnector (supplied by Kee Klamp). Installer must put other attachments on vertical support proir to hanging suction rail (i. e.swivel socket for gusset). This support must have a 1/4 'x 1' machine screw tapped through tee connector and 1.5' diameter pipe.The vertical support slides into crossover connector attached to side support secured to rail. note: Installer must line all vertical supports by using a dry line before lifting suction rail Into position 5. GUSSET- Gusset support is made from 1.5 ' diameter galvanized pipe (same other supports).The gusset is attached by using (2)swivel sockets supplied by Kee Klamp. Installer must slide swivel onto horizontal and vertical support before attaching gusset into swivel sockets. +� note: Gusset attachment to vertical support must attach within 12 ' from side support bar. 6.SIDE SUPPORT- Specially designed side support slides into Straight Rail via a curved flange and a welded 1.5 ' diameter pipe is welded in center of curved flange. Support pipe extends out 12 'from flange. This side support attachs using a crossover connector supplied by Kee Klamp. j2 ), 1 ,7777 o7. Y � 4 f front of 5 .W rail 12'12' s s v. Plymovent Corporation This drawing has been copyrighted PLYMOVENT--o 375 Raritan Center Pkwy and is the property of Plymovent Corp �+ Edison,NJ 08837 of Edison,NJ and shall not be Vehicle Exhaust Ventilation Apparatus Phone: 908-417-0808 disclosed without written consent to Fax:908-417-1818 any 3rd party. MIDDLE RAIL DUCT ATTACHMENT PROCEDURE DATE: 8-28-95 DIVISION: Fire systems TAB: 12- E APPROVED BY: Wayne Lutz •• 1. STRAIGHT RAIL- 20 ' long .021 thick extruded aluminum profile. Rail profile is designed with two sets of grooves to allow 3/8 'flange to pass through into the profile of the rail. The arc length of the grooved section is 3 ' long. ,a 2. RAIL CONNECTION - Fabricated from 20 ga. galvanized steel. This piece is designed to slide into the rail profile via grooves in the side of rail. The center point slot in rail points up at a 30 °angle to side of the rail. Duct connection shall have 3/8 ' flange on a 16 ' x 2 ' rail opening to fit securely inside the rail profile. The back end of fitting shall be capped sealed airtight (weld of silicone). 3. DUCT CONNECTION- Fabricated from 22 ga, galvanized steel. Collar shall be 1 1/2 ' long and measure 6 ' I. D. Locate collar 1 'from the capped end of the fitting as shown. Plan View Elevation View 6 'dia I.D. 3.14' 1.5' long rad. 3" ; flange 2 6.25 ' dia ; profile ; n p� 16' g ■ 2 s 30 3 1 112'arc 30°angle 20 ga.gals. 1 --- 18 Plymovent Corporation This drawing has been copyrighted PLYMOVENT--; 375 Raritan Center Pkwy and is the property of Plymovent Corp Edison,NJ 08837 of Edison,NJ and shall not be Vehicle Exhaust Ventilation Apparatus Phone:9OB-417-0808 disclosed without written consent to any 3rd party. Fax:908-417-1818 INTERNAL CRAB LAYOUT PROCEDURE DATE: 8-17-95 DIVISION: Fires stems TAB: 12 F APPROVED BY: Wayne Lutz 1. CRAB WHEELS- The crab assembly has (4) 3' dia O. D. x 2 1/4' dia I. D. nylon rollers to roll along slot in rail profile. The wheels attach to crab frame via 2.5' Ig x 7/16 ' bolt with a open ball bearing to allow for easy movement. 2. CRAB FRAME - The frame of the crab is fabricated from 10 gage steel epoxy - coated black. The frame is 10 3/8° high by 7 3/4 ' wide with the sides having a 1 'flange bent up at 90 degrees. This frame holds wheels and the crab body with connecting bolts. There are also openings located to running the airlines and mounting the air regulator and uncoupling valve. 