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Home My WebLink About025446 - Construction-Related - Contract - AA Applicators, Inc.� � � � � 1 � Gri"Y S�CRETARY �i�( � ✓ C�'�f��d��fiACT NO . `� � �� ,; 1185 C0�1f FO�: crort cor�►cm�s sot�rr� c�, ✓ c�r�c�urn CRY MANetGER"S OFflCF �MlNEERiN6 DIV. PROJECT M�l��°°� ROOF REPLACEMEl'�TT � 1 i 1 1 � � � -, � � THIRTEEN BLDGS / PKG VO4 CITY OF FORT WORTH THREE LOCATIONS FORT WORTH, TEXAS ��s�� Q� �n� �� I�'�� ":��, `��3. VAUGHN ARCHITECTS PLUS 3550 Hulen * Fort 1North, Texas 76107 * 817/732-5651 � � � � � a � � � a � � � � � � a 0 � � � FROM : CFW BUILDING SERIJICES . . , FROM : I�WUGHf� �P.Ctt: TFCTS P�US Fcbxuary► lz, 199s PHOhE N0. : B17 871 8106 PhUt� hiD. : 6] 7?32�►562 Al7DENDU:V� 1v0. Y � 800F REL'x.ACEMF�I'r 'i'AI�tTF.F.N BUIi�D�l'GS 1 �'K4 VO4 C�'x"X CJF FURT WdR.`iii Feb. 19 1998 01:16PM P5 � . • Feb. i2 i�.'�.8 A:s:1E�Plh P6 Vs�ughn Archite�,x� Plur 3550 �3ule�n 5c. Suite � Fort Worth, Tx. 76147 8i7•732-Sf�51 fax 8i7-'732�OSGL This addcndum fvccros Pz�tt of.Caut�a,�t Y�atvm�nts snci modifi�a bi�d documcs�ta as noted. Aclwowl�#�b rooe�pt with your bid. A. �U%F�16��IGFS 1. A�ch� mic�utcs ot maadstary gr�-biG m�g 42-10-98. (2 �ges}. B. G�AL Noa�. c. � �co �wnv�s �xn s�c�c�,r�coxs I. AA a� of m�stic�ot� moditied roof acar the Aartl:west corner of roof "A'ot1 tha � pz� Shep t�►i Roakwood c�o�aisia�s a c�mall �ount of asbesta5 , sheec A6. �. Rcp�c s]cylight p�els on building �`4I7 at Roc�'oad �otf Gourse� shxt w10. � Addendum Na. i k'ND OF d.DD�lVY3LTNi NO. 1 7-3I-98 9604U-VO4 a .. ___ �� PAGE - 1 � FRO�M : CFW BUILDING SERVICES �, � �x20M . I.MCtlt�,i �f�+2 TECTS pl.i.�s � . PHOhE N�. : 817 671 8106 Feb. 19 1998 01:16PM P6 P►-IDtJE N0. : Bi�ra'2@�''62 Fe�. S2 1398 0i:15f'M P� �200P RfipI.AC�MihI�IT TEiC�tT�SN BU�LAIN(3S / PKCi V(�4 � Cri'Y OF FORT 1�OR'T�i, TE�LA5 YAUC3H� ARCT�TFCTS P�.US � � 3550 HUL'�N SUJI'� E FORT WOR'I�, Y'$XAS 761Q7 (817) 73x-5651 � a PA7� ($i?) 732-0Sb2 FR�fLCT 9604fl F�raaty 1Z, 1998 � . 7he mandatary pz�bid mxsing w�a lteM �e the Brca� Room At Building Scrvices (�r1eY) oa '��sday 02/10/98 and � falloa�#►g wer� fn otoendaace: � . BiIl Maty�k City Fort VYordi (SI?} 871-8�?S ' Gonsttuctloa Mmnager i'ager (817) 99$-0940 O � va hn Arclutects Do� StrlGklsnc! u� Projact�Man�$t.r a� �� s�A� AA App�catArs a � Timmy Deitis �ayd iac. � � SA1 Pree+�an Freeniat� R,00fi�r�g � Jalme Odnzalec M�ttO ROot"u�$ � Y.e�thcr Tcevina ' Steve Snvacs Pp7ra�le ProtectivG Systems � a � 0 o �. � . a PAC�� - i �ax (817j $'Ti-$i�G {817) 732-S6S 1 Fax . (82'7� 732-0562 (2i�, ��-asz� lxagcr (817) 425-f�588 ��x {�14� 637�5447 �$i�>.4M•34�b pager (81� 6347142 PAx (8!'n 477-��t38 (817) 237-2$S2 Fax (817j 237•2Si7 (7S4) 7�5-0144 Pax 1254} 755-6939 (SI� 5'lx-3�50 F�x (61� S'f2 7619 •.►.� ,- O � �. � � � � � a a a a l�i � � � � � � FROM : CFW BUILDING SERVICES FROhi : �JIF1ltC�F-iN AF'� f 1�CT5 i�1J5 PHOhE N0. : 817 871 81@6 Ft�f� PNj. � 81773�2 Thc follnwin� idtrns we�c disccsssed during tht gre-bid aroctis�g: Feb.,19 1998 01:17PM P7 �'eb. :� :99�3 @::If�PM FS 1.) This projoct is ono package of many w come, reptacing raafs frorn the big haii sta�m. Tha buitding numbess ue uud by the city $nd insat�ance c4mpany, peapla at the sftc do nat u�e or hww thc numbcz daslYnations far cha bcnitdings. MBT Participation ia waived far chfs proJect. Z) 3) Don Sttec3d.and wfxic V�ughn At+�t�ite�cts i,� tho point af oont�ct fi�r questivns tluring bidding and will r�riaw sabmittals far the ptojecx. �il1 M�tyscic a+i� T&PW wi11 be �e pc�nt of coata�x dur'sng doastructian- Uoa will c��nsult v►+�th BiII v,hen . equested. The layout of tho documtna waa revIewed. The thirteett bui2ding� ur� �t tttree locatians - Mradowbrook, 2toc1.-wood, and Sye�are Golf Courses. Visit site during oper�tia$ tiourz, theck in �t pro sh�p. 4) A survey 1�as beeu ctt�� aa the roofs for as8estos conrafnin� materials and two sitca �aaro testad posltivc. �'itch pan seaiaut at F�A� seroe� an the Pro Shop s�t Meadowbioolc, mAstic oa d�x wadc �d �n �t of mastic on modi�i roo;f both on the � Pro SKap at Rockwood oo�t� n sma11 atnau:u cf �sbestas. 'i'ha C�ty. by cepara�e caont��ct ��ill havc tiw ACIvt rcmoved in aaajunctian with the reoiuig aparatioruc. �'he raoi'm� contractor will b� �+oapoasible for eovrdinatin� with th� abat�ma�t contractor far seheduling of the r+oofu�� ar� abatemc�t psocBass tct ,naintain a waterdght x+oof. 5) � 7) �tc,ptatx �skYUEb�t pane�a oa building �417 at Rc�ckwaxi Gbif Caur�c. Mapsco Zoc�tion number: �kocicwaoci f3oSE Catsxao �62-N. Note ncw �tandaxds for eity roofs: M-Iactcs a� ta be uaed as waeua venc� �hru the roof aa tcu af M Vt�t� �d M-�Ctui�s a�re io be txsed Et typ�ca2 pxtch � lxations �n 1eu nf M'�'rails. xhe following items were not discussed during tho �Sra-biQ meeting but apply to ci►!.s pro,ject: 1} The bid will bt one lt�mp wco for the who2� paolcage, but tlt� st�co�ssfiti bidd� will b� x�equired ta bizakout tach bUil4it�g ixa. the sc��oduk of values. 'This bs�otti wx�l bC nsed for du pay roquest �►d for tile oity to document for the insur�os oc�snp�ny the co�ts by building. 2) 'trie Fluid App2i� R�ofiag tpecification d� r«�uirr th� app;ic�tor•s cestiiicatioa to t� su$mitaad wiih thc bid. Ei�D OF NIINU'C�5 P�GS-2 4f�0-Yad � � � � I � � � � I � � D � u � Q � � PROJECT MANUAL - For ROOF REPLACEMENT THIRTEEN BUII,DINGS / PKG VO4 CITY OF FORT WORTfi � Three Locations Fort Worth, Texas KENNETH BARR - MAYOR BOB TERRELL - CITY MANAGER Project Manager: TRANSPORTATION AND PUBLIC WORKS 1000 Throckmorton Ft W rth T 76102 . o , exas � Recommend Approval: � ��.�� ' �3'" �� Mike Ma s, E., Chief, Architectural Services Section Approval: 1 I � � �1 � Gary � ve , Su 'ntendent of Building Services Division Expires 7-31-98 Consulting Architect: VAUGHN ARCHITECTS PLUS 3550 Hulen Suite E Ft. Worth, Texas 76107 (81� 732-5651 (81'� 732-0562 Fax Job. Number 96040 Date: January 1998 b �� g l�J TABLE OF CONTENTS � � LJ� � , J � � � � � I!I u L�1 � u� u I�I � BIDDING REQUIREMENTS Notice to Bidders------------------------------------------------------NTB-1 Instructions to Bidders------------------------------------------------ITB-1 thru ITB-3 Proposal-----------------------------------------------------------------P-1 thru P-2 CONTRACT REQUIREMENTS General Conditions----------------------------------------------------GC-1 thru GC-41 Supplementary Condidons--------------------------------------------SC-1 thru SC-9 Wage Rates-------------------------------------------------------------WR-1 thru WR-2 WeatherTable----------------------------------------------------------WT-1 Construction Contract-------------------------------------------------C-1 thru C-2 Performance Bond-----------------------------------------------------Form (2 pages) Payment Bond----------------------------------------------------------Form (2 pages) Certificate of Insurance---------------------------------- Form 1 a e ------------- � P g ) Experience Record-----------------------------------------------------Form (1 page) List of Proposed Subcontractors and Material---------------------Form (1 page) � Compliance with Workers' Compensation-------------------------Form (1 page) DIVISION 1- NONB IN THIS PROJECT DIVISION 2 - SITEWORK 02072 - Minor Demolition and Renovation Work DIVISION 3 THRU 6- NONE IN THIS PROJECT 1 thru 4 DIVISION 7- TI�RMAL AND MOISTURE PROTECTION 07310 - Asphalt Shingles---------------------------------------------1 thru 4 07410 - Manufactured Roof Panels---------------------------------1 thru 4 07525 - Modified Bitumen Sheet Roofing-------------------------1 thru 10 07560 - Fluid-Applied Roofing-------------------------------------1 thru 6 07600 - Sheet Metal Work ------------------------------------------1 thru 5 07951 - Caulldng and Sealants--------------------------------------1 thru 2 DIVISION 8 THIZU 16 - NONE IN THIS PROJECT DRAWIlVGS - Refer to Index of Drawings--------------------------------ID-1 Exaires 7-31-98 TC - 1 PKG VO4 � j /-Z�/ � � I� u � � L�I L�J LJ i� � � � Lf � I�J � � ��i L�J � NOTiCE TO BIDDERS Sealed bids for Roof Replacement, Thirteen Buildings / Pkg VO4, Three Locations, Fort Worth, will be received at the Purchasing O�ce, City of Fort Worth, 1000 "f'hrockmorton, Fort Worth, 76102, until 1:30 P.M., Thursday, February 26,1998, and will be opened and publicly read aloud approbmately thirly minutes later in the Council Chambers. A Mandatory Pre-Bid Conference will be held at 10:30 AM, Tuesday, February 10,1997, in Conference Room of Building Services Division, Ciry of Fort Worth, 3409 Harley Avenue. Project consists of replacing approximately 96 squares of roofing with modified bitumen APP roof system (NDL, Total System, 20 year Warranty) equal to U.S.Intec, approximately 107 squares of asphalt shingle roofing, approximately 21 squares of standing seam metal roofing, approximately 30 squares of R-Panel Metal Roofing and approximately 124 squares of elastomeric roof system. Contractors required to provide written proof of Manufacturer's approved applicators status for required warranty. Submit certification with bid. � Contractors will be required to post Payment and Performance Bonds and provide Contractors General Liability and Statutory Workers Compensation coverage. Project Manual for this project will be available at the Department of Engineering Plans Desk, City Hall, in return for a$50 deposit. For additional information contact Don Strickland, Vaughn Architects Plus, (81 � 732-5651. � Advertisement: January 29, 1998 February 05, 1998 �- : 1 � L�l � � � � u l�l L�! [NSTRUCYIONS TO BtDDERS 1. PROPOSAL REQUIREMENTS: The following requirements are considered in judging the responsiveness of a Proposal: • The Proposat Form provided in the Project Manual must be used. Do not remove the proposal form from the Project Manual • Entries on the Proposal Form may be handwritten ortyped • ff contract duration is not specified, it must be written in • All Adciendums must be acknowledged on the Proposai Form • The Proposal must be signed by a Principal • A bid deposit of 5% must be enclosed. This can be in the form of a cashiers check orstandard bid bond. Personal checks are not acceptable. Note Project Name on the check or bid bond. � 2. BID SECURITY: Cashiers check or an acceptable bidder's bond payable to the City of Fort Worth, in an amount of five (5) per cent of the bid submitted. The Bid Security must accompany the bid and is subject to forfeit fin the event the successful bidder fails to execute the contract documents within ten (10) days after the contract has been awarded. T�e Bid Security shall be included in the envelope containing the bid proposal. Failure to submit the Bid Security will result in the proposal not being considered for this project. Bidder's bond will be returned if the City fails to award the contract within 49 calendar days of receipt of bids, unless an extension is agreed to by the Bidder. 3. PAYMENT BOND AND PERFORMANCE BONQ: The successful bidder entering into a � contract for the work will be required to give the City surety in a sum equal to the amount of the contract awarded. In this connection, the successful bidder shall be required to furnish a performance bond as well as a payment bond, both in a sum equal to the amount of the contract awarded. The forrn of the bond shall be as herein provided and the surety shall be acceptable to the City. AII bonds a fumished hereunder shall meet tt�e requirements of Article 5160 of the Revised Civil Statutes of Texas, as amended. u � � C, �J I■ �� L!J In order for a surety to be acceptable to the City, (1) the name of the surety shall be included on the current U. S. Treasury List of Acceptable Sureties (Circular 870), or (2) the surety must have capital and surplus equal to ten times the amount of the bond. The surety must be licensed to do business in the state of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list or one-tenth of the total capital and surplus. If reinsurance is required, the company writing the reinsurance must be authorized, accredited or trusteed to do business in Texas. No sureties will be accepted by the City which 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 Ciry. If the total contract price is $25,000 or less, payment to the contractor shall be made in one lump sum. Payment shall not be made for a period of 45 calendar days from the date the work has been competed and accepted by the City. If the contract is in excess of $25,000, a Payment Bond shall be executed, in the amount of the contract, solely for the protection of all claimants supplying labor and materials in the prosecution of the work. 1 /27/98 I1B - ] IiJ � l�J f �J � If the contract amount is in excess of $100,�00, a Pertormance Bond shall be executed, in the amount of the contract, conditioned on the faithful performance of the work in accordance with the plans, speafication, and contract documents. Said bond shall be solely for the protection of the City of Fort Worth. 4. BOND SURETY: Preferred sureties for bonds required for the project are included on the current U. S. Department of the Treasury - Fiscal Service list of companies holding certificates of authority as acceptable sureties on federal bonds and as acceptable reinsuring companies (Circular 570); and, the limit of a bond written by any one acceptable company shall not exceed the amount shown on the Treasury list for that company. Surety must be admitted to do business in the state and have capital and surplus equal to ten times � the limit of the bond or any amount in excess of the ten percent limit must be reinsured by a company or companies duly authorized, accredited or trusteed to do business in this state. Should any surety for the contracted project be determined unsatisfactory at any time during Project. The Contractor shall immediately provide a new surety bond satisfactory to the City. � u ,� � � I�, No sureties will be accepted by the Owner which are at the time in default o� delinquent on any bonds or which are interested in any litigation against the owner. All bonds shall be made on the forms fumished bythe Owner, and shall be executed by an approved surety company doing business in the City of Fort Worth, Texas, and which is acceptable to the owner. Each bond shall be properly executed by both the Contractor and Surety Company. 5. PRE-BID SITE INVESTIGATION: Prior to filing a bid, the bidder shall examine the site(s) of the work and the details of the requirements set out in these specifications to satisfy himself as to the conditions which will be encountered relating to the character, quality, and quantity of the work to be performed and materials and equipment required. The filing of a bid by the bidder shall be considered evidence that he has complied with these requirements. 6. AMBIGUfTY: In case of ambiguiry or lack of cleamess in stating prices in the proposal, the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the proposal. 7. WAGE RATES: Not less than the prevailing wage rates established by the City of Fort Worfh, Texas, and set forth in Contract Documents, must be paid on this project. 8. POST BID - PREAWARD SUBMITTALS: Bidders will be required to submit the following � information to the Project Manager within five business days subsequent to bid opening (Normally Thursday following a Thursday bid opening) in order to assist City staff in determining the Contractor's capability of performing the work and in meeting City contract requirements: u �� L�I Experience Record Proposed Subcontractors and Equipment Assurance of Insurability for Workers Compensation Insurance 9. PROPOSED SUBCONTRACTORS AND EQUIPMENT: Acceptance of the bid in no way requires the City to accept the qualifications of the subcontractors or the equipment selection. The Subcontractor and Proposed Equipment lists are for use by the City in preparing recommendations for award of the contract. The Contractor must provide the equipment and use subcontractors listed unless requested or allowed to substitute by the City. 1/27/98 ITB-2 � L■J 10. DISCREPANCIES AND ADDENDA: Q Should a bidder find any discrepanaes i� the drawings and specifications, or should he be in doubt as to their meaning, he shall notify thc City at once and, if required, the City wili then prepare a written addendum which will be available to all Bidders at the Plans Desk or piace designated for distribution of Bid Documents by the Notice to Bidders. The Contractor is responsible for determining if addendums � are availabie and fo� securing copies prior to submitting a proposal. Oral instructions or decisions, unless confirmed by addenda will not be considered valid, Isgal or binding. No extras will be authorized because of failure of the contractor to include work called for in the addenda. � I�1 Bidder must acknowledge addenda in the Proposal. Failure to acknowledge addenda will cause Proposal to be ruled non-responsive. 11. MINORITY/1NOMENS BUSINESS �NTERPRISE (M/WBE): WAIVED 12. WORKERS COMPENSATION INSURANCE: Bidders will be required to demonstrate that � coverage is in effect at time of Award of Contract. Sample Certificate of Insurance, or other proof that Workers Compensation Insurance v�rill be obtained, must be submitted within five working days of bid opening in order to be considered for award. l�l L1 13. TAXES: Equipment and materials not consumed by or incorporated into the work are subject to State sales taxes under House Bill 11, enacted August 15, 1991. 14. PERMITS: Contractor shall apply for all City of Fort Worth Permits and for any other permits required bytt►is project City of Fort Worth Permit fees are waived. Separate permits will be required for each work location. � 15. CONTRACT DURATION: Time is of the essence. City will evaluate the bids based upon construction cost and stated bid period of time for construction. Where time is proposed by the Bidder, tt�e City will evaluate the Citys program needs in determining the acceptability of the proposed contract � duration. The City reserves the right to award the contract upon those terms considered by the City to be in its best interests. Esl � � � � L�J L#J 16. PLAN DEPOSIT: � The City will deposit plan deposit checks to its account two weeks following receipt of bids. Plar�s must be returned by all except the apparent low bidder prior to that time. Contractor forfeits his d�posit after that time. 17. ADJUSTMENT OF q��UANTITIES: Where unit prices and estimated quantities are used to compute the contract amount �he Owner may increase the quantities by an amount that is 20% of the total cost for that section. Unit prices for adjustments to unit quantities in excess to 20% may be negotiated at the request of either party. I 18. MANUFACTURER'S I�EFERENCE: Catalog, brand names, and manufacturer's references are descriptive, not restrictive. �Bids on brands of like nature and quality will be considered. If bidding other than reference specifica 'ons, the bid must show manufacturer, model numbers, and complete technica( descriptions. For all ' ems other than reference specifications and equivalent products listed in each section, a full size sam le will be required for review at a Fort Worth location within 14 calendar days of receipt of bid. � � 00000 I I 1/27/98 ITB-3 � � I� a T0: �� L■J L�J L�J i� � L�J u � J � PROPOSAL DO NOT REMOVE FROM PROJECT MANUAL MR. BOB TERRELL CI7Y MANAGER CITY OF FORT WORTH, TEXAS FOR: ROOF REPIACEMENT iHIRTEEN BUILDINGS / PKG VO4 THRE� LOCA710NS, FORT WORTH Pursuant to the foregoing "Notice to Bidders," the undersigned has thoroughiy examined the pians, speciflca�ons and the sfte, understands the amount of work to be done, and hereby proposes to do atl the wo�ic and furnish all labor, equipment and materials necessary to fully complete all the work as providecf in the p(ans and specifications, and subject to the inspection and approval of the Director of,Transportation and Public Works of the City of Fort Worth. Upon acceptance of this Proposal by the City Council, the bidder is bound to execute a contract and, if the conVact amount exceeds $25,000.00, furnish Pertormance and Payment Bonds approved by the City of Fort Worth for performing and completing the Work within the time stated and for the following sum, to wit: I�ESCRiPTION OF ITEMS �ID SUMS WRITTEN IN WORDS Roof Replacement, Thirteen Buildings / Pkg VO4 Three Locations. ONE HiJNDRED FORTY—NINE THOUSAND NINE HUNDRED NIT]ETY—EIGHT AND 50/100 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Dof(ars/LS The undersigned agrees to complete the Work within after the date of Notice to Proceed. $ 149.998.50 y� 9� (write in if blank) calendar days The City reserves the right to accept or reject any and all bids or �any combination thereof proposed for the above work. ' The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors or employment agency in e'ither furnishing vr referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance 7278 as amended by City Ordinance 7400 (Fort Worth Ciry Code Section 13A-2'f through 13A-29). Residency of Bidders: The 9 985 Session of the Texas Legislature passed house Bill 620 relative to the award of contracts to non-resident bidders. The law provides that, in order to be awarded a contract as low bidder, non-resident bidders (out of state contractors whose corporate offices or ptincipal place of business are outside of the State of Texas) that bid projects for construction, improvements, supplies or senrices in Texas at an amount lower than the lowest Texas resident bidder bythe same amount that Texas resident bidder would be required to underbid a non-resident bidder in order to obtain a comparable contract in the state in which the nor�-residenYs principal place of business is located. The appropriate blanks in Section A must be filled out by ail non-resident bidders in order for your bid to meet specifications. The failure of out of state or non-resident bidders Failure to complete the forms may disqualify that bidder. Resident bidders must check the box in Section B. P-1 � � 0 C Li i+i� ' �� i � � I � � t ;1 �� U � ..r�. � .�: � , � `� � ��; � , LI Non-resident vendors in (give state), our principai place of business, are required to be percent lower than resident bldders by state law. LI Non-resident vendors in (give state), are not required to underbid resident bidders. �� Our principal place of business or corporate offices are in the State of Texas. Within ten (10) days of receipt of notice of acceptance of this bid, the successful bidder will execute the formal contract and will deliver an approved Surety Bond for the faithful performance of this contact. The attached deposit check in the sum of $7, 500. 00 Dollars ($_� is to become the properiy of the City of Fort Worth, Texas, or the attached Bidder's Bond is to be forfeited in the event the contract and bond are not executed within the time set forth, as liquidated damages for delay and additional work caused thereby. MINORITY/WOMENS BUSINESS ENTERPRISE (M/WBE): Waived Respectfuliy submitted, AA APPLI TO�.S IAIC . Co p ny N e � By: Signa ure KURT..=KINDIG Printed Name of Principal Address: P.O. BOX 780469 Street DALLAS, TEXAS City Phone: (214) 637-4927 (Sean Date: � " �- G ' 9� 0 PRESIDENT Title 75378-0469 Zip . Fax: ( 214 ) 63,7-5447 Receipt is acknowledged of the following addenda: Addendum No.1: X Addendum No. 3: Addendum No. 2: Addendum No. 4: P-2 a •-�1�� i 1' ' �er�. r. � �7� .� ( � . f.. i rr �,.�.+� �� i� � . � � .f,. y ��.�� N� { �t;:.id „'lt. r1 �+a �"iiA ! �k s+'?i �� i �� !i N� i r �� 1 . , . q� '.i ',�� • � l� � i nt � na, ��l 't � ��. � .ql� ri .� a 'I .� i i tt•. ��. � a i �:i;:. �tei� �. i.�{3 `1t�'� ('�+.�! y� 1� � r; W �i� 1 M► �, � 'a✓ ��u � . ��; V1' '. ��ri i � i�fJ � r/ ..�Yi � i. �v.. �, . , � ,(� �, „ ��p� ',, � „ �,,,, . �„ �j.� ,,� „��F,��,��1�Q r• I�_ � "..��.a:l.ii;�?�e.� �,+Ci.il..,�..f:�,....cL:a�h4.:...�lh3`�...�' :;iV� «,,`..1� , � �« f�iu��'a'�.�'%44� 4d w_ F��Y�:1.�s'�r�.lQ.., ,`��'c,��' "� 4 + y , � .5:{iii ��i � ,l�i!��.�t� �.i � �"�'t'� ' . 116 9 ai �� ,�t"s�� Certificate No. :,".�. ,�" I :Y�:.'. �2 �� ;�R�` �$.��I I � � ,. ��s#y�:��.�� - Cert�f�cate � ��£i',i,�;µr.•� '.iyt�i.�a., " �'�1 '�w�"+�uF'`"�i O 1 • � ��y��', � . e �^�,r . F� �'" ■ � �:::,�<<r .:, Merit - � 4 ti:;E:; '��; � . <<�� `^1� j i:B;•.� )r��!,�%'� , �#`�@i��'• :ii �"``j`:Y$��" , . May it be known that . ' ��;r� � 0 � � a � 0 � ' � � � � BILL BRADY, JR. with ,AA APPLICATORS, INC. has been approved by U. S. Intec, Inc. to be a certified applicator of Brai modified bitumen roofing membrane systems. ,_ Presented this 3 0 th day of September 19 8 3 � Vice Presi t of Technica Services PAUL GRAHAM Instructor Card No. �� , ° May It Be Known That r�: yr ) �+t� �+$�'�' x � �:,�,��'�` r ` '`�� '� ATfIRS� rN� � t AA APPI TC `;i� � ;{; M , j . � � ,'l, , ,� >�� , is a member in good standing ! `� a ' `' ' + � '; : � ' "; � �` �� "_ : � of the Intec Platinum Club of U.S. Intec, Inc. .t� /.�rY..i 1�� '� �A�.. , ....S.u��r '.�'��.. r.. '�`. vi�.�:� � . :�:.:..,��_......._. �__ ,�.._._____.. - - : li/:�6 11I:�8 . Valid Dates � thru . `, __. __ _�.. �_ __._.��__.. 1J , . LJ , . � �' � a� 0 � � � �' � � , . � � a a a O m � . ,. Ftbreurq ,�0, 1998 . ' . �� 0 . Mr. ICnrt Kiudi g - M Appl�cators 2632, (�flc I3iu Rosd D�al}as, TX 733�18�0469 �: a�y o��c w�n �o;�r� - Aear Mr. Kiudig, . Thc intertt of tt�ia k,ucr ie to cluifp tAat AA Agplicatora is a Thctino P�rticipsting Applicarnt. Th�w cooi'ing systcros onmpletod bg' M Appli�catcus to the projecx and Tharrnn spocificatianc, tlu most suingcnt waild apply. are eligible foi rm�nuficpuv's wnrr�u►tie�. .. ltyon shauld t�avc anY 4�� P�� fre,� W cant�ct me at (SAO) 882•7007. Sincerely, � � � M�tct . Waddiu� C3I T ral MaAsgct CC: Gorrespondtnce Filts Gootgt 8ir Wcstcrn 12�gion�l S�les�ManaS�er ,. •. �,.n» �, � �rn.rn,o �nr�. c�+�,.ny. �.�. Corporete Otilces; 401 E. Rny Rd. • Cf�ndigr, AZ 85225 • Oftice: (6Q2) 821-8584 •(800j a82-7007 • FAX: (602) 821-9p4i Eastom Sales Off►ces: P. b. 8ox 81870 • RoCheSter,1u11 d8308-1670 - Office: (810) 853-3161 •(8()Oj qq5-985fi • FAX: (S�0} 853�171 z0 3�t1d �II21fIl��fWtJW OW2l3H.L ��[ti@6-'LZ8-Z09 6z�iT 86bt/0ZEZ0 � E�� L�J ��J '�J � � � a � GENERAL CONDITIONS OF TNE CONTRACT FOR CONSTRUCTION SECTION A DEFINITIONS, PROCEDURES A21D INTERPRETATIONS A—l- Contract Documents. By the term Contract I3ocumentc is mesat all of the uritt�n and dra�an documenta setting forth or affecting the rights of the parties, including but not necessarily being limited to, the• Contract� Notice to Bidders, Proposal, Ceneral Conditions'� Specisi Conditions� Specifications. Plans� Bonds and ell Addenda, Amendments signed by eIl Parties, Chsnge Orders � crritten Iaterpretations issued by the Architect pursusnt to Paragraph A-2 and any vritten Order for a minor change in the uork issued �ursuant to Para,graph L-3 hereof. A-2 Entire ARreement. The Contract Documents represent the entire agree- ment between Lhe Partie`s, and no prior or contemporaneous, oral or Written agreements� instruments or.negotiations shall be construed as altering tMe terms and effects of the Contract Documents. After being executed, the Contract 'Documenis can be changed only by a srritten Amendment �igned by�the Contractor and the�Owner, or Change Order, or by a�rritten Order for � minor change issued by the Architect� as set out in Section L hereto. �' � � A-3 uork. By the�term S1ork°Ys meant all labor, supe�vision, materigls aad equipment necessary to be.used or iacorporated in order to�produce the construction required by tiie Contract Documents. �. a��... . � ' � � . � � � � o �. . . ... � . A-4 Execution of the Contract Documents. The Contract Documents shall be � executed in six origiaals by the Contractor and the Oc�mer ia such'fo�a as may'be prescribed bp IaW.� • . A-S Familiarity With Proposed �?ork. Before fil.ing a bid, .the bidder � shall � , examiae �carefullq .�the pro,posal�, �pla.ns;` specificati�ons,' special :,pro-, visioas, �and �� the � form of �contract to be� entered into �for the aork contemplated. He shall �xamiAe�the site of �rork and satisfy himself as to the conditioas�Which will be encountered relating to the character, quality and quantitq 'of � wo�rk to .be performed and �materials to bc �furnished.. The filing of a bid by the bidder shall be considered evidence that he has complied �ith these requiremeats and has accepted the s�,te.as suitable for the aork. • ' .Claims for additioaal compensdtioa due to variatioAs,betweea coa- ditions actually eacountered.ia construction,snd as'indicated by the plans �rill not 'be allowed. ' � � A-b One .Unified •Contract. Iasofar�as possible, the Coatrect Documentz �rill be bound�tbgether and executed as a siagle unified Contract, the intentioa of �the Cout�acE Documeats being to provide.for a11 labor, supervision, materisls� equfpment ead other items neces'sarq�for the proper execution and completion of the Work. Kords which have well recognized�technical or trade meaniugs�are used herein in accordance aith such recognized meanings. REVIS£D 9/30/87 �u� � o� 1994 ��_,. r , ? A-7 Divis�On pf uork.. The arrangement of Ora�cings and/or Specifications into Oivisions, Sections, Articles, or other Subdivisions shall �ot be bi�Qiny upo� the contractor in dividing the'work amo�g Subcontracto�s or Trades. A-8 Jn�er�retations. The A�chitect �ri�1 fu�nish such Iate�pretations of the Plans and Specifications as may be necessa�y for the proper executio� or progress of the work. Such Int�erpretations shall be furnished at the insta�ce of Lhe Architect or at the ,request of the Cont�actor, or Owner, and �rili be issueC with �easonable promptness and at such times and in accordance with such schedule as may be ag�eeG up��. Such Interpretations shall �be consistent with the �urposes and i�tent of the Pians and Specifications and may be effected by field Or4e�. In the event of any Qispute between any of the pa�ties to the Cont�act and the Architect or each. other involving the inte�pretation of the Contract Oocuments, the evaluation of work or maLe�ials pe�formed o� furnished by the A�chi=tect Cont�actor, or any subcont�actor or materialma�, or involving any question of fault or liability of any pa�ty, the decision of the Owner shall be final and binQing. In the �vent of ir�consistency in the co�tract do'cuments, the followiag sequence fo� interp�etation shall be used in orGe� of� p�ecede�ce: Change O�de�s a�d/or Fie1d.0�ders (by date of issuancej; Adde�da (by date of issuance); Drawings; Notes a�d dimensions on Ora�rings; Technica,l Specifications; Specia7 P�ovisions; Supplementary General Conditions; Generaj Gonditions; and; Const�uction.Contract. A-9 Cooies of Worki�a OrawinQs and SQecifir.ations. 7he Architect 'will furnish to Contractor free of cha�ge 15 sets of wor�ki�g O�arrings, and 15 sets of Specificat�ons. Cont�actor shail pay �he cost of �eproQuction for alt other copies of Dra�rings and Specifications�fv�nished to him. . �� A11 D�awings, Spec�ificatioRs and copies thereof fu��ished by �the O�mer or Lhe Architect are and shall remain the property of Lhe Owne�. They a�e �ot .to be used an any oiher p�oject and,. with the exception of one Contract set for each. Party to the Coc�tract; are . t�• b� . retur�ed �o the� O�mer or� req�uest ' at tbe completion of��the �cork. � . . . � � .� � � .� .� A-10 p_i�adv�nta4ed Businecs Ent�.rorisP 'P�licv. The City of Eort Ko�th has goats fo� the pa�ti�ipa�ion of disadvantaged busi�ess �enLerprise in City co�tracts. Com�liance with the poiicies desig�ed to meet these goais �is mandatory ,i� order to be considered responsive bidders. Trie City policy and procedures to be follo�red in submitting bid�s is ��cluded as Aitachment A to � the �proposa�. Section af ti�ese Contract aocuments. SECTIOH 8 IOENTITY 0� ARCfiITECT 8-1 put;iP� of �t,hP� �hitpc:t. the ArchiteGt in this .Contract •shal} be � . As used herei�, the term Architect means t�e A�chitect o� his authorized representative. Hath°ing contained i� these � L'J L] � � � t"l � LJ LJ � � � �L-"J L'�' L" � � �rG -2- . � � " JUt� �2 0 199d � � IiJ �� L�J L=] I� � � � � L�1 � � � L;J 0 � � Contract 'Documenta shall'�"��z`t��.e any privicy' of rContrect betveen tihe Archicect end the Contrector. E-� Architect as Rcprta�ntat`ive of the Ovner. The Arrhittct will pTovide g�neral administration of the Contract on behalf of the Ovner �d vill have authority to act aa the r�prt��entative of the Owner to the extent provid�d in the Contraci Docum�nt� unlec� cha�ged in vriting by the Ovner. liie Architect vi�l be available for confuence`� and con- sultationt vith the Ovner or the Contractor at all reaeonable time:. B-3 Access to Job Site. Tt�e Architect •hall at all timee have nececs to th� Wozk vhen ever it ie in preparation and progr�es. 2t►e Contractor shall provide facilities for such ecce�a ao the Arc"hitect may perform ita aasigned functiona under Lhe Contract Docwnente. The Architect will make periodic visit: to the Site to familiarizt himself with the progress and quality �f the vork aad to deter�aine if the Work is proceeding in accordance vith the Contract documentt. On the basis of on-site observations� the Architect will keep the Ovner informed of the progrecs of the Work and vill endeavor to guard the O�mer against defecta and deficiencies in the Kork of the Contractor. Based u pon s uch observat�ions a�nd the Contrector't nppl�cations for payments, the Architect vill make d'eterminationc and recommendation: concerning the asnounLs ouing to the Contractor and �rill issue certificates for payment amountt in accordance vith the �provision: of Paragraph I-4. '" � B-4 Interpretations. fie Architect aill be� in the first instat�ce,.ihe interpreter of the requirements of the Plans nnd Specificniions and the judge of the performance thereun3er by Lhe Contractor� subject to the final decision of the Ovraer. The Architect'� deci�iont in matters relatiag to srtiotic effect vill b� final if consisttnt vith the inteat of the Contract �ocuroents.