3. CRAB BODY- The body of the crab is 12 1/2 ' high and also epoxy- coated black.The top slot is 16' m. long and 1.25 ' wide and tapers to 4 ' diameter to attach 4 ' flex hose. 4. BRINGER - 18 " long by 1.5 ' wide airline puller is L-shaped and fabricated from 10 gage epoxy- coated black steel and pulls the festoning airline.To attach puller to crab body, tum bracket with flange pointing down and lay bracket on top of back bumper and use the same bolt that holds the rubber bumper to crab frame. 5. UNCOUPLING VALVE - The uncoupling valve attaches directly to crab frame using (2) 2'x 1/4`hex bolt. The whisker switch engages the release of air in the Grabber Nozzle. The whisker piece must point at 12 o' clock in the rest position. b. Note: The uncoupling valve must mount to a plastic taper piece to allow whisker switch to line up to disconnection plate.The large part of the taper points up I 6. AIR REGULATOR - The regulator fits through opening in crab body(two holes are prepunched on.back side of crab frame) . Take mounting ring off regulator and slide adjustment knb of regulator up through hole and spin mounting ring over knob and tighten on threads on regulator body. SET REGULATOR FOR 12 - 15 psi . Back Uiew Side Uiew 4 1 O2 2 5 >< ' 'k 5 O 6 exiting direction Plymovent Corporation This drawing has been copyrighted 375 Raritan Center Pkwy and is the property of Plymovent Corp Edison, NJ 08837 of Edison,NJ and shall not be Vehicle Exhaust Ventilation Apparatus Phone:908-417-0808 disclosed without written consent to Fax:908-417-1818 any rd party. 6� r BRINGER ARM ATTACHMENT PROCEDURE „ DATE: 8-10-95 DIVISION: Fire systems TAB: 12-G APPROVED BY: Wayne Lutz 1. INTERNAL CRAB FRAME - 12 1/2 'high x 7 3/4' wide epoxy-coated black. The chasis is equipped with 3"tapered nylon wheels that locate inside the rial profile. 2. RUBBER BUMPER - 1 1/2' wide x 7 1/2 long black section of pliable rubber. Rubber piece is r wrapped around 1 3/4 ' x 1 3/4 ' clip attached to the crab frame. r3. BRINGER ARM - 18 1/4 ' long x 1 5/8 ' wide fabricated from 10 ga steel, epoxy-coated black. Can be attached to the front or the back of the crab body. Note: attach the bringer arm to the back of the crab frame for one vehicle rail systems. 4.MOUNTING BOLT- 3/8 ' x 4 ' PLT- plated bolt designed to secure the bringer arm to the crab body. A 1 1/2'x 1 1/2 ' piece of tubing with 3/8 ' hole drilled in the side will fit between the clip to provide extra support when attaching the rubber bumper. r Back View Plan View IAN ,o---------------------- ---------------, g D 3 2 1 .0oc m X3 tM c 4 d 3 ---------------- C 18 1/4" 4 PI movent Cor oration PLYMOVENT; Y p This drawing has been copyrighted 375 Raritan Center Pkwy and is the property of Plymovent Corp Edison, NJ 08837 of Edison,NJ and shall not be Vehicle Exhaust Ventilation Apparatus Phone:908-417-0808 disclosed without written consent to Fax:908-417-1818 any 3rd party. r•r Ab N . CDO C r m \ LO co LU } Q1 r� � m V J > � •x JLL U _ o 0 o o \\ o O m \\ c Z \ cnco \\ I im Lr . . p Cl) N O - ,\ LU � to LO Cf)n r V/ ` T 2 r •`:' rr C� ELO LO U) ® o LL c o U r Z � O o 'n E 0. LO ♦: t1J . Q n SBTA SYSTEM OVERVIEW PROCEDURE DATE: 8-28-95 1 DIVISION: Fires sterns TAB: 2- A APPROVED BY: Wayne Lutz ,W 1. SBTA-TRACK- 3 1/8 ' hgh by 1 1/2 ' wide and 1/8 ' thick extruded aluminum alloy(AA 06063). OW Profiie type SAPA 6063 HIP (PART# 516302- 20). 