� � B-S Authorit�+ to Stop uork. Iiie Archicec[ vill have authority to �reject vork �*hich does not conform to the Plans end Specificationi. In addition, whenever, in �i�s reasonable opinion, the Architect consider: �it necessary or a,dvirabla ia order to ins,ure the proper realization of the intent, of th� Plans and.Specificatioas� the Architect xill bave authority to .reqvire the Coatractor t,o stop the Kork or any portion �thereof, or to require •pecial inipection or testing of the uork js provided in Pnragraph G-8 vhether or not suct� �Iork be th�n fabricated� in6talled or completed. _� . E-6 ifiscellancour Dutiee�of Arcbiteet. Shop DravinRe. Ihe Azchitect Will rtviea Shop Drevinga and-Samples as provided ia Sect ion D. 'i\ro copies of each approved Shop DraWing and eubmittals Will be provided to the Osrner by the Architect. Chan e Ordera. Change Orderi and Order: fo� Hinor t� anges ia the Work wil-l�e iasued -by the Ouner Lhrough the Architect in accordance tirith the provi�ioas of Sectidn L. � �' �G-3 JUK 2 0,� 1994 � (�erenteea. T�e Architect (�eranteec and plction of the copies of each each .guarantte vill receive on behalf of the Ovner all <vritten related documentc requized of the Contractor. IIpon com- pro}ect the coatr�ccor •hall provide the Architect five guaren[ee. TT�e .Architect vill provide three copie� of to the Ovntr. In6pectiont. The Archittct will c�ndurt inspectionc for the purpose of determining and making his recommendationi concerning the datei of subatantial compl�iion end finnl completion. . Operetion and ?Saintenance Mnnu•al�. The Architect vill r�ceive on behalf of the Ovner, aix copiea of all ,applicable equipment inatallation, operation, end maintenence brochures and maauals �required of the Contrac.tor. Zhe ArchitecL vill provide three copies of t�is informdtion to the oWner. B-7 Termination• of the Architect. In caee of the terminntion of the employment of the Architect by tfie Ovner, the Otimer shall eiLher assume the duties of .tht Architect through th� Director of the Department •of Transpor.tation and Public Korki, or ahall appoint a successor Architect agai•nst ahom the Contractor maket no reasonable objec[ion. SECTI031 C C�I1t`�:� C-1 Iden"tification. By the term O�mer i: �meant the City of. Fort uorth �cting herein by its duly authori�zed zepr�se�catixec in Lhe menner� provided by.1:W. Authorized repre:entativcs°include the City Hsn:ger, hsaistant •City Hanager, the Director �aad �CilitiAC Director of. ?ransportation �nnd Pvblic �Work: and �emberi of the Consiruction EngineerinR Division. Cenerally cpeaking a.•detignated representetive Will be identified _from Within the Consiructioa EngineerinR Division to act �.as e point oi contact for day to d:y contract administratioa. , C-2 Dutier of the O�mer. The Ovnez �hall furnith survey� de:cribing the phy�ical characteristics,� legal limit: snd utilitY locations for the site of � the Work; provided, •hotir�ver� that the Contractar hereby covenant�. that h� has iaspected the premi�es �and fuailiariud bimself thereWith and that the locntion: of utilities and othtr.obctacles to the proaecution of the ��Tork sa shoxn oa the. Ouner'• surver are • for infor,matioa onlq� �are �ot b"indiAg upoa the O�mer� and the Osmer shall not incur any liabiltp for lo:s �or aamage bq virtue of iny inaccuracies or deficienciee in tuch surveys.' 1he O�ruer s'hall s�cure and pay for.title to the site and all necer:ary permanent or con�truction e:seraents. The O�mer vill cooper�te with tht Contractor in the pro:ecution of the L7ork iA iuch manner ind to :uch extent aa may be reaaoaeble and sh a21 furnith information uad�= its control uitfi rea:oneble promptuea� •t the requeet of the 'Contractor. �G-� �uN 2 0�� a � �._ � �� LJ � � L�J � u � � �� C-3 Instructions. 'liie 04mer ahall icsue ill inatruction� to the Contrac tor �hrough the Arct��,�ec,t . ,. � y- . :s r 'i. C-4 Access to Job Site. Ttie Ow,ner ehall at all [imes have ncceae to th� Nork vhenever it ia in preparatioa and progress. The Contractor ehall provide facilitie• for such acce�s •o the Owner may perform its assigned functions �uader Che Contract Documenta. . • C-5 Pro recs Inspectiona. 1�e O�ner �ri�l make periodic vi:it�.. to the Site to �amilinrize himself vith the progreca and quality of the Work nnd to deter�nine if the work is proceeding in accordance �rith the Coatract docuraenta�. On the basis of oa-tite bbservation: aad reports provided bq the Architeet concernin°g the progre�s. and quality of the �rk, the O�r�ner �rill approve and authorize the Contractor'a applicatione for paymente in amounts accord.ing to the provisions of Paragriph I-4. C-6 Authority to Stop Work. The O�mer �rill have authoritq to reject•work which does not conforsn to the Plana •nd Specifica[iona. Khenever� in its reasonable opinion, the Ovner considers it necessary or advicable ia order to insure the proper realization of the int�nt of the Plans � and Specifications, the Ozm er .�rill have authority [o requ�re the Contractor to stop the Work or any por[ion thereof, or to require special inspect.ion or testing of the S�lork as provided in Par�graph C-8 �rhether or not such �?ork pe then fabricated, installed or completed. C-7 Substantial Completion Inspection. Upon agreement of the Contractor and Architect tfia[ the Kdrk is substantislly canplete� the Ocmer crill schedule a Substantial Completion Inspection to be conducted by the Architect and attended by representatives of the Architect, O�mer and Coatractor. Items �rhich are identified during this inspection as beiag inco�nplete, defective or deficie�nt st�all be incorporated into a punch list to be prepared by the Architect and attached to the AIA doc �aent C104, Which is to b e prepared and signed by the Archit�ct, agreed to a.nd signed bp the Contractor� and accepted� approved aad signed by the� Q�fAEr. QY�4i t.0 t}i'P ren»o�t f�c ,r Q r; nn ;.�� w�rEi�B�e-E�z—,Qvs�-�vE` ., t as,. n_� t�� _ . SECTIOK D COKTRACTOR D-1 Identification. The Contractor it the .person or organization � idencified as such io Ythe Contract. 1he term Contrac[or meane the Contractor ar hia authorized representetive. �� L"!J �� D-2 Reviev of Contract Documents. 1i7e Contractor shall carefully stndy :and cocnpare the Agreement, Conditiona of the Contract� Drg�rings, Specifications, Addenda and .modificationc and shall at once report to the Ouner and to the Architect any error� inconsistencq or ocni.ssion,t�e may diccover. 1�e Contractor shall do no Work Kithout Dracring's, Specificntione or Interpretations. D-3 Su�ervision. 1� e Contractor shall supervise end direct the Work, using his b�st ekill and attention. Ae shall be solely responsible for � � GC-S �� -� �-q � �u� 2 0 �s�4 ��3�� m D-3 all construction means, methods, techniques, sequence.'s and procedures and for coordinating all portions of the Work uncier the Contrect Documents. D-4 Labor end Materials. Unless othe rwis�e specifically noted� the Contrnctor shall provide and paq for nll labor. materials� equipment� tools, construction equipment and machinerT, �reter. heat� utilities� transportation and other facilities and services necessery for the proper execution and completion,of the Work. The successful low bidder will use ita reasonable best effortc to hire local laborers� workmen�and materialmen. The°genera'1 conditior. i: not to be constructed as limiting the right of any `bidder to emplo7ee laborers� �rorkmen or mnterialmen from outside local area. The Contractor shall.nt_all times enforce strict' ciiscipline and good order a.mong his employees. and shall not employ on the i7ork any unfit persbn or anyone'not skilled in the task nssigned to him. D-S PrevdilinR Was�e Rate. The Contractor �agrees to paq not less thdn the generdl prewailing rate of per diem wages for trTork of a similar character in t#�e locality in Whfch the �uork is perfozzned� and not less than the general prevailing wage of per diem wages for d legal holidaq and overtime work� to alI laborers. workmen and mechanics employed on the Xork.under this Contract. The Contractor ngrees to pay at least the minimum �rage per hour for all labor as the same is classified and set out bq the City of Fort Worth� Texas, a copq of which is attached hereto and made �a part hereof the same ns if it were copies verbatim herein. D-6 Wa�rantv. The Contractor r.rarrants to the Owner and the Archit�ect that� all materials and equipment �urnished under this Contract Will be aeu unless otherwise specified, and that nll work vrill be of good qualitp� free from faults and defects, and in confozzaance with the� Contract Documeiits. All �rork. not so confo�ing to • these� standards map be considered defective. �.If required �bp .the �Architect , or :the��.Owaer� the Contractor zhall furnish satisfactory evidence �as to the ' kind 'and qualitj► '�of taateria2s � nnd equipment. � � � � . . The warrantq� provided in this Section shall be ia nddi.tion to and not in limitation of anq �other warrantq or remedy provided by law or the CoAtzact �Documents. � • D-7r axe . The �ontractor is exempt from Limited Sales� Excise and use Taz. D-8 L�censes. Not�ces and Fees. The Contractor �shall obtain, alI Perm3.ts� . Liceases� Certificates� and Iaspections, whether permaneat or temporarp, . required by lax or these Contra�ct Docunaents. Ho permit feer sha12 be required for this work. • The Contractor shall give all. Notices and con�plq aith all LaWg, Ordin�aces� Rules� Regulations and Orders of any public authority �"6 ,fUN "2 0 1994 Rev. 4-90 � I�"' � L] � L] � ILJ � L"J � � � u � f_;1 � O � beering on the performance of the uork. If [he Contractor obscrvei or becomes �vare Lhat �ih�g'o'��the Contract Documeots are at variance therevich ia tny reapect� he ahall promptlq notifq the Architecc in �rriting and any nec�:�ary change� vill be m�de at provid�d in paragraph A-2. If the Contractor� performs any Kork knoving that it ic in violation of� or contrary to, any of •.uch "Lav�� Statute�� Ct�irtcr� Ordinence:, Order� or Directive:, or Rtguletioni vithout furniihing 1Zotice to the Architect� the Contractor will :a�ume full• rec- ponsibility therefor and bear all co�t� attributable thereto. D-9 Cnsh Al1oW�ncet. It�e Contr�ctor �hall include in the Contract Sum all allovances •tated in the Contr�et Docuroenta. 1� ese allouanceo �hell cover the net cost of the materi�l� and �eqnipment deliv�red and un- loaded at the site, nnd all app2icable taxe�. The Contractor's handl- ing costs on the sit�, labor, installation cocts� overhead, profit and other expenses cont�mplated for the original allovance ahall be in- cluded in Lhe Contract Sum and nat ia the allouance. Y�e Contractor shall cause the Work covered by thece allovancef to be performed for buch e.mountc and by s�ch person� as the Architect may direct, but. he Will noi be requircd.to emvloy persona against whom he makea i rea�on-� able objection. If the cost, vhen determined� i: more than or lest t4�an Lhe a1loWance, the Contract Sum thall be adjusted iccordiagly by�� Change 4rder vhich srill include additional hand�ing coet: on the site� labor, ia6tallation cast�, overh�ad, pro�it and ather expenres reault- iag to ihe Contractor fro� any increase over the original i1loWaace. D-10 Superintendent. 7he Contractor sh:ll tmploq a competent tuperiatcn- d�ai and necessary assistants vho thtll he ia ttLtAddOCt it the project •it� during the progrert of the Kork. fie svperinteadent chall be sati:faciory to the Architect nnd the O�mer snd ahall .not be • changed txcept vith their�consent, unlet� the supe.rinteadeat prove: to be unsatisfactory to the CoAtractor ana cesce: �to be ia hi: emplov. The auperinteadent .sha11 �r�precent the �oAtractor snd' all com- munications givea .to the" euperinteadeat �shill �be es binding :: if given to the Contractor. Important co�amunications vi21 be confircned in vriting. Other communicat�on�s xi12 be so confirmed on �rritten r�quest .ia each case. ' � D-11 Responsibility for Employeea ana Svb--Contractors. The Contractor thall be r�cpoacible to tt�e O�m�r for the act: and ami::ioas of all hia employe�: and all'Sub->contractor:, tbeir agents and employee�, and all other per:onr performing any of Lhe Work uader a contract vith the Co»tractor. '• � � D-12 Pro�ress Schedule. �e �ontractor, immediately ifter being tvarded the contr�ct. �hall prepare tnd s�ubmit for the Architect': approval, aa eciimated progrest achedule �for the Kork.,.The progres� schedule :hall be r�lsted to the entire Froject to the txtent required br the Coatrect Document�. This achedul�e shall indicate the dates for the etarting aad completion of �the vari•ou� sLage: of tonstructioa and shall be reviced :s required by the conditions of Lhe,Stork, tubject to the Archittct'� approval. It shtll al�o indicate the Qate• for �eub- �misaion aad approvsl of �hop draving• snd �ubmittalf at �rell •i�ihe del�very schedule for eaajor piectt of equip�aent and/or materials. � �'C" 7 _tt1N 2 0 1994 L-:J ,, �. 'Ii�e progres� tractor �nd Contcactor't •chedult •hall tvbmitted ta nonthly progr« i be updnted at let�t monthl7 by che con- the Azchitect for approval vith the payment requestt. . �-13 Draving� and Specification• at the Site. mc Concractor' shill mein- tain at the �ite 'for the Ouner one copy of all Driving�, Specifica- tion�� Addende, approv�d Shop� Driuing�� G1�ange Ordert, �nd their Changec and Aroendrxni� in good order and m:rked to record all changes made during construc[ion. �ete �t�a•11 alto be available to the Architect. 'Iiie Drivings� marked to record all changes made during construction, •hall be del'ivered to the Archittct upon completion of " the uork� and the Architect vill prepar.�e, and provide to tht O�mer, one comple[e �et of reproducible s�-built dravings of the work. D-14 Shop Drawingt and Samples. Shop 1?rnving:�art dreving�, diigrams, illu:trationt, achedules, performanc� chart�, brochures and other data which are prepared by the Contr�ctor or any Subcontrnetor, tianufac- _ turer� supplier or dietributor� and Which illu�trate eome portion of the Work.' "� Sample: are phpsical example� furni�t�ed by the' Contractor to illustrate materials, equipment or workmanship, and to esttblish atand:rd� by �rhich the Work Will be judged. Ti�e Contra`ctor shall rtviea, stamp vitih hi: apptoval and submit, vith reasonable promptneas end in orderlq :e�quence •o a: to c:v:e Ao a�i:y ia th� uork or in tha vork of any other contractor� normally vithin tha fitst 90 day: of the vork� •ix copie: of all Shop Dr:vingt and Samples requir�d by the -Contrsct I3ocuments or tub�cqvenilq by tt�t Architect as c,overed b7 change: or tmeadments. Shop Dr:ving: :nd Samples thall be properly identified t� specified� or 6as Lhe Architect cany require. At the, t£me of �ubmiision tt�e Con.tractor ehall inform Lhe Architect �in vriting of any .deviatioa'ia the Sh�op Driuing: or�Sample: from the requir�mcnts of tt►e Contract Documents. � 6y approving and submitting Shop Orawings and Samples, the Contractor thereby represents� that he has determined and verified all field measurements, field construction criteria� materials, catalo9 rwmbers and similar data, .and that he has check�d and eoc�rdinated each shop drawing given in the Contract �ocx�ments. The Architect's approval of a separate'itea� shall rat indicate approval of an assembly in which the item functions. • .. . � The Architect �+ill .revieW � and approve Shop DrsWinga tud Samples vith reaconable promptne:� `�o ts' ta cau:� no del:p� but onlr ior coaformance vith tht deiign concept of the Project and vYth the inforro�ation givea ia tbt Contract Doccss�nts. The Architect�'� appraval of t tep�rate item sha11 not indic�te�approval of an asae�bly iA which :he item functiont. The Contractor shall mak� any corrections requir�d bp the Architect :�nd ihall recubmit the required number of corrected copie: of Shop Dracringe or nev Snmplei until approved. ,Tt�e Contractor ahall direct sptcific ntt�ntioa iA �vriting or on resubmitted Shop Draving: z;o GC-8 .�U� 2 � j� h'• � �� u ,LJ � �I L� C� L� � L-" � � � � � � � � � revisione oiher " than Ch�Ftl �dr,�rectianc requeste,d,,, by the Archii�ct on previoue 6ubmiacions. " 'I�e Architcct'a approval �f Shop Dravingc or Samplec shall not relieve Q the Contractor of re�poncibility far sny deviatioa from the requirrments of the Contract Documentt unless the Concrtctor hac ioforroed the Architect in rrriting of •uch deviatioa at the time of �ubmieeion and the Archit�ct has given written approvil to Lhe � �pecific deviation as authorized in Parngraph A-2� nor ahall the Architect's approval relieve the Contraccor frvm respon:ibility for crrors or omiasion� in the Shop Drtvingc or Sdmples. � � L�J t". � � I� L�'J R�.' � � LJ LiJ � No portion of the uork requiring a Shop Draving or Sample submiesion Et1di� be commenced until the submiasion hac been npprovtd by Lhe Architect. All auch port�ons of the uork ehall be in accordance vith approved Shop DraWings and Samplec. D-15 Site Use, T�e Contractor shalll confine operations at the tite to areas permitted by lacr, ordinances, permits and the Contract Documente and chall uot unreasonably entumber the 'eite vith any material� or equipment. L3nti1 acceptanct of the vork by the City Council of the City of Fort Worth, the eatirt� cite of the �1ork shall be uader the exclus.ive control, care aad retpoasibilitq of the Contzactor. Contractor shall Lake every p�tecaution agiinat injury or damage Lo persons or property by �he action of the element• or from iny other cause �+t�atsoever. The Contrac'tor thall rebvild, r�pdir, re:tore and make good :t hic ovn expense all iajuries or damages to any portions of the uoflc occasioned by any of ihe ibove, �cnused before its •compl�tioA and acc�ptance. � D-16 Cutting .and Pnichin� of Kork.� Zhe Codtrnctor thall 80 �11 cutting, fitting or patching of ,�is L�prk that may be required to make itc several parts fit togeth�r pr�perly, snd shall aot endanger aay Work ,.• by cuttiag, excavatiag or other�+iae alterRiag" the� Work or :nq pa:t of it. � ' � • D-17 Cl�aninq �Sp. liit Contractor ax all times shall keep the premiset free from accumulation of was�e materialt or rubbiah. At Lhe co�opletion of the �lork he shall remove all t}is� vaste materials :nd rubbish from sitd about the Praject ac �+tll �s tll hit tool�� conctructioa equipcoent, �machinery and aurplus� materinls� aAd �hall elean alI glace surfaces and l�av� the SJork "broom-tlean" or its. equival�nt, exc�pt� as • othervise apecified. In addi�tion to retaoval of rubbich snd letving the buildinga "broom-cleaa", CQntractor shall cleaa all gla:�, replsce any brokea glass, rr�aove stairl:, spott, merkc� aad dirt from decorated irark, clean harduare, remove paint �pot� and icnears fram �t1I surface:, • cledn fixtures aad Wash all co�crete, tile and terrazzo floor:. If the Contrector fails to cleen up� the Ocrner may do so snd�the cost thereof shall be ch:rged Lo �he Contractor a• provided in Paragraph G-6. � � � � . ' �_9 �� 2 0 t994 U � L!. � D-18 Comrounications. As a gereral rvle, the Contr�ctor ehall forvard nll comroUnicetions to the Chmer through the �lrchitect, and in all other inatance� the Contractor �hall fnrnish the Arct�itect a copy of any cosnmunica'tion eent directly to the Ovner. D-19 Contractor's Reiponeibility for Damap,e Cl�ims. Contr�ctor cov�n•nLi and agrees to� and doe� her�by indemnifq, hold harnol�r• md Qefen6 puner, itt officer�� agent�� atrv�ntr and �mployee�, fraa and against any e►nd all c2�►ims or suits for pzoperty damage or loea and/or personal injury, includiag death� to any and all, ptrsons, of vhatgoever kind or che.rac[�r. vhether renl or acter[ed, arising out of or in connection vith� dir�ctly or indirectly, the vork anQ servicee to be performed hereunder by Contractor, itt offieers, agente, employeee, contracLors� subcontrectors, licenceei�or inviLee�� uh�ther or not caused, in �rhole or in part, by,xlleged negligence on the part of officers, ag�nts, aervants, employeee� contrector:, aubcontractorr� licenseer and invitees of the O�rner; and :aid Contractor doea hnreby covenant tnd e�gree to assume all liebilitq and responsibility of Ovner, itt officers, agenta, servants and employeet for property d amage or loss, and/or p�rsonal injuriea� including death, to any and alI per�oric of �rhataoever kind or charecter, vfiether re:I or aasert�d, arising out of or in connection with� directly or indirectly, Lhe work and aervicee to be perfor-med hereunder by Contractor, its officera� sgents� employees, contractor:� :ubcontractors, licengeea and inviteee, vhether or not c:used, in Whale oz iu part, by alleged negligence of officers, egenta, �ervantt� employees� tontractors, subcontractors, licenseet or invii�es of the O�rner. Contractor likevist covenants ind ag�eea to, end doec hereby� indemnify and hold harmless Ovner from and ageinst' any and all injuries� los: or damages Lo praperiy of Lhe Ovner during the perforroance of any of the terais end conditions of thia Coatract, vt�ethe.r arisiag out of or in connection vit�h or resulting froro, in� vhole or ia parL, �np and all allcged tct: or emissioac of�officers, agentt, szz�rants�•�employees, �.contractor:, subcontractors, licenaes, or invitees of the 0.mer. In the event a�rritten claim for d amagec against 6he Contractor or its subcontr�actors resaaina unsettled at the time all vork on the project has been completed to the aatitfaction of the Director of the Transportation. and Public Works Dep:rtment, as evideactd by a fi.nal inspection,.�final paycnent to the Contractor ehall not be recocamended by the Director of the Traasportntioa snd Public uark: Department for a period of 30 day� after the dete of �such final iaapection, unles� � the Contractor �hall :ubmit �rritten avidence'sati:factory to the Director Ehat the claim has been settled•aAd a relea�e ha: been obtained fram the claimant iavolved. Although the claim concerned remaint uaaettled at, the expirstioa of the above 30-day period, the Contr�ctor may bt deemed to be �ntitled to a eemi-final pdytaent for. vark completed, such temi-fiasl payment to be in an aaount equal to the total dollar rmount thea�due leas the dollaz value� of any �*ritt•en clnima pending against the Contrtctor aziaing out of the performance of tuch �rork� aad such sem.i-final payment may thcn be rccocnmended by the Dizector. cc-lo JUN 2 0 199d � L�J -��- � � C�� L'-`1 �� LJ � � L�� I� �- L�' � � � � L�J ��I � L!' � � � L!"] L�' � � LJ ��' L� � � The Director �hall aot recommend fioel payroen[ to a Contrncior ageinct uh aa :uch a claim for d�e,nages it out�tanding for a period of �ix m onth• folloviug th� 6aGe of the acceptance of the vork performed unleac the CoatTactor submits evidence in vriting �ati�factory to the Director that: (1) 7�e claim hat been �ettled and a relesie ha• been obtained from the�clnimant involved, or (2) Cood faith effort� have been made [o �ettle auch outateading claims, and s�ch good faith �ffort�-have failed. If condition (1) nbove is met at eny time vithia the.tix month period, the Director ehall recaannend tt�at the final pdyment to the Contrector b e mede. If condition (2) above i: met at any [ime aithin the cix month period� the Director may recommend that the final payment to the Contractor be made. At the expiration of the �ix month period the Director may recommend that final payment be mad� if all other vork has been performed and all other ob�igatioas of the Contractor have been met to the satiafecti.on of'the Director. The Director may, if he deems it appropriete� refu�e to accept bids on other Transportetion an8 Public Korkc Department Contr�ct c+ork from a Contractor against vham a claim for d araages it outstanding as a.result of vork perforrned under a City contract. . • D-20 Brokerin Construction �ontzacts. Tt�e contzactor shall perform at least 25� of the specified Work in these contract docusoent: using t►ia ovn skilled eroployees and laborers. The contractor �hall include sn itemized listing of construction�activities to be perfonoed entirely ar partinlly by his �mploy�es ar part of his schedule of valves, . required in accordance Witi� Section, I-2 of thete Ceaertl Condition�. �MonLhly progress paymetit requetts.�submiited bp the CoAtractor vil•Z .further document �tt�at the eontractor is meetiag his reqvirement. No �more than 7SX of the coasiruction contract amount may bt subcoAtracLed to ocher firtas. SECTIOK E SUBCONTRACTORS � E=1 Definition. A Subcoatractoz is a percou or organizstioa vi�o�fiss a direct contract with the .Contractor to p�rform asiy of the Stork �at the tite. The term Subcon�rnctor is referred to thzougt�ovt the Contract � Document� as if siaguler in nucnber and marculine ia gender .and taenas a Subcontractor or hia authorized represeatative. � LJ Lf' tiotti£ng • contained in the Contract Document� shall �create :ny- contractual relatiaa betv�en tht Owaer or tbe Architect and any Sub--contractor or any of his Sub-subcontractorc or ?Ssterialmen. E-2 Avard of Subcontracta. Aa part of his bid propocal Ltie bidder shall furnish i litt of the names of the subcoatrectort or other persoa: or ' organization�c �ic�cluding thoae who are to furni�h materials or cc-il ' JUN� 2 0 19� LJ ,.. equipment fabricated ta a �peciel d�cign) propoeed for euch portionc of the Work nc mey be d��ignated in the bidding reqvirements� or if none ie eo deeignated� the ndme� of the Subcontrac[ors propoced for the principal portiont of the Llork. Frior to the avard of the Contr,�ct, the �lrchit�ct shall notify the eucce,aeful bid6er in vriting if either the Ouner or Architect� afcGr due inve�tigation, hac reasonable objection to any per�on or organiLatioa on •uch list. Failure of the Ovner and Architect to make an objection .to any pereon or organization on the liit prior to the avard of thie Contract shall constitute acceptance of �uch per�on or organizetion. �`If, prior to the auard of the Contract, the°Pm er or Archit�ct ha� an objection to any peraon or organization on :uch lict� and refuee� to eccept such person or organization� the •pparent lov bidder may, prior to the•asrard, Withdrau hi: bid vithout forfeiture of bid security. �If tuch bid3er submits an acceptable aubsti[ute vith an incr�ase in his bid price to cover the diff�erence in coct occnsioned by such substitUtion� the O�er� may et itt discretion, accept the increased bid price or he may dicqualify th� bid. If� after thc avard, the Ouner or Xrchitect object:,i�n crriting Lo any person or organization on auch list, the' Contractor shall submit .an acceptable tubstitute nnd� the Contract Sum ahall be increased or decretsed by th� differenet in cost occasioned by such subttitution and an appropriate Change Order 6ha11 be issued•; hovever, no increast in the Contraci Swn ahal,l be nlloWed for any such sub:titution unless the Contractor has acted promptly nnd responsively in submitting a name vith respecc Lhezeto prior to the award, � The Contractor shall not coatract vith any Subcontzactar or any person or organization propos�d for portioac of the Kark designaL�d in Lhe bidding �requirements or, if AOAt ic so d�signated,, �rith� nny Subcontractor proposed�for the princip:l portions of the uork, vho has not been accepted by the O�+ner and tl�e Architect. Zhe Contr:ctor vil� aot be required .;o contr�ct vith.�anq subcontracior or persoa oz otganization agai�st Whom he has i reasonable objection.' The Contractor shall not caake nny substicution for any Subcontractor . �. or person or organizatioa vho hat .been acctpted �by the Ovner and the Architect� unlesa the ctibotitutioa is also acceptable to Lhe 4�mer �nd the Architect. � E-3 Terms of Subcontracts. All vork performed for the Contractor by �a Subcontractor chall bt pureusnt .to aa appropriste agreement betveen the Coatractor and tt�e Subcontractor Cand •�rhere appr:��riate �betueen , Subcontractoro and Subjaubcontractor:) Which.chall contaia provisiaas that: . �. (a) prescrve tad protect the zights of the� O�mer �ad the Architect under the Contract vith re:pect to�the �tork to be performed under the subcontract •o that the ,tubcosrtracting thereof vi11 not pr�juditt auch�rig�i�; � cc-12 Jllti .2 0 1994 l"J l�J L�J L�J �� L=J ,LJ ��-- �' �� L�J L�J L=J �� L�l u (b) r�quire that �uch �uork be perfor�aed i� accordnnce vith Che requiremente of the Contz�ct Docuroentt; (c) require submit610U to the Contr�c[or of application• for � piyment undcr ench tubcontract to vhich the Contractor it a party. in reasonAble time to en�ble ihe Contractor to apply . for paytaent in accordanc� vith Sectioa I; � � y LJ � (d) r�quire that all claima for �dditional coac�, extenaioni of time� d amages for delay� or othervi�e vith ze�p�ct to subcontracted portions of the Work •hall be �ubmitt�d to the Contractor (vi� any Subcontractor or Sub-subcontr�ctor vh�re appropriat�) in the manner provided in the Contract Documenta for like.cleima by the Contractor upon the O�mer; (e) uaive all rigt�t6 the contracting partier may�have against one another for dnmages cnused by fize or other perils covered by the properiy inaurnnce described in Section K, except such ri�ghta, if any� a� they may have to proceed: of such insurence held by the OWner under Section x; nnd.� (f) obligate each Subcontractor provisions of. �this Section E. � L�J � L�� C� C' � � �� apecificallp to consent to'the All of the provisions s�t out in thir perngraph aha12 be deemtd to have b�en included in every sub-contract, .and every :ub-contract shall be so construed dnd applied ns to..the Ouner and the Architect, vh�ther or not tuch proviaions �ire physically included in the avb-contract. E-4 Pay�ents� to Subcontractors.� Zttie Co�tractor shall pay each • Subconiractor,.upon receipt of paysaeat from the Ovner, an amount equal . to the percentage of eompletioa alloved to the Contractor oa account of such Subcontractor!s Work. .Tt�e Contractor thall al:o reqvire eich Svbcontractor�to mak� s imil ar�paymentr to hic subcoatractors.� .� If the Architect refuses to issue t Certific�te for Piyment-for any cause vhich i• tbe fault af the Contractor tnd not the fault of a pazticular Subcontr�ctar, the Contractor shall pap Lhat Subcontractor on demand, mnde .at nny time �fter the Certificite for Payment Would otheYvise have beeA i:aued, for hi� Work to the extent completed, le:s the retnined percentage. The Contr�ctor shall pay eacii Subcontractor a just �hare of anq incurance modies rece ived by 'the Ccatrsctor' undez Sectioa 1C, ��aad he ihall require each Subcontractor•Lo make similar paymeate ta his Subcontractors. . Tt�e � Architect may� on ��requtat � and at its � di:cretion, furnish to aay Subcontractor. � if prncticable, infor�aation regarding percent�egeo of completion c�rtifi�d to the Contractor on.ac-count of Work done by such Subcontractors. i�eith�r the O�mer nor the Architect ehall hevc tay obligation to pay or to see to the payment of any monies to any Subcontractor. JUti 2 0� ]�` - rr—� �t � ,. SECTION F SEPARATE CONTRACTS F-1 O�mer'c RiRht. Ttie 0.+ner re�erves the right to :uard separate con[recte in conn�ction vith other portions of tht Llork. i�'hen �eperate cantracti are svarded for otl�er portions of th� Work� "the Contractor" in the Contrect Documents in each case �hell be the con- Lractor �rho signa each separate contsact. F-2 iSutual Responsibility of Contractora. 11�e Contractor at�ell :fford other contrecior: reasoneble opportunity for the introduction and 6torege of their material: and equipment and the execution of their •�ork�.end ehall properly connect and coordinete hic vork vith theirc. If any part oi the Contractor's Work aepends for proper execution or results upon the �rork of any other separate contractor, the Contractor nhall inspect and promptly report to the Archit�ct any apparent dis- crepancies or defecta in euch vork that i;ender it unsuitable for such proper execution an8 resvlt:. Failure of the Contr�ctor to inspect,and report shall constitute an ncceptance of tht other contractor'e vork as fi"t and �proper to receive hia Liork, except a: to defectr �rhich may develop in the other aeparate,contra�tor's vork after the execution of the Contractor'� Work. Should the Contrector cause d amage to the work or pro.perty of any separate. contzector oa Lhe site� •the Contractor ahall, upon due no[ice, settle vith such other contractor by agreement� if he Will so settle. If tuch separete contractor sues the O�mer on account of tny damage alleged to have been• so au:tained� tht O�mer shall notify the Contractor vho shall def�nd against such �uit :t the Contractor's expensc, �and if :ny ..