2- DUCT CONNECTION - Location riser bracket meets 4' dia.yellow & black flex ducting. Riser bracket is located by calculAting the tailpipe distance(vehicie rest position) to the door threshold, then divide that distance by 2 and then add 2- 4 feet (depends on track height)to measurement back toward vehicle tailpipe_ 3.TRACK HEIGHT- Height of the SBTA-track is determined by 3 Things: 1. Door Height - Retraction of bay door won't allow track/ rail to be positioned higher then door. 2. Tailpipe distance- Tailpipes close to exiting door(less then 20 ft).Tailpipe distances over 30 ft affect track height. 3. Speed of the vehicle - Dictated by SOP's governing fire department. Note: Typical track location is 12' high by T from door and 20 -24 " off side of vehicle. 4. HOSE LOOP- Ideally above the top profile_of vehicle.Allows the fire personel to move around freely. e• M..00 p+c o..rh. d Door wppat tr H z tS W 2 z has ® ® O ri �J �Gnbbw Norma rn PLY�I�O�E�"VT s Plymovent Corporation This drawing has been copyrighted �, 375 Raritan Center Pkwy and is the property of Plymovenl Corp •• Edison,NJ 08837 of Edison.NJ and shall not be R Vehicle Exhaust Ventilation Apparatus Phone: 908-417-0808 disclosed without written consent to PP Fax:908-417-1818 any 3rd party. SBTA SYSTEM LOCATION (PLAN VIEW) PROCEDURE ' DATE: 8-26-45 DIVISION: FiresY stems TAB: 2-B APPROVED BY: Wa ne Lutz 1.TAILPIPE- Exhaust tailpipe located on the fire appartus. Determine the side of the vehicle that tailpipe terminates. Note: For'driver-side exhaust terminations make sure that the vehicle to be connected to Plymovent exhaust system is the only vehicle using that bay. + 2-SBTA TRACK- 20' - 60' aluminium track material. Located on tailpipe side of vehicle. 3. DISTANCE TO VEHICLE- The distance from the center of the track to the closest side + of vehicle.The distance ranges between 16 ' to 24 ' A' 4. DISTANCE TO DOOR- The distance from the end of the track to the exiting door. The distance should be 6'- 8' in most applications. Note: Contact Plymovent-technical sales support for any changes from this procedure. 12 X 12 OVERHEAD DOOR r. 2 l 1 �J l I 1 ` l 4 Fes"— 4. — r Plymovent Corporation This drawing has been copyrighted PLYMOVENT; 37S Raritan Center Pkwy and is the property of Plymovent Corp Edison,NJ 08837 of Edison,NJ and shall not be disclosed without written consent to Vehicle Exhaust Ventilation Apparatus Phone:908-417-0808 any 3rd party. Fax:908-417-1818 J m c 0 a � w T K � M ca ; 0 E W00 o �.. o 0 vl a r r o J LLJ U m \\ ® o LL0 L � O W Y \\ \\ O cl O LU C O m \\ Z \\ G a o co 7 Q z z 40 N cc Q � Y f - T Locm @ N cz LO C] U2 c /1 CG O U) O o C r 0 a CQ n Ln T N (� W f J LU l2.1 U a II MR � • o m � I j I � ' 1 0 I LU > I 0CZI I I x a I I I L_� n a r d uj r cV = CJ rQ �r O X x LJ O o N :> O °3 r00 r r Zm to h O co O Q � � ❑ z r H LU Q W N fC L N m L Z U 11 > > 0 � C ` a 'a r` 03 ui o �� 0 w ¢¢ >O W 00 ^^ vrrr J m m o c o W n J � X cm U_ o LL ow nEL o CL co LLJ '� a ¢ > o uco r. aCD V T Cl) "i . oZ 70q Q 73 I� m c E; m N � W Ln W �• ch _a:LL <> i T im CD a o ® ? 0 O U a� c C7 m Z W w U p a m m N O V I ( CD CD o _ I I CD roves c� � I I o.o` I oNNc-i amw y I � � 8=_0� 0 W i r I LO uj m I I L_ I Zo Q -------------- Q a b LU N= m 1..7. >< Lu 0 - r Q N > 0 c r 0 0 0 0 x Z '- �� o o 0 T c 0 0 m 0 o 0 G Z - Uc) N C � r � U) uj m r � M " U < Z r C O " V) m _ N � C O U C? i m o c LtJ a I- 0 VSR (ELEV VIEW) SYSTEM LAYOUT PROCEDURE DATE:8-22-95 DIVISION: Fire systems I TAB: 13- B APPROVED BY: Wayne Lutz 1. FRONT SUPPORT- 1.5 ' diameter galvanized schedule 40 pipe. Supports will attach to existing ceiling using Kee Klamp fittings and either strut material or pipe depending on ceiling structure. The support structure is built in a trapeze fashion around bay door within 3 feet of VSR catcher.Attach gussets as shown below or attach to the front of building. Note: Locate front support structure first. Establish height around the bottom side of the bay door. 2. BACK SUPPORT- The back support structure is built to center on the middle of VSR rail (centered over stack on vehicle). Kee Klamp pipe fittings create trapeze approximately 5 feet wide using existing building structure.The back support horizontal pipe must be level with the front support. 