�va�nt against the �Ovntr arisaa Lherefram, the Contrsetor shall pap �or '�atisfy �such judgmenL snd ehall reienburce 'the Owner for all atiorney's`�fees�� court eoatt and ezpenses Which t•he puner has ineurred in connection �rith such suit. _ F-3 C�tting and Patchin � Undez Separate Contrects. The Contractor shall do all cutting, fitting or pdichiag of his uork tt�at may be required ta fit it to receive or ba zeceived by �the voik of ottier co�tractorc ehoWn in the Contract Documents. 'iise Cotttractor :hall not� �ndanger any vork of aay other contractat: bp cutting, excavatiag or othervise elteriag anp vork :nd sha11 not cut or alter the Work of any other contr�c[or except vith the vritt�a coacent of the Archi'teci. � Aay coct: c:uacd by defective or ill-timed vork•shall be borne by the party respon:ible therefor. • g-,4 O�mer'c Ri�ht to Clenn Up. If a dispute aritet betvicea the teparate contractort �• to their re�poneibility for eleaning up at r�quired by Peragraph D-1; ttie O�mer may clean up and charge, tbe co:t thereof to the aeveral contractor� as the Director of the Department of Trnnsportation nnd Public Korks ehall de�ermirie ta be ju�t. G�-14 �u� z o �� L'-�l � � � C�J L�'J L_J 'L�J � C�� ! � � � 0 a � .� a � � a � a � fl � �. . � � a .. t � � � �� ' ��crtor� c � HISCELI.�1�iE0US PROVISIONS C-1 Conflict of Lev�. Ttie �Contract •hnll be governed by the ltv of the place vhere the �ite i• located. 7he Contr�ctor cu�t fsmiliarise him- self ana itrictly comply� vith all Federal� State� and County and City• Lays� Statute�, GZ1dTCtT� OrEinence�� Regulations, or Directives controlling the action or operation of thoee engaged upon the vork affecting the meteriala .uted. iie shall in6emnify aad save hsrmlecs the City and all of ite offiter� and agents againtt any claim or liabi.lity . ariaing fr an or ba:ed on the violation of eny such Lays, Stacu[es, Charter, Ordinances, Reguletion�, or Directives� whether by himself, hia �mployees, agents or subcontractore. . ,� G-2 Personal Liabilitq of �ublic Officialc. In performing their duties under the Statut�s of the Stnie� of Texaa and the (� arcer and Qrdinancec of the City of Fort Worth in connection with thit Contrart, or in exercising any 'of the poverc granted the Ovner herein, the officeza, agents and employees of the City of Fort �torth art e.ngaged ' in the performance of a gov�rnmental furiction �and shall not incur any per6onal liability by virtue of such perfo naance hereunder, except for gros6 negligence or vill�ful �rrong. G-3 Successorc and AsaiRns. Exccpt a: pzovid�d in Paragreph E-2, thit contract shall be bindic�g upoa and inu�e to the ben�fit of Lht parti�s hereto, Lheir Succecsors or Assigns. Contractor shall nat a:sign oz eublet all or �ny part of [his Contract or hi� rights �or duties hereunder withQut the prior vritten consent of the� Owner. My such purported a:signment or subletting WithouL the prior concent of Owner shall be void. G-4 Writccn 2totice. writGen Natice shall be 6eemed to have been �duly � served if delivered ia p�raoa to the ir►dividual or� member of � the firm � or to an officer of the �corporation for �rhom it Was intended� or if . delivered at or sent by zegistered or certified 'mail to the lnst business addrest knoc+a t�o him uho gives tt�e notice. C-5 Performance Bond and Labor.ind H�teria] Paymerc Bond. The Contractor shall, oa the�execution af the Contract, and before begianing vork, make, • execate, ind deliver to tt�e O�r�►er and .paq the premium for . ctatutorp surety bondt in s sum equal to one huadred per ceat o� the total contzact price. Is� thi� conaection, the CoAtrictor shall furaish � s Performance Bond �e t+ell as a Yayment Eond both in a tuxn equal to the tot�l coatract price. Zt�e form of the bon� thill b� s� provided ia the Coatract Document: ead the svrety ahall be e reputable company . acceptable to the Ovaer. . _ C-6 O�mer't RiRht to Carry Out the Kork. If the Contractor default: or aeglect� to �arrY out tht Kork in accordance vith .the Contract Docvmenta ot f�nils to perform enq provi:ion of the Contract, the Owner may, without prejudicc to any other rrmedy he may have� enter the :ite and meke good such deficienciet. In such cese sa appropziate Chan�e � cc-�s JUN 2 0 1�' L�� L'�J prder shall be is�sued deducting from the payments then or thereafter 6ue the Contractor the cost of correcting such deficiencies, including the cost of the Architect's additional services made �ecessary by such default, neglett or failure. If the payments then or thereafter Gue the Contractor are not sufficient to cover such amount� Lhe Contractor shall pay the difference to the Owner. G-7 Royaltie3 and Patents. The Contractor shall pay all royalties and lice.nse fees. He shall defend�all suits or claims for infringement of any patent rights and shall save t"he O�tner harmiess from loss on account thereof and shall be responsible for all such loss when a particular design, process or the pro6uct of a particular manufacturer or manufacturers is specified; however, if the Contractor has reason to believe that the design� process or produc:. spectfied is an infringement of a patent, he shall be responsible for such loss unless he promptly gives such informa,tion to Architect, G-8 Tests. If the Contract Docurnents, Laws, Ordinances� Rules, Regulations or r ers of any public authority having jurisdiction reQutre any Work to be inspected, tested or approved, the Contractor shall 9ive the Architect timely notice of its readiness and of the date arranged so the Architect may observe such i�spection, testing or approrral. ihe Q�rner sha11 bear all costs of such inspections, tests and approvals unless otherwise provided. If after the commencement of the Work, the Owner or Archiiect determine that any Work requires special inspection, testing or aQproval not included above, the Dwner or Lhe Architect,'�upon written au`�horization from the Owner, will instruci the Contractor to order .such speciai inspect�i0n, testing or approvai, and the Contractor shall give notice as required in the precedi�g paragraph. If such specia�l inspectioa or testing reveals a failure of the Work to comply (1) �rith the requ�rements of the Coatract Documents or (2) with respect �o-the performance of the wark, Kith Laws, Statutes, Charter, Ordinances, Reguiations.or Or�ders of any public authority haviag jurisdiction, 'the Contractor shali bear al] costs �tt�ereof, including the Architect's additional services made necessary by such costs; otherwise the Owner sha:11 bear such costs, and an appropriate Change Order sha11 be issued. Required certificates of i.nspection, testing or approval shall be secured by the Contractor and�three copies r�ill be promptly d�e]ivered by him to the ArcAhitect., The Architect �rill review the certificates and forward one copy of each with his recomrnendatio�ts) to the QMrner. If the Architec� or Owner wish to observe the inspections, tests or approvals requtred by this Sectioa, they vritl do so promptly and, where practicable, at the�source of� supply. He9ther the obser.vations of the Architect or the.Owner �in their administration of the Construction Contract, nor inspections, tests or approvals by persons other �han the Con"tractor shall relieve the Contractor from his obligations to perform the 4lork in accordance Kith the Contract Oocuments. � Rev. 10-10-88 JI�N� 2 0� 19� � GC-16 lJ L�'J � L#J L`J L'J � C'' ��' � LJ � � I�� ) � a a O � a � � � � a � � � a 1 �J 0 Y. G-9 Interruption of ExiatinR Ut"il�itiec Servicn�. TT�e Contractor shall perform the work under this Con[rect vith a oinimvm of outage time for all utilitie�. Interruption ahall be by approvrd •ection� of che utility, In some ca�e�, the Contractor tiay be r�quired to perform che work vfiile the exiiting utility i• in tervice. 'Ihe exiiting utilitie• service may b�e interrupted only xhen approved by the Owner. When it i� neces�ary to interrupt che exi�tir,b utili,tie�,� the Coatractor �hall notify the Ovmer in vriting at least ten daye in advance of the time he decire� the exi�tiag tervice to be interrupted. Yt�e interruption time ahall be kept to a minimum. Depending upon the activitie: at an exiating fecilitq vfiich r2quiree continuout tervice from the txi�E.ing utility� an interruption may not be subjec[ to �chedule at th� time desired ky Che Contractor. Ia such cae��, th�e interruption may hav� to be scheduled �t a time of minimum reqvir�ment� of demand for the utility. ,�e ambunt of time requ�at�d by the. Co�trector of exiating �tility services ahall be as approved by the O�mer. C-10 La�tin� Out Work. Dimensions nnd elevations indicated in la,yout of existing vork shall be verified by the Co�tractor. Diacrepancies betueen DraWings, Specifications, and existing conditiont shall be referred to Architect �for adjustment �b�fore vork affected is performed. Failure to make such notification ahall place responsibility upon ConCractor to carry out Work is� taLiafactory� uorkmanlike mannez. 1� e Contractor ehall be htld responsible foz the 'location and elevation of all the construction conteinplated by the Construction Documentt. � . Prior to co�aencing �+ork, the Contr�actor �tiall carefu"lly compare •and check all Architectural,� 8tructural� Ttechanical nnd Electrical ara�ringc; each vith the other that ia ..aay affects the location or elevati.on of the vork " to be executed by him, , and •should sny� discrepancy be found, he •ehs��l immediately report the same to the l.rchit�ct fo�' verification and adjvatment.' Any duplicetion of vork made neceasarq bq failure.or n�glect oa his p:rt to complp vith this function ahall be�done :t the contractors sole expen:e. G-11 Existin$ Ovenc�ad o� IInd�rRround Work. li�e Contractor �hall carefully check the :ite vhere the project is to b� erected and obstrve any existing overhead �rire� inE equipment. Aay such c+ork st�sll be maved� re placed or protected, a� required, vheiher or aot sho�+�a or =pecified. Attentioa i� directed tb the poasible exi�tence of pipe �:ad other underground improvements. vhich��may or ma� nat be ahoWn oa the Dr:Wings. Ali reaconable preeautions shall be taktn to precerve and protect an� •uch i.mproveraents �rhether or aot shova on Lhe Draving:. Locationc of exicting underground lines� sbo�ra on the DtsviAg: ire based oa the beat� svaileble sources, but are to be regsrded as npproximate onlp. Exerciet extreme care in Iocating arid iden[ifying theae linea before excav:tion in �djecent ares:. � G-12 �Linin�, of Joints 3n Finith Haterials. Zt shall be the respansibility o�i�he c:ontractor to make certain in the in�t:llntion of jointed p floor, Wall and c�iling�mnterials thnt: . . � � �/ � ��K 2 � �9�4 � a, Z�e jointa line through in etraight alignment and in boih directiona vher�ver po�sible. b. YT�e jointo relate to all opening and br�aks in the atructure and be eysumetrically plac�d vher�ver possiblt. Thia i�cluder heating regitters,�light fix[ur��, eq�uipment, etc. If b�cause of Che nonrelnted sise� of the varioue nat�rialr and loce-tionc of openiags, etc.� it ie not poscible to accompliih Lhe above� the Contrector ehall reque�t the Arch,itect to det�rtnine the moat ea[icfactory errangemient. Ttie ConCraCtor shall �etabli�h center lines for all tredes: ' G-13 InteRratin'p, Exist�inR �ork. 'It�e Contractor �hall pr'ot�ct all existing stzeet and other improvemenLs from damages, . Contractor's operetions ahall be confined to C'h� immediate vicinity of the nev uork and shali not in any interfere with or obstruct the ingress os.egress Lo and from exitting edjacent facilitiet. Where nev.aite �ork is to be connected to existir►g vork, special cere ahall be exercioed by the Contractor not to ditturb or damage the existing vork mor� than necessary. All damaged s�ork shall be replaced, repaired end restored to its ozigintl conditia;n •t no cost Lo the puner,_ . . 'G-14 Location of Equipment and Pipin�. Drnaing ehoving locetioa of . equipment, piping,'dnctwvork, �tc. are diegrammatic and job conditions may not alveys permit their inst�allatior► in tht location ehosru. S�'i�en this aituation occura, it ahall � be br.ought to the l�zchitect's attention immediately and the relocatioa deier�ined in. t}oint conference. �e Contractor� vill be., held re,,spons�ible for the relocatiag of an y items vithout first obtaiaing the �Architect't approval. Fk �shall .remave and �rel,ocat� �uch items at hii o�ra expease if sa directed by the Architect. S�lhere possible uniform margin: are to be maintaincd bctveen parall°el lines and or adjacent Wnll. floor or 'ceiliag �surfacec. ' G-15 (?verloadinR. The Contractor �hall be retponsible for overlonding of any part or parta of strucLures beqond their safe calculated carryiag . capacitie� by placing of'materi�ls, equipment� tools# machiacry or anq other item thereon. Ho lo�dt andll be placed oA floors or roofs btfore,• Cheq have attairied their permanent aad �ife :trengt"h. . � . � G-16 Manufacturer'� Zn�tructions. ' S�itiere it it ' required ia' the . Specificstions� the taaterials, product=, grocesae�, equip�eat, or the like b� inata'lled or applied ia �ccordaace. vith• manufscturer's instruc[iona, directioa:� or specificatioas,,, or srorde to tbis effect, � • it shall be construed to mean thet sdid appl..ication or �iattallation ahall be in ctrict accordance �+ith printed instructioat furai:hed by the manufacturer of the material concerned for uae under inexructionc furniahed by the manufacturer of the mat.�rial •concerntd for uae vnder conditions aimilar or those at the .job site. Six copies of such � cc-ia JUi1 2 0 19�d � l"1 � i,� u L'_l O � � L'"-'J L�' u � � � � � 'J � .t � � . A.� ` �4;. inetructions �hall be furnis��d to the Architec[ and his npprovnl thereof ob[ained before w�rk i� begun. I�I LJ 'J G-17 ClenninR Up. During con�truction: At all timec during the cour�e of construction� kc�p the premi�et free from accumul�tion of uaste aaterial or rubbish cauicd by employee� or a� a re�ult of the vork. At completion of �►ork, Che General Concractor •hall, immedinielq prior to final inepection of complete building, execute the folloving final clenning vork vith trnined janit�rial pereonnel and vith material methode r�commended by the manufncturere of iactallcd materiale. a. Sveep and buff reeilieni floors and base and vacuum � carpeting. � � b. Dust all metal �and 4rood trim nnd aimilar finished materials. C� LJ �! � � L� C1 c. d. e. Clean all cabinet and casevork. Dust all ce ilings and vallc. Dust, and if necessary wash, all pl�m�ing and electrical fixtures. f. Wash all�glass and similar non-resilient mac�rials. �q . g. All hardvare and other unpainted metal: sh'all be c�eaned and polished and a"11 �qvipn�nt nnd pai�t or decorated work shall be cleaned and tovched-up if necessary, end •all temporary labels, tags. and paper covering� zemoved throughout the buildinga. Suriaces that sre vexed shall be�polish�d. ... � . . h.. 7ii.e � exterior of Lhe buildiag, fhe grounde, � approaches. equiptaent, si�evalks, streeti, etc. ahall be cledned aimilar to interior of building: and left ia good order at the time of final acceptence vith paint surface: clean and unbroken� •hardaare �clean nnd polished� all required �repaiz Work completed aad� dirt areas �csaped and cledred of �ed groWtha. i.' Cla�s cleaning: Clean all Alaes surfaccs and mirror: �of � puttq, paint materialt� etc., vithout ccratching or injuring the glaza and le ave the work bright, c2ean ind poli:hcd. . Coct of this clenaing vork ihell be borne by Contractor. � � C' ��;� U j. � Clenning, poli:hing,• scaling� vaxing and all other finish � operations iAdicated ea the Dravingc or required in the Specificatione shal.l be takea to indicate the required �ondition at the t ime of acceptance of all �rork uader the Contzact. h. Burniag: Burning of rubbish oa the premiae� vill not be permitted. . GC-19 _ �un 2 o i�' u C-18 Dust Control. Pr�caution ahall be exercised at all time� to control duet created ae a reauli of any operation� during the canttruction period. If s�rious problema andjor complaint� arice due to air-borne du6t, and uhen direci�d by the Archit�ct� operation� cau�ing tuch problemc ahall be temporarily di�continucd and aece�eary �ttpc taken to control the duat. C-19 Fire Prot�ction. �e contractor •hall at �11 times �oaintain good housekeeping prec[icec to reduce the ri�k of fire damage endJor injury to workmen. All ecrnp meterials� rubbiah and traah ahell be removed daily from in and about the building end ahall not be be permitted to be bcattered on adjecent propertq. Suitable atorage space ahall be provided ouiaid� the immediace build- ing area for etoring flacunable materiels and pnintt; no storage vill be permitted in the building. Excess flamraable liquids being used inside the buil�ding shall be ke�pt i� clos� metal container ind removed from the building during unused periods. A fire extinguisher ahall be availeble at each locai�ion cri�ere cutting ' or uelding ia being performed. S�7t�ere electric or ga� velding or cutting vork is done, interposed ahieldc of incombustihle material shdll be used to protect again:t fire damage due to aparki nnd hot metal. �+'hen temporarp heating devicea are used, a Katchmaa ahall be preseni io cover periods vhen other Workmen are not on the premisea. The Caniractor shall provide fire extinguishera ia accordance xiih Lhe recommeadatiens end tlFPA Bulletina Noa. 1.0 and 241. Aovever, ia alI cases a minimum of twa fir� ext,inguist�ert thall be availabl� for each floor of construction. G-20 CuttinR aad Patchin�. uh�rever cutting aad tesaoval of portions of the existing vork is ind:icated, such ��rk 'ahall be neitly sa�+a or cut by contractor in `"�.a menner that vill -produce �.neat etzaig�it line�- � parallel Lo adjaceat aurfaces or plumb foz vertical surface�. Care should be exercictd aoi to damage any Work that it to remain. " At no time sh aIl any structurel member�a be cut viihout vritten coasent f.rom Lbt Arct�itect. All cutting snd patchi-ng done by sub-contrectors chall .be. done under the direcL supervi=ion and direction of the Architect. . G-21 Pro,ject Clorcout. . � � . Final Incptction,. Record Dra�rinRs: AttentioA i: callea Lo General Canditions Section I encicled, "P�ycaerita aad Completion." ?Saintenance Hanual: Sheets shall be theett saay be neatlp folded to 8 1/2" plastic covered, 3 ring� 2oose leaf lettered on front and ahall contain: cc-Zo 8 I/2" z 11"* except pull •out x 11". ?ianaalc sh:ll b� bound in binder vith title of project ��N 2 0 1994� � � I�i■i �� I_' I u u f `_'J � I�J C� � L�J l� � �L:.