3. VERTICAL SUPPORT- Vertical supports are supplied by Plymovent and they atach to a sliding trolley to ... allow the VSR rail to float 2'side to side.Vertical supports are 1.5 diameter schedule 40 galvanized pipe and attach to horizontal cross support via a cross over clamp (Kee Klamp)and adjust to fit correct over stack cone adapter. ^�* 4. VSR STACK RAIL - 19'6"suction rail designed to fit to stack vehicles. Rail is extruded from 1/4' thick aluminum and comes with 4' wide rubber sealing lip secured to bottom of rail. 5. CATCHER- V-SHAPED designed catcher to accept cone stack adapter.Catcher fabricated from 10 gage galvanized steel on top and sides and is reinforced with 1 'tubing on bottom edge. The tubing is designed to help guide rail to stack on vehicle. Front end of catcher is 27 "wide and back of catcher fits over VSR rail profile. 6. DUCT CONNECTION - The duct connection can be mounted to the back of VSR rail or attached to center(for VSR rails over 30 feet)of rail with a 6'diameter high temperature flex hose. Installer must allow a minimum of 5'of flex hose to attach to VSR rail so rail can move side to r side freely. Cefil igg Structure ., , , , , , , , , , , , , r , , Hard duct OW BAY DOOR 4' 2 1 3 3' EOIJ 6 Jr�" 4 5 VSR cone direction of exit stack adapter PLYMOVENT-� Plymovent Corporation This drawing has been copyrighted 375 Raritan Center Pkwy and is the property of Plymovent Corp Edison, NJ 08837 of Edison,NJ and shall not be Vehicle Exhaust Ventilation Apparatus Phone:908-417-0808 disclosed wilhout written consent to Fax:908-417-1818 any 3rd party. r� y— 1~ VSR DRIVE THRU SYSTEM LAYOUT PROCEDURE DATE: 8-29-95 1 DIVISION: Fire systems TAB: 13 - C APPROVED BY: Wayne Lutz 1. FRONT/BACK SUPPORT- 1.5 " diameter galvanized schedule 40 pipe. Supports will attach to existing ceiling using Kee Klamp type fittings. The support structure is trapeze-type built around bay door within 6 feet of VSR catcher. Attach gussets to ceiling or front or back wall. Locate front and back support assembly to ceiling before center supports. 2. MIDDLE SUPPORT- The middle support structure is built to center on the middle of VSR rail (centered over stack on vehicle). Kee Klamp pipe fittings create trapeze approximately 5 feet wide using existing building structure. The middle support horizontal pipe must be level with the front/back support. 3. VERTICAL SUPPORT- Vertical supports are supplied by Plymovent and they atach to a sliding trolley :- to allow the VSR rail to float 3 feet side to side. Vertical supports are 1.5 dia. schedule 40 galvanized pipe and attach to horizontal cross support via a cross over clamp (Kee Klamp) and adjustable to line up with stack cone adapter. OWN 4. VSR STACK RAIL- 20 'continuous suction rail designed to fit to stack vehicles. 