■ � ,�, . O l�] ;.t a. Ha.me� addree: ead trade of all cub-contrictor�. � b. Complete maint�nance in�tru�'tionc; name� add`res�� and c�le- phone number• o'f `ikrixrtelling Cantrictor. manufsctarer's local reprecentative� for each piece of operative equipm�nt. i� � I� I�I L■'J � L�I � � �_ I � C � ;� C� �,� �l � c. C:Lalog data on plumbiaY fixturet� valve4� vater heateri� heating �nd cooling equip�nent� temperature coatrol, fan� electrical pannli� serviee en[rane� oquip�roec�. and light fixtures. d. e. Kanufacturer': name, tppe� color designation for retilient floor�, vindov�� door�, concrete block, paint� roofing. other materie.l�. � Submit iix copie� of Hnintenance �Hanual, prior to� requeat for • �►na�� Pa�mGhi', ili3�°lv Operat ion nnd Kaini�nance Inctt'uc�tion: Y�e Contractor �hall provide nt his ezpense� competent manufacturnr�'s repr�centatives Lo completnly` check our all mect�anical and el�ctrical eyatems and itemc covered by the Dravings and Specification:. fii: rcquirement sh.zll be `ch�duled just prior to and duriag the initial ctart up. After sll eytt�ms are func[ioning properly the representstives shall inttruct maintenance personnel of the O�mer in the proper operation nnd maintenance of each it em. G-22 Cunrantee and Extended Cuarantee. Upo� completion of the Proj�ct, prior to final pay�ent, gnarentees required by technical divisions of Speci�fications ehall be prop�rly ex�cuted in quadruplicate by cub- contrac[orc and submitted,� to Archit�ct. Delivery of gutranteei :hill not re•lieve Concractor from any obligation assumed under Contract. 1� e Contractor thall submit a guar�ntet covering the entire Project for one year. Ia nddition� vhere separ:te guarantets, for certain portioris of vork, are -0for longer period�, General Con[rac[or's guarintee �shall be eztendtd to cover such longer periode. Guaraatees •hall became' vnlid and operative upon issuence of CertificaEe of Inspection and Acc�pcance by Ouner. Guazantees shall not apply to vork vtiere damage i� re�ult of sbuce� neglect by O�mer or hi� successor(s) in interess. G-23 Record Dravin�s. IIpon complecion of the uork and prior to application for•final paym�nt� ont print of �ach of the drarring: accompanying thi: specification ehsll be n�atlq and clear�y eaarked in red by the Contr:ctor to thov variations betveen the conctruction actvally provided and that indicat�d or �p�cified in the Contrect Documentc� and delivered to Architect. G1h�r� a choice of IDdLCTliit tnd/or �thoas i� pe��itted hcrein and vi�ere 'variationa in the acope ar charncter of the vork from Che entire vork iadicated or •pecified are per�ai[ted either by avnrd of bidding ittma �p�cified for that purpoae, or by sub�equ�nt change to the .drivings, the record drauing: ehall define � cc-21 JUN 2 0 199d p �� _�-�-�� i:.��a. ,: the conetruction �ctually provided. It�e repr�sencation of auch variation� �hall conform to •Candard drafting prac[ict and chall in- clude supplementary note�, legend� and dctailr �rhich may be neceasary for legibi�ity and clear portrapal of the ACTUAL con�truccion. T�e r�cord drewings shall indicate� in eddition� the actual Iocation of all cub-surface utility line�� average depth belov the �urface and other appu�tenance�. C-24 Conctruction Fence. At th� Contr�ctor'� option� he may provide e con- •truction fence around all or a pert of the �ite. Fencee ihall be at lea:t 4' high and �qual to USS American Feoce Specificetion"t�o. 11•, Deaign No. 1047 (Ala�no Iron Works)� on metal poat: not over 10' on cen'ter. Posts shall be either �tudded T-Poct� S f��t long or Stdr Ste�l Posts 5 feet long (Alsrno Iron Norks). �Yrovide gates for access where required. Sfi e fencea and gates must be mainteined throughout the conatruction period. Remove the fences end gates upon comple.tion of the Project and restore the aite to thc required original or contract . condition G-25 Yroduct Delivery, Stora�et HandlinR: I�e Coritractor sha11 hnndle� store and prot�et materials and productt, including fnbrica[ed com- pon�nta, by methods and tneans �rhich vill prevent daroage, det�rioration and loss, including theft (and resulting Qelays), thereby ensuring highest qunlity resulta ie the vork progressea. Control� delivery achedulea eo as�to minimize unnecet6ary long-term atorage at project site prior to installation. . SECTIOti A CORTRACT TIHE Fi-1 Definitioat. The Contract Time is Lhe period of tim� sllotted in the Contraet �Docvments •for co�apletion of the .�lork. The date of coma�encement of the work i• the d�ate establi:hed in a notice to�-proceed. If there ic no notice to proce�d, it ahall be the date of the Agreement or such other date •e may be established therein. 1'�� Date of Substantial Completioa of the Kork or designated portioa thereof is the Date certifi�d by the Architect. aith the approval of "'�the•OWaer that constructioa is �ufficiently complete� ia accordanee With, the Contract Documents, so the Owner may occupq the ;Work or dnrignated portion Lher�of for the u:e for �►hich it is intended. Final acceptance af the completed �Work or say portion thereof can be made onlq bq the. City Council of the City of Fort Korth, and ao other form of acceptance irill�be binding upoa the dvner. A calendar day conetitutei t�renty-four (24) hours of� time and is anp one of the aeven daqe of a�ek, including Sunday� regardleet of vhether a"k'orking Day" or not� and regnrdleas of veather conditiont' or any :itvation Which might delay conatruction. An extension of contract Lime ahall be in accordance With thii Sectioa�. Extensions of time Wiil be a: reco�amended by the Arcb�itect uith final �pproval by City of Fori Worth. � -• - . - �- Z� JUN 2 0 1994 � � u � � l�l l�l L�' ,L�J � L�J � � � � � � I�I � A vorking day is defined a: t caler�der day� no[ ir►�luding Sacurd'eys, Sundaye� aad legel holidays� in uhich veather or other conditions noc under the conirol of the Con[ractor permit th'e ,periormance of vork for e continuou� period. of not le�s Ch:n aeven (7) hour� b�tveen 7:00 a.m. and 6:00 p.m. Rovever� nothing in [heie. Contract Docusnent� shall be construed a� prot�'fbiting the ContraetoT fram vorking on S+�turaa'ps if he •o desire�. Should thc Cantractor choo�e to vork on Saturday�� one dsy vill be chaiged a� contrac[ vorking time vhen veather or other conditiona permit s�ven i7) hour• of vork ac delineated abov�. Legnl holidays are defined a� beinA NeW Yeai'• Day� Independence Day, Labor Dey� m ankagiving Day, Chri�tmas Day, ?Semorial Day� and Qeteran'a Day. 8-2 proRress and Comvl�iion. All tt�e ti�ne limitt 4tated in the Contrect Documents ere of the essencr� of the Contract. The Contractor shall begin the �1ork oa the date of commencement as defined in this Section. Ae ahall c�rry the Nork forvard expeditiously With adequate forcea and, shall complett it vithin Lhe Contract ?ime." . . ii-3 Delays and Exten6ions of Time. If the Conttactor i6 deleyed at any time in the progrecs of the Work by any act or negl�ct of the Quner or • the Architect, or bv any employee of �the Ouner, or by any s�parate contractor employed by, the bvner, or by change: ordered in the S�2ork� or by ltbor disputes, fire, unusua2 delay in transportation, - unavoidabl� casualties or iciy causes beyond the Coatractor'• control, or by any cause Khich the Archifect dtttrmines may jurtifv�Lhe de]iv, then the Coniract Time ma�t be extended by Chaage Order for avch reasonable time as recommended by the Architect and dpproved bv the Ovner. 4Thea the �Contrnctor .is delayed dve Lo abnozmal veather condition:,..the Weather Table provided as WT-1 in these Coatract Documents �hall bc vsed� as the b:sis for providing a fair and. equitab]e �djusiment of the coatYact time. � � . All claims for extension �of time :t�all be �ade in Writing to the Architect na more than fifteen deyt after �the occurrence of the delav; othervise th�y shall be xaived. If no ccbedule or agreement is made steting Lhe dates upoa vhich uzitten i,nterpretations is set forth ia Paragrsph A-$� shall be f urnished, ther ao claim for delay shall be a1loWed on account of failure to furnish :uch iAt�rpretation until� fifLeea days •after deiaand ic made for them, and Aot thnn ualess such a claim is reasoAable. H-4 tto Dama� �ior Delay. tto pa,ynseat, compeniatioa or �d justment� �or anq kind (ot er.than the extensxons of iime provided �or� ):hall be made to the coatractor for demage: becnuce of hindrtace: or delsys froia any tause ia the progres: of the vork, Whether tuch hiadrance�"or dnlayr be� avoidable or unavoidablE, a:nd the contractor agreea that he uill make na claim for compensaCion, d�magea or mitigatioa of liquidated damage6 for any such delay:, end will eccnpt in full satiafaction�for auch delay: caid extensioa of time. GC-23 .lUN 2 0 1994 � PAY2�SEN?S I�ND GOKp1�ET10N I-1 Contract Svm. 'I�e Contcact S�ra i� �t:te6 in th< propostl t� accepted and i• che tottl aroovnt p:yablc by the Ovnet to the Co�cr�ctor for the perioczna�ce of the Work u�der thc Contract Docum�nt�. 1-2 Schedule of �viluet, �efore the fir�t �pplicatioa for P�yment, the Concractor �hall �ubait to the Architect a Schcdule of Vilue� of the _viriou� porcion� of the �7ork� includint Qv�ntitie� if requiYed bY the Architect � aggregatin� the totil. Cofltract Sur� divided �o �� to f�cilitate p+yment� to Sub-co�trictor� in �ccordance uith Pire=caph p-4� prepared in svch form ai �pecified or a: the Architect aod the `�Contractor may agr�� upon, and tupported by iuch data to �ub�tanti�te it� correct�ess �e the llrchitect may re9uic�. �ach ittm ia the Sct�edule of Values st�all 'i�clude it• Qrope� ihare of ovcrhe�b and profit. 'It�is Schedule, uhen approved b7 the Architect and Lhe O�mer� shall b� used aa a basis for �he Go�tr�ctor'� Applicationt for Payroent . . I-3 ,,Progrea: Fayment�. On the first day of �seicb oonth �after the firtt month's vork hai b�en cocnpleted, the Contr�ccot vill a�ke curre�t astimat�es ia rrricinY und�r tt�e :upervisioa of the Architect� of *a�cerials ia place co�pl�ete and the amount of vork performed .during � the prec�dinb Aonth or period and the velue ihercof at tht pricet con- tracted for as ahova on the approvrd Ereikdova ana Progrtss Schedule. if pjysents are to be made oa accovnc of mtttri:Is or equipment not � incorporated in che Stork but delivered and �uitablq ttored it the tite or in an independent. bond�d aarehouse+ •uch paymentt :hill be conditioned upon •ubmission by tt�e Contractot bf bill� of tale or such other procedures :atisfactory to • the O�mer to ectabli�h tAt Our,er': title Lo 6uch�mat�rial: or equipaent or othervist protect the Ovner': intere:t including apglicable i�surance a�nd traneportatioa to the sice. � . Yi�e Gontrictor uarrant� �nd guaraacee: that title to sll Work. matcriil� and equipment covered by an Applica�ioa for Psymeat, x�et�er iacorporated ia the Project or aot� xill past�to�the Ovner upoa the receipt of :uch paymeat by the Contraccor, free aad clear of all lieni� claim�, security intere:t� or encumbrinces t�ereia:fter referred ta e: "lien�"; and thst' no Woxk, m�teri:l� or eqvip►�ent covered by an Applic�tion for Piytaent will t�ave beea acquired by tht Contractoc� or by any �other per:oa per'fonainb the S�Qrk at the :ite or furaiihinb maierisls a�d equipcoent for the �tork� rubject to �;a egr�ew�nt �cider uhich.an interest therein or an encumbrance thereoa is retaicr�ed by the seller or othervise imposed 'by the Coatractor or �tuch othec. p�rroa. � Zt�e Gontr�ctor �hsll prepare. e�ch •pplicition for payne�t oa AIA Docutaant C702� "Applicst£on end Certificate for Paycaent"� aad sttich thereto AiA Doc�ent G743, "Conti�uatioc� .��5'heet", to indicat� the progr�:t made .to d�te and the period.ot month fo� �hich p�tymeat ft requeited for each 1'tem listed ia the Schedule of paluet: 111so, a copy of ihe revi:ed aontfily uork proYres: ich�dule (Part. 1?-I2) mu:t be ettached before the psy •reqve�t c�a be accepted. CC-24 u �' �'� � � l�1 L`J � L'"J I`�J � L'J � l�' .l`' � � �� u � � l!I � !�I �� 1-4 Cer[ificates for Peyme�ntF+. �If [he Contrec[or .,haa made �lpplicncion for Payment as above, Che Archittct vill, vith rensoneble promptnesr but not more [hen seven day� nfter the r�ceip[ of the Application, prepare a Certificate of Paymenj� uiih a copy to the Contr�etor�•for auch amount determined to be properly due� or etate in writing r�aeohs for vithholding a Cer[ifice[e as provided in Pir�graph I-S. 'I'he iaauance of a C�rtificate for Paymen't vill conttitute a r�pre6entation by the 1�rchitect [o the Ovner, besed on the Architect't observa[ions at the :i[e aa provided in ParaRreph B-3 and the de[a comprising the Applicetion for Piyment, thnc the uork hns progrec:ed to the point indicat�d; Lhat the quality of the uork i` in accordance vith the Con[rac[ Documec�ta (subject to an evaluation of the uork a: a functioning vhole upon Subscantial Comple[ion� io the resulte of :ny subsequent tests requir�d by [he Contract Documente, to minor deviations from the� Contract Documentc correctable prior` to completion, and to any specific qualifications atated in the Certificatel; and recouuoendations to the O�mer thet Lhe Contrector be paid in the aroount cercified. In addition� the Archit�ct's fiaal Certificate of Pevment Will constitute a further represencation to the Owner. that the conditions precebeni to the Contractor's being �ntitled to final payment as set for.th in thic Section have been fulfilltd. After t�e Architect has issued a Certificate for •Peyment, the O�mer shall approvt or disapp.rove same within ten (10� days after it hac` been delivered to the Director of Lhe Departmcnt of Transportation :nd Public works. For� contracts lers than S4Q0,000� O�r�cier aha11 pay 9QX of the approved estimate to the Contractor Within sevet� C�i�days efier ics approva�, and the remaining lOX of each such estimete vill be retained by the 4�mer until the final cstimate�is approved snd Lhe itork is accepted by th�N City Council of the Citq of Fort Wortb. �or contracts in excess of S400,A04,.the Ovner vill�retaia only SX of esch estimate unLil the�fiaal estimate �ic approved aad vork acctpted by Lfie City Counc il of the City, of Fort S7orth. . � � � � Q a � . a � � u No Certificate for a progress payment, nor any proRresc pavment, nor any partial or entire v�e or occupancq of the Project by Lhe Ovner, shall constitute an acceptance of iny Xork�not in accordance with the Contract Documents, or r,tlieve the Contracior of liabi2itp in respect to any varranties or responribility for faulty materiels or vorkman- ship. T'he Contractor shall promptly remedy any defects iA the Work and pay for iny damage to other work resulting therefraa �rhich sh:ll appear within a�eriod of one pe�r from the d:te of finai acceptaace of the Kork unlest a longer period i: epecified. �Fi�sl acceptance caa be made only by .the City Council of the Cit;r of Fori ttorth, and na other forcn of acceptance Will be binding ,upoA the O�mer. I-S Payments Withhcld. �he Architect may decline to tpprove an Application for Pnyment and cup �rithhold hia Certificate in �fiole or in part if in hi• opinion he ia.unable to make Lhe zepresentation: Lo the O�mer ns provided in t,his SectioA. 2� e Architect may also decline to approve any Applicationt for Payment or� because of subsequtntly diacovered eyidence or aubaequent inspectiona� map nullifq the �rhole or any part of anq Cert'ificste for Pnyment previously iasued�to such JUti 2 0 199d GC-25 � •��. exte�-[ as roay be necessary in his opinion to protect the Ovner from loss because of: a) defective vork no� remedied; b) c) d) e) f) claims filed or reasonable evidence indicatiag probable filing of claims; � failure of the Con[ractor to make payment�— properly to Subcontract:ora � or for labor� mnterial• or equipcaent; rea�oneble doubt thn�[ t�ie t�iork caa b� canple.�[ed for the unpaid balanae of the Contract Sum; damage to another contractor; reasonable indication that the uork ,will' not be completed vithin the Contract Tvne; or . _ g) unsatisfactory prosecution of t'he S7ork by the Contractor. Khen such grounds shall be made for reserves the right cri[hout payment of Work in �accord�ance Architect. � for the refusal of �payment nre resnoved, payment amounts �rithheld because of them. Tt�e Ocmer to crithhold the payment of anp monthly� estunate, interes[, if the Contractor fails to perform the crith the specifica[ion: or instrvctions of the I-6 Failure of Psyment. If, vithout fault oa the part of the Contractor, the Axchitect �should fail to issue aaq Certificate for Pnymen[ within seven (7) dayz after receipt of the� Contractor's Application for Pay�nent� or if, vithout fault on the part of the Contractor, the OWner should fail to dpprove such estimate or to pay to the Contractor 90X or 95X (as ap'plicable)•of the a�nount �thereof vithin th� period of tune specified in Psragraph I-4, then the�Contractor may, upon sevea (7) days additional �,+z�itten 'notice to the OWner and to the Architect, stop the �1ork until payinent of the aruount oving haa been received. . I-7 Substantial Completion and Final Payment. Frior to the requeat for ��,�I � ' '��► ►::�r�ie�— the Contractor must mee[ all ��i3�$ provisions of Para. C-21, uhen the Contractor determinea that the F?ork or a derignated portion thereof acceptable to the• OGmer' is substantia117 complete� the Contractor shall prepare for `ubmis�ioa to the Architect a lirt of items to be compl�ted or corrected. The failure to include any items oa such lict does not niter the responsibility of the Contractor to complete all Hork in accordance vith the Contrac�t Documents. When the Architect, on the basis of an inspection� de[ermine� that the Work ia subatantially complete, he will then prepare a Certificate of Substanti�nl Completion, crhich +ahen approved by the Ovner, shall eatabli�h the Date of Subctantial Completion, shall etate the responaibilitiea of the O�mer and the ConLractor for maintenance, heat� utilities� and insurence, and shall fix the time Within c�hich the Contractor ahell cocapletc the, i[ems liated therein, said time to be within the Contrnct Time unless ex[e�ded pursuant to Section R. 'ihe Contract Time shall be �� (-13-�i� G G- Z� JUK 2 0 t994 � � l_�I D L�J �I � � l�J � � � � �� !�J L�J l�l CI � ,„�.,�� considered ended upon the date of acce�ptance by the City Council of the City of Fort WorCh. Upon receipt of Written notice [hat the Nork ia ready for final inspection and acceptance and upon receipt of a finel Application for Payment e�d upon receipt of a final app:lication for payment�� providing the record drauingi haS�e been received by the Archit�ct, the Architect aill conduct such tesL endfor inspectione ae he deeme oeceasarq, and if in his apinion the Work haa been completed in accordance �rith the Contract I}ocwnenta, the � Architect vill pcomptly iasue a final Certificate for Payment etating tha[ to the beat of hie knovledge, informatio� and belief, and oa the basia of hie obeervationa and inspectione, the Work haa been completed in accordance vith the terros and conditions of the Contract Documents nnd thet the entire balance found to be due the Contractor, and �oted in ssid final Certificate is due a�d payable. Final acceptance can be made only by the City Covnc�l of the City of Fort Worth, and no other forro of acceptance will be binding upon the� OKnet. Final payment� and release of the retainage amount �.rill becane due �rithia 15 days fo2loWing approval of the City Council of the City of Fort uorth in acceptiag the �,+ork as cotaplete. ' • . Neither the final paym"ent nor the remaining retained percenCege shall b ec ane due until the Contractor submita to the Architect (1) an Affidavit that all payrolla, billa for materials and equipment, and othez indebtedness connected With the S1ork for �rtiich the Oc�aer or 'hia property might in any Way be responsible, have been paid or othersrise satisfied� i2) consent"�of suretq, if any, to finnl payment and, (3) if reQuired by the O�mer, other data establishing payment�or satiafaction of a�l such obligatious, such as receipts, releasea ,and� Waivera of lieas arising out of ti�e Contract, to the extcnt and in such form as may be designated by the Owaer. .If any Subcortractor, materialman or laborer refuses to furaish a,.release or�vniver required�bp the O�mer, the Contrac,tor ��aaq, at the �election of the Ocmer, fur�siat� s bond satisfactory to the Os�mer to indetnnify him against Say right,' claim or lien Which might be asserted by such Subcontractor, materialmaa or laborer. If any such right, claim or.lien remains unsatiafied after all payraents .are made� thc Coutractor shal] refund to the Owner-all monies that Che latter tasy be compelled to paq ia diacharging auch right, claim, or lien, including all costs and reasonable attorney`s fees-. The acceptance of fina•1 paymeat ahall constitute a�raiver of all claisns by the Contr.actor except ti�ose previously made ia �rriting and still unsett�ed. � ° � � SECTI4N 3 PROTECTION OF PERSONS AtID PROPERTY J-1 Safety Precautions and'pPrograma. The Contractor sha11 be respoasible for initiating, maint�ining and supervising all safetq precautions and programs in connection cTith the Work. � JUN 2 0 1994 GC-27 � J-2 Sefecy of Percons and Property. 1�e Contraccor sfinll take all rea`sonable precautions for che �afety of, and shell provide all reasonable proiection to prevent damage� injury or locs to: n) all employees on `the Kork �nd all other per�on• vho may be affected thereby; b) all �the �1ork and all meterial� tnd equipTnent to be incorpordt�d therein� vh�ther in ttorege on or off the ci[e, under [he care, cuctody or control of the Contzactor or eny of hia Subcontrac[orc or Sub-subcontractora; dnd c) • other� property at the �ite or adjac�nt thereto� i�cluding trees� shruba, lnvns, valka� pavements� roadvays, structures end utiliti�s not designated for removal,, reloce[ion or replecemen[ in Che course of construction. Until acceptance of [he Work, it ahall be vader the charge and care of the Conc.xactor� and he chall take every pzecaution ngains[ injury or damage to the Work by the action of the �lementt or fraca any other cause �rhatcoever, uhether arieing from ihe execution. or from the non-execution of the S�ork. The Contractor ehall rebuild, repair� restore a�d make good, at h,ic ovn expense, all injuries or•damage: to any portion of the Work occacioned bq any of the above, caused before iis completion and acceptanc�. The Contractor sha12 complq With ill applicabl� Laws, brdinances, Rules, ReRulations �and Or3ers of any� public authority havin� jurisdiction for the safety of persons or propertq or to proi�ci then froca damaR�, iniury or los:. Ae sbill erect and maintain. ts required by existing conditions and progres� of the SJork� all reasonsbl� s�feguards for �afet3+ and pro.tection, includiag post,iag danger :igns and other varnings agiintt hazard:, promulgaiing sifety regnlations and notifying oWr►ers aad ucers of adjacent� utilities. kfiea the nse or storage of explosivcc or other hazardous materiile or ,�quipment is necessary for the execution of the Work� the Contrsctor ahall exercise the utmoot care and� shall carry on such activities vnder �ihe a�perviaion of properlp que�lified per:onnel. All damage or lozs,.to ady property referred to in the precedinR paragrnphs caused ia vhale or ia part by the Contractor, aay Subcontr�actor. or anyone directly or indirectly emp�oqed bp say� of them, or by :ayone for vhoie act� any of them may be li�ble, shall be remedied by the Contractor, iAcluding damage or lo�t attribu[�ble�to feulty �rnvings or Spec�ification• snd act: or omi�sion: of �Lhe Architect or enyone esaployed by him or for uhoce acta he may be linble, and not attTibutable to th� fault or negligence of the Contrectoz, but ia no event �hall the Osmer be liable to Lhe Contractor or nnyoae claimiag througfi the Contractor for euch damage or los:. The ' Contractor shall deaignate a respon'tible member of his organizetion at the site whose dvty thall be the arevention of JUN 2 p 199Q . GC-28 I�J L�1 L�1 l�l � � L�� !�J ��1 � � �L� L■'J p l�J , ,.. �: nccidenct. Thia p��'�so�n� ahall be che C�ntrector's superint�nAent unl�ss oth�rvise designated in �rriting by tt�e Contr�ctor to the Architect. The Contrector ehall not load or permit tny pert of the Work to be loeded co e� to endanger its safety. J-3 EmerRenciea. In any rmergency aff�cting the :tfetq of per�on� or property� the Contzactor ahall ect at his diccretion to prevent threatened damage, 'injury or lost. Any additionel com�enaation or extension of [ime claimed by the Contractor on �ccount of emergencv work ehnll be dete rmined as provided in Section L, Changes in the Work. SECTION K IT2SURA2tCE R-1 Insurance Reauired. 1� e Contractor shall not commence Work under this Contract vntil he hac� obtained all insurance required under Lhis Section and such insurance has �been approv�d by ihe Osme:� nor shall the Contrnctor allov any Subcon[ractor to cammence Kork oa Lhis Subcontract until :11 similar ,insurnnce of the Subcontractor has been ro obtained and approved. . . R-2 R-3 Com�ensction Insurance. Ztie Contractor ehall take out aad maintain during the l,ife of this Concract �orkmea's Comp�ncation Insurance fo�'� nll of hir employeec at the site of the Projecc, and in cage any Work is sublei,.the Contractor shall require the Subcontractors similarlv to provide Worktaen's Compensetion Znsuranc� for all of the I�tter's employees ualess auch employees are covered by�tbe protect•ioa afforded bq the Contrector. In c ase any c�sss of employees .engaged �in hazardous vork under this �Contr•acc .at..th� site of the Frojeet is rot p�otected under the Kotkmen's Compensation etatute, the� Coatractor• shall provide and :hall cause each Subcontractor to provide idequate and suit:ble insurance for the protectioa of his emplopees no� othervise protected. Public Liabilitq and Pzo,pertv' DaraaRe Insur�lince. �e Contractor ahall take out and maintain during Lhe life �of �thit Coatract such Public Liability and Property Damage Inrurance tc shall protect hi�s, the Ovner and any Subcoatractor perforwing uork covered bp thi�.Goatract, from cl�ima for dsmages for personal injnry, including �ccideatal death, as vell �s fraa cla ims fo�r�per�ona� dtmage:, ahich may irise from operations under this Contract, iaclnd�ng blactiag� ahen bli:ting ie• done on� .or in connection �rith the �Kor�C of tht Projeci, �rheti�er �uch operatioas be by himself or by any �ubcoatractor or by anyoae directlp or indirectly�employed bp either 1�f them and tht-smounts of �uch lAtuTdllCt ahell be �ot 1cs: than th� following: � ., cc-s9 _ SUK 2 Q 1994 0 L�' _r- a s) Comprehensive Automobile Liability��For ell Co�tractor-ouned or non-oaned� but hired vehicle�): Bodily Injury: E$ch Pereon Pec Occurrence Property Damage: Per Occurrence b) $100,000.00 300�0OO.Ofl $300�000.00 Comprehensive General Liability: Bodily Injury: Each Person Per Occurrence Property Damage: Per Occurrence $250;000.00 Sao,aoo.oa $300,000.00' K-4 Builder`s Risk Insurance. The Co'ntractor shall take out� pay for and maintain at sll timea during the life of this Contract, Builder`� Risk Iasurance againat the perils of fire, lightning� uindatorra, hurricane, hail, riot, explosion, civic commotion, smoke, aircraft, land vehicles, vandalism, and maliciou.s mischief, in an• amount equal to 100X of the Coatrect Sum. Upon completion of the Work the Contractor �shall notify the Osmer in vriting before terminating this insurance. � - R-S Proof of CarriaRe of Insurance. The Contractor shall furaiah the Os�mer With a satisfactory proof of carriage of the iaBur��ac►ce �required. Certificates of insurance Will„tie required in duplicate for file with the Owner .aad .with the Architect� auch certificates to provide that the Osmer is entiL�led to the .same notice as that �given to the purctiaser of the insurance ia case o.f cancellation or aay major � change therein. SECTION L cxAxc�s zK.� wo�x L-1 Cha�Re Order., The OKner, vithout iavalidetiag Lhe Contract, may order Changes ia the Work Within the geaeral acope of the Coatract� consisting of additiona, deletiona or other reviaioaa, the Conttect Sum and the �Contract Time beiag adjusLed accordingly. All Such Changes ia the. Work ahall be _author£zed by Ci�aage Order� aad ahall be executed under the applicable� coaditiona of the Contract�Documenta. A Chaage Orde� ia�� written order to the Concractor aigned by the Contrector, Owner aad the Az�chit�ct, issued after the execution of the Contract, authoriziag a Change ia the Work or adjuatment ia the Contract Sum or the Contract Time. The `Cont.ract S�cn and the�Contract Time saay be changed only by Ci�ange Order. GC-30 JUN 2 0 1994' L'-"J � �� u �� LJ � � !', � � �� u L�J The coct or credit to the Ovner reculti�g from a`Change in the Work •hall be d�ter�ined�in one or more of the folloving veyt: a a) by mutual acctptan�e of a lump :um� properly it�mized, including the .allovance 'to Contraccor for overhead and profit stipulated.in [he original contrnct propossl; a b) by unit price: etated in the , Contrect bocvments or eubieque�tly agreed upon; or u L�J � � �I L�J L�f I�l ^I I�. �1 l�l c} by coat and a mutually acceptabl� fixe6 or percentag� fee. If none� of the methoda cet forth herein �bove is agreed upon� the Contractor� provid�d h� rec�ive: a Change Order� ahall promptly proceed With the Work involved. It�e cost o'f cuch vork ahall then be determined on the basia o�f•the Contractor': reasonable expenditurec and savings� including a reasonable allovance for overhead ana profit as indiceted in the ori�inal contract proposal. In euch cases, the Contractor shell keep nnd present � ia auth form as the �lrchittct shall prescribe, nn iiemized accounting together With appropriate supporting data. Yending final deterroination of cost to the Otimer, payments on account ahall be made on the Architect's Certificate of Paytnent as approved by tht Osmer. If after the contract ha°c been executed, the Architect requeats s price proposal from the Contractor for a proposed change in scope of the vork, Contractor ahall process such proposal vitl�in seven days of receipt and return the price quote to the Architect ia �rzitin�. 