5. CATCHER - V-SHAPED designed catcher to accept cone stack adapter. Catcher fabricated from 10 gage galvanized steel on top and sides and is reinforced with 1 " tubing on inside bottom edge.The tubing is designed to guide stack into suction rail. Front end of catcher is 27"wide and back of catcher bolts to rail profile. r 6. DUCT CONNECTION - The duct connection must be mounted to the center of VSR rail with a 6 " diameter high temperature flex hose. Installer must allow a minimum of 5 'of flex hose to attach to VSR rail so rail can move side to side freely. f Ceiling Structure Hard duct n \� BAY DOOR T a'min q W 3 / max VSR cone stack adapter direction of exit iM PLYMOVENT; 375 Ra Corporation This drawing has been copyrighted 375 Raritan Center Pkwy and is the property of Plymovent Corp Edison, NJ 08837 of Edison,NJ and shall not be Vehicle Exhaust Ventilation Apparatus Phone:908-417-0808 disclosed without written consent to Fax:908-417-1818 any 3rd party. r X7 VSR STACK MEASUREMENT PROCEDURE DATE: 3-23-95 DIVISION: Fre systems TAB: 13 - A APPROVED BY: Wayne Lutz 1. EXHAUST STACK - Exhaust stack located on the fire appartus. Determine exact location of exhaust sta--k in vehicle bay. Plymovent needs the diameter to package in the VSR rail shipment. i ne specially designed stack cone adapter fits exactly tc stack diameter. The heiehi or s;c'{ must be reviewed with bottom of door when retracted to insure adequate ciearanc=for VSR rail and associated support structure ( 16 ' min requirement) Note : Measure the diameter of STACK (no oval sizing). 2 SAY DOOR - Door that appartus exits from at time emergency reponse. Make sure that installer measures the height and width of the door. Determine type of door i.e. swinging, roll-up, and retracting. ■ 3. STACK DISTANCE - The distance from the stack to door threshold + 3 feet !! Make sure that this is the final rest position of vehicle before pricing equipment This is the foundation measurement of the VSR-system in a back-in application !! �� i *+ Plymovent Corporation This drawing has been ?yricr-�' PLYMOVENT.-; k 375 Raritan Center Pkwy and is the property of P!ymovent Ccr_ Edison, NJ 08837 cf Edison. NJ and sial)not be Vehicle Exhaust Ventilation Apparatus Phone:908-417-0808 disciosed without written consent!o Fax: 908-417-1818 any 3rd party. VSR CATCHER ATTACHMENT PROCEDURE DATE:8-26-95 DIVISION: Fires stems I TAB: 13. D APPROVED BY: Wayne Lutz 1. VSR RAIL- 19'6' suction rail designed to fit to stack vehicles. Rail is extruded from 1/4'thick aluminum and comes with 4 'wide rubber sealing lip secured to bottom of rail. 2. CATCHER- V-SHAPED designed catcher to accept cone stack adapter. Catcher fabricated from 10 gage galvanized steel on top and sides and is reinforced with 1 'tubing on bottom edge. The tubing is designed to help guide rail to stack on vehicle. Catcher mouth is 27'wide and 6' deep. Note: The back of the catcher will fit over the VSR rail.Set catcher collar over f` VSR rail (appox. 3 ')and mark rall with black marker then drill(4) 3/8 ' holes. 3.TOP BOLTS- Two 3/8 ' x 1 1/2'bolts attach through the predrilled holes located on top of catcher. P' - i 4.SIDE BOLTS- Two 3/8'x 2 1/2 'bolts attach through the predrilled holes located on side of catcher.The longer bolts are required to carry the gap between the collar and inset of VSR rail. r 1 r . 2 3 i 6 ' 4 27 PLYMOVENT; Plymovent Corporation This drawing has been copyrighted 375 Raritan Center Pkwy and is the property of Plymovent Corp Edison, NJ 08837 of Edison,NJ and shall not be Vehicle Exhaust Ventilation Apparatus Phone:908-417-0808 disclosed without written consent to Fax:908-417-1818 any 3rd party. .w a VSR RAIL SUSPENSION PROCEDURE DATE:8-26-95 DIVISION: Fires stems TAB: 13- E APPROVED BY: Wayne Lutz 1. VERTICAL SUSPENSION- Two 1.5 ' diameter 2 ft long suspensions designed to support traversing suspension as shown. For best results locate vertical suspensions within 2'of outside edge of traversing suspension. 2. TRAVERSING SUSPENSION- 1 1/4 'square suspension designed to carry two slider trollies. Suspension shall be 4'long standard(other lengths available).A 1/4'x 2 ' long bolt is located at each end of traversing suspension. 3. SLIDER TROLLEY- 14 gage pressed steel chassis with two axles and four steel wheels which allow the free sid-to-side movement of VSR rail.Trollies are loaded from the end of the traversing suspension by removing security bolt and fitting wheels into traversing suspension profile. 4. BRACKET- 1 1/2'x 1 1/2 'x 3 'angle bracket fabricated from 1/8'thick steel are bolted to VSR rail profile no further then 3 feet from back end of catcher. Bracket will have (2)3/8 'holes drilled in the center of the angle and can be used both for attachment to VSR rail and suspension from slider trolley. Bracket attaches to slider trolley via an 5/16'universal snap hook Note:Attach brackets to VSR rail prior to Ilfting rail to Traversing suspension (snap hooks will be hanging from slider trolley for a quick and simple attachment). 2 I 1 F"' I I I r F / r l 3'max./ o ii / i/ i �i, ► o 4 27 " l pL D��N�l� Plymovent Corporation This drawing has been copyrighted 375 Raritan Center Pkwy and is the property of Plymovent Corp Edison,NJ 08837 of Edison,NJ and shall not be Vehicle Exhaust Ventilation Apparatus Phone:908-417-0808 disclosed without written consent to Fax:908-417-1818 any 3rd party. 5/ VSR RAIL FRONT SUPPORT LAYOUT PROCEDURE DATE:8-26-95 DIVISION: Fires stems I TAB: 13 - F APPROVED BY: Wayne Lutz 1. BAY DOOR- Entrance overhead door of typical fire station. Front support width is based on width of door(10- 14 feet). 2. TRAVERSING ASSEMBLY- Allows a minimum of 18'of side to side motion of VSR rail. 3. FRONT TRAPEZE - Schedule 40 galvanized pipe sized to fit around overhead door.Any span over 14' may require heavier horizontal support due to excess deflection (call PlymoVent technical support team). 4. DOOR SPAN- Ft vertical support around outside dimension of overdead door, allow for a minimum of 1 ' clearance between vertical support (pipe)and door tracking. 5.SPAN OF SUPPORTS- The typical span between front support and back support on a VSR-2018 is approxiametly 12 feet.Any system longer then 20 feet do not exceed 16 feet when spanning supports. 6.25' FLEX ;Ys DUCT Y T I a• �I : r m Plymovent Corporation This drawing has been copyrighted PLYMOVENTI; 375 Raritan Center Pkwy and is the property of Plymovent Corp Edison, NJ 08837 of Edison,NJ and shall not be Vehicle Exhaust Ventilation Apparatus Phone:908-417-0808 disclosed without written consent to Fax:908-417-1818 any 3rd party. i 6/ VSR STACK CONE ADAPTER DESIGN PROCEDURE DATE: 8-30-95 DIVISION: Fires stems TAB: 13-G APPROVED BY: Wayne Lutz 1. VEHICLE STACK COLLAR- Designed to fit over vehicle stack. Installer to provide clamp to attach to exhaust stack. Sizes range from 3 -6 ' diameter. Note: Cone Stack Adapter will be chrome dipped 2. TRANSITION - 3 ' long transition from round to rectantangular slot profile. All seams shall be continuous weld. 3. RAIL ADAPTER - 6 ' high rectangular slot construction designed to fit inside VSR rail. Most applications allow for 3 'of penetration into rail profile. 4. MITER- Special miter tip welded to front and back of cone adapter to smoothly part rubber lips on VSR rail. Elevation View Plan View 2" _ 12-14" T � � I 3' 12-14 " 3-6 " 7T n I >h 6'• 1 3-6" dia. 4 PL"fOVENT; Plymovent Corporation This drawing has been copyrighted 375 Raritan Center Pkwy and is the property of Piymovent Corp Edison,NJ 08837 of Edison,NJ and shall not be Vehlcle Exhaust Ventilation Apparatus Phone:908-417-0808 disclosed without written consent to Fax:908-417-1818 any 3rd party. J