7he Architect ah:ll reviex ��tht price quotation and if approval is recomsnended� forvard th� proposed change order request .and price proposal to •the dvner for approval. If th� Architect di�agrees vith the price propos:l submitted by Contrector� Architect will�attesapt to n�gotiate viti� Contractor Lo revise Lhe propo:al�to i figurt•vhich�is fair a�d reasonable and. fos�rard it oa to tbe� OWu�r for approval. If the negotintiona do noi result iA an equitable aolution, the Architect shall prepaze a cost-plus type Change Order vith a price-�c�ot-to-exceed figure for ipproval bq the City and require cpecific documentation to be provided by Contractoz��in accozdance vith th� paraRravh above. Contractar is advised thet according to Cit7 of Fort Worth Charter, that �ri�ea tht cumulative eff�ct of Chaage Orders result: �iA an increase in cost� of the coAtract Rmount. by over $3,440� the City Council must ipprove all such t� ange drdert �fiich vill exceed this limit. i�ormal 'procesaing time for the City Staff to obteia.City Council �pprovnl, oAce the recommended change order ha: beea received at the Citq, i• approximatelq 30 days. Ovner, Architect�snd Contractor shall eadeavor to identifp GZ�ange Order .itemt as e�:rly in Lhe Constructioa procees :� poesible to minimiu tbeir impact oa the conatzuctioa tchedule. . � If unit prices are atated in the Contr�trt Documentt or subsequenily � agreed upon, and if the quantitie: origiaally contemplated are eo changed in a propoacd Chang� Orde= that application of tbe agreed unit � price: to the quaatities` of Srork proposed vill create a hard�hip on L�J GC-31 JtSN 2 0 1994 u the Ovner or 'the Contrac[or� the applicable unit pric�� ah�ll b� equitebly edjuated to prevent auch hardehip. If the Coatrnctor claima that addiiionel cott or iimt it i°nvolv�d becauae of il) a�y �rritten i�ierpr�te[ion i�iued pursuant to Section A� (2) eny order by the Architect or O�mec Co stop the Work pursuant Co Sec[ion B, vhere che ConLractor v�: not �t f�ult; or (3) an7 written order for a minor chnnRt in the Stork issu�d pursuant to f>ection L� Lhe Contrector ehall meke tuch claim a• providcd in Section L. L-2 Clnims for Additional Cost or Time. If tfie ConC'ractor wishee to make e'cleim for an increase in Lhe Conts�ct Svm or an extension in t}�t Contrect Tim�, he shall Rive the Archit�ct vritcen notice ther�of vithin e reasoneble time aft�r the occurrence of the event givi�g rise Lo such claim. This notice ahall be given by the Contrnctor before procee,ding to execute the uork, except in an emerge�cy endangering 'life or property in vhich case the Contractor ahall p'roceed in accordanca vith Section J. .No auch c]aim sha11 be valid unlesa io made. Any change in the.Coniraci Sum or Contract Time. resulting �from Euch claim� �if approved by the �Ovner, chall be auihorized by Cl�ange Order, L-3 Minor ChanRes in the Work. Zi�e Architect shall h ave duthority to ozder minor changes in the S�1ork not �involving an edjustment ia the Contract Svm or an extension of the Contract Time and Aot inconsistent vith the intent of th� Contract Docu�nents. Such che�gee mav be effected by Field�Order or' by other �rritten order. 5uch changes ahall be confirmed in �rriting by the Architect and shall be binding on the Oxner and the Contractoz. L-4 Field �Ordera. �e Architect �aay iasue vrittea Field Orders, vhich interpret the Contract Documents in accordince vith Sec[ioa A� or �fiich order minor changes. in the uork in accordance •+ifh Section L vithout change in Contzact�.Sum or Contrtct Time. h�e Contzactor shall carry out such Field Orderr promptly. � SECTIOK H UNCOVERIt1G AND CORRECTION OF WOR�C tS-1 t}ncoverinR of Work. Zf any �tork :hould be covered contrnry to the rcquesL' of the Osmer or Arcbitcci� ii mvst be •uncovered for observntion and replaced� at the Contractor's expease. If nny other vork hae been covered xhich the Ocmer or Architect hav� not :pecificallq requeated to observe pric�r to beiag covered� ttie Architect� or thc Ouner may request Lo�see such �+ork �nd�it shall be uncover�d by the Contractor. If 6uch Work be found in accordance vith the Plans and Specificationa,� tht coet of uncovering and replac�me�t ahall� by appropriate Chdnge Order. be charged to tht Otmer. If such work be found not in accordnnce vith the Pla�s tnd Specifications, the Contractor shall peq auch casta unlets it be found that this condition was caused by i aeparate contractor employ�d as provided in Section F, JUN 2 0 �994- GC=32 l� � I'�l � L� L=J � ,� l �J � � L!1 � � � � � � CI LJ u � � � � � . � l�l J � � u � � � � and in that ev�nt the payment of s�ch costs. Ov�iet "chall determin'e v}�o� ic recponsible for the H-2 Corr�ction of Kork. me Contr�ctor ehell promptly correct all vork rej�cted by the O�+n�r �or Architec[ a: defective or s: failing to conform to the Plens and Specifications, c+hether oboerv�d before or after Sub�Lantial Completion and whether or not fabric�i�d, in�talled or compl�t�d. Z�e Contra'ctor ahall bear all co:[� of correcting such rej�cted Work, including the coct of the Architect's additional service thereby made necesaary. If� vithin one pear af[er th� Date of Substantinl Completio� or vithin such longer peri.od of time ae may be pr�scribed by lav or by the terma of any applicable aperial guerantee zequired bp the Contrect Docu- menta, any of the vork it found to be defective or not in accordance vith the Contract Documents. the Contrector shall correct it promptly after receipt of a�rritfen notice from the Owner to do co� unl�ecc the O�mer has previously given the Contracior a vritten acc�piance of avch condition, describing 6ame specifically and not generdlly. Tre Q�mer shall give such notice prompt2y after discovery of the condition. � All such defectiv� or non-conforming vork under the pfeceding paza- graphs chall be removcd frora the aite vfiere nec�asary, and ihe .work ahall be correcied to comply Witi� the Contract Document: crithout cott` to the Ucrner. The Contrector shall bear the cost of �aking good all Work�of separate contractors destroyed or damaged by such removal or �corr�etion. If the Contzactor does not remove avch �defective or noa-conformiag Work Within a reasonable time fixed by written noticn from the xrchitect or Lhe Omer, tht �O�mer may .remove it and may store the materials or equipment, et the expeas�. of thc� Contractor. `If the Contractor does not pay the coct of such zemoval snd cLoraRe vithin ten days thereaf_Cer, the Owner mty upon ten�additional�daqs' vritten aotice sell such work at •uc[ion or at private sale fnd chall account for the net proce�ds thereof, after deducting all the costt that shovld h ave been borne by the Contrnctor includiag compeasation for additional Architecturdl Service:. If auch proceedt of s:le do aot cover all coctz *ahich the Contractor should have bornt, Lhe d'ifference ahall be ch:rged to the Contractor and an appcopriate GZiange Q:der :hall be isaued. If the paycxnt• thea or thereafter due the Contr�eLor are not sufficieat•to c�ver such .amouat, the Contractor�shil?� psy ihe difference to the .O�mer. . If the Contracior fails to correct �uch defective or non-confonaing work, the Ouner may correct it iri accordanct vith SectioA G. The obligatiaa of the Contrector under thi: Section ti�a11 be in additioa to'and not in 2imitation of any obligations impoted upon him by ap�cisl guaranteea r�quired by the Contrnct Documentt or atheruise preccribed by ltw. . - . � � .CC-33 ��1� 2 fl 1994 L� � M-3 Acceptance of Aefective or Non-Confor,ming k'ock. If the Owner prefera to accept defeciive or non-conforming vork, he may do so instead of requ,iring its removal and correction, in which case a Change Order vill be issued to refleci an aQpropriate reduction in the Contract Sum, or, if the .amount is determined after final payment, it ehall be paid by the Cont,ractor. _ � SECTION N TERMINATION OF THE CONTRACT N-1 Termination by the Contractor. If the uork.is atopped for a period of thirty ,d ays unde� an order or any caurt or other ,public authoritq having jurisdiction, through no act or fault of the Contractor o�r a Subcontrector or„ their agents or employees or sny other persons perfozming any of the work under a contract aith the Contractor, or if the work should be stopped for e period of thirty days by the Coatractor for the OWner's failure to make payment thereon as provided in Section I, then the Contractor may after the end of auch period of thirty C30) days and upon seven (7) additional days' uritteu notice to Che Owner and� the Architeci,•terraiaate the Contract. N-2 Terminstiocr by the Owner. If the Contractor is adjudged as bankrupt, or if he makes a genera�l essigrunent for.the benefit of hia creditora, or if a receiver is appointed on account of hia insolvencp� or if the � Contractor refuses, except iq cases for vhich ext�ensiou of Lime ia provided, to � supply enoug'h pro,perly skilled �rorkmen or proper materials, or if h�e -fails to make� prompt paysnent to Subcontractors or for materials or labor; or fails to coc�plp �rith all Laws, Statutes, Charter, Ordinances, Regulations �or Orders of any .public authoritq having jurisdictioa, or otherxise is guiltq of : substantial violatioa of a provision of Lhe Contract Docuraents, thea the Owaer, ou ita oWa iaitiative or, upoa certificatioa by the Architect that suf.ficient cause ex.ists to justify such -action, may,� vithout prejudiee to aap �� right or recaed y�and after giving the ContractoY and hit surety, if any, seven (7) days' Written notice, �tercniaate the easploysnent of•the Contractor and take possession of the cite and of all materials, equipcnent, toola, construcCion equipcaent .aad machinerp thereoa o.s.*ned by the Contrsctor and may fi�ish the Work,by irhatever raethod he raay deem expedient. In such case tbe CoAtractor ah:ll not be entitled to receive any further payment until the Work is fiaished. Zf the costs of finishing the f�ork, iacluding Cocnpensatioa for the Architect'a additional servicra, exceed the unpaid balance of the ConEract, the CA ntractor sha21 pa� the difference to the O�mer. SECTI02i 0 SIGNS The Contractor shall construcC and install the pcoject designatioa sig�n es required ia the Contract Docwnecita and in strict accardance �rith the Specifications for "Project Designatioa Signs." ?hia sign shall be a.part cc-3� JUN 2 0 1994 Ll � � LJ � C'_J � l-=l L_-J � u -��- L-'1 I� � � � � a` -- - -- � l.J � u L'�' LsJ LiJ [� L�J � L�l LJ � L�' LiJ L�'1 0 � of this Contract and shall` b� 'in��uded in the C4n"tractor's Base Bid for the Project. See pages S-1 througfi S-3 for sign details. � SECTION P TEKPORARY FACILITIES P-°1 Scope. The contractor ;shall furnish, erect� and maintaia facilities and perform temporery uork required in the performance of this Contract, including those shown and specifled. P-2 Use of Temporary Facilities. All temporary facilities sha�l be made available f or use by all Workmen and eubcontractors employed on the project, subject to reasonable airections by the Contractor as to their.proper and most efficient utilization. P-3 Mai�ntenance and Re,moval. The Contractor shall maintain temporary facilities in a proper, safe operating and sanitarq condition for the duration of the Contra�t. Upou completion of the Contract, all. such temp�rary Work and facilities shall be removed from the premises and disposed of unless otheitwise directed or specified �ereunder. P-4 'Field Offices and Shed,s. The Contrac,zor shall provide a teaporary field office building �or himself, his subcontractors and use by the Architect. For construction contracts With a bid price ia excess of $1,000,000.00, the Contractor shall provide a separate field office for Lhe City's field re»presentative (but the separate office may be in the same structure). The buildfngs shall afford protectiou against the ueather, and each office shall have a lockable door, at lesst one windov��adequate electrical outlets and lighting, and a shelf large enough to_accommodate perusal of the project draaings. Openings shall have suitable locks. Field offices sha13 be maintained for the full time duriag the operation of�the, Work of �the Coatract. Duriag cold weather months, the field offices shall be �suitablq insulated and equipped uith a heating device to maintain 70 degree Fshrenheit temperature during the MWork day. During Warn aeather the offices shall be equipped with an air conditioniag device to maintafn temperature beloW 75 degrees F. Upon completioa of the �rork of the Cantract, the • Contraccor shall remove the building from the premises. Ia addition to the draWing shelf, pro�ide for the Citq field representatives office: one' desk, four chairs^, plsa rack and a four drawer filing cabinet (�ith lock). Esch office shall contain not less th,an 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. 1:ocatioa of rheds and trailers shall be as �approved by the Architect. Remove sheds when work is completed, or as directed. P-5 Telephone. The Contractor shall provide aad paq for telephone � installation and se=vice 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 � .!�l�t 2 0 i99d ' rr_� c �J � telepho�e nnsvering device at [he eite office for the duration of che proj�ct. The contractor shall provide i cepara[e tel�phone line� �nd i�strument for uce by the City'a ficld repr�e�entatives. • P-6 Toilet Fecilitie�. it�e Contrictor shall providc p,roper, sanitary and eiSequa[e coilet f�cilitie• for the u:e o_f all 'workmen and aubcontractori rmploy�d on the projecL. ' P-7 Ucili[iea. Coniractor shall make all nececcary arrangeroents end provide for temporery vater and elecLricity r�quired during Lhe conctruction. Contractor at�all providc and inatill C�mporary utility metere during the eontract construction p:�riod. 'iheee meterc �ill be read and the Contractor Will be billed on hi: accua� uae. 'ihe Contractor ihall provide dll labor nnd� meteri�lc required to, [e�p into the utilitie:. �e Contractor shall make the connection: and extend the service lines to the construction area for uce of �all tredes. Dpon co�npletion of the work all utility lines shall be zemoved nnd repairs made io the e�cisiing lines. Only utilitiea et exiatinR vo]teges, , pressures, frequencies, etc. vill be nveilable to the Contracior. Weter. Provide an ample supplv of potable vaser for all purposes of construction at a point eonvenient to Lhe project or at shoWn on the, DraWings. Pipe Water from the tource of s,upply to �11 points vhere �rater xill be requir�d, Provide sufficient hose to carry vater Lo every required part of the conctruction and a"IloW the use of vater fec�ilit�ies to subcoatractors engaged on the work. Provide pumps, tanks and compressorc ac may be required to produce required pressuree. Electric Service. Provide adequate electric service for povet and lightiag to all points �rt�ere required. Temporary, electiic service shall be of sufficient capacity �nd characteristics to cvpply proper curr�nt for various typet of coastruction tool:, mot.ors, vel8ing'machines, lights, heating plint, �air conditioning system, pumpa� and oth�r work required. Provide sufficient aumber of electric ovtl�t: so Lhat SO foot long extensioA cordi xill reach all vork r�quiring light or poWez. Svpplq and mainteia temporary 1`ighting so ihat uork of �11 trade: may be _properlp ind safelq performed; in �ych area• :nd at such Lime that day�=lighting is inadequate., Provide at ��ati 0.75 v:tis of incand�scent lightiag�per square foot aad maintiin t socket voltage of at tea:t 110 volt:.�Uac at leatt 148 vatt Iumps. In anp event•, the ligh.ting inteneit7 ah:il noi be lesc than S foot cendle: ia the vicinity oi srork nnd traffic ereas. P=8 Heatin�. He:tiag Gevices required under.thi� paragr�ph .shall not bn electric. The Contra�tor ahall pzovide t�est, vtntilation. fn�l tnd sezvicGa as required to protect nll vork.and materialt aad to kcep the humidiiq d'oun to the exteat requi�red to prevent corros'i�r, of sny metal �nd to prevent dampnesc or mildcW �+t�ich ia potentially 8anagin� to material: nnd finishea. All such heating, ventilation end :ervices sfi ell be � JUN 2 0 1994 GC-36 � � L'_J � L�l LJ LJ u ��] � � L-�' I� � L; � �� L� � � � � I� � � � � � (� J � � � � provided and maintainedF� {u�c,�,l fin•al acce.ptence� of all vork. In eddition, the Contracioit"�hel�° provide hea[� �nd ventilation prior and during the folloving vork operation� a• follovt: a. At all time� during the placing, •etting �nd curing of concre[� provid"e sufficient heat to incur� the heating of the epacec involved to not lece thnn 40�F. . b., Fram the beginning of th� application of dryvall and during the •etting end curing period, provide sufficient hea[ Lo pr6duce d temp�riture in the epaces involved of not less than SS�F. y� c., For � period of aevea (7) daye pr�vioua to the placing of interior finish materinla and ihroughout the placing of finish .painting�, decorating and laying of resilient flooring mate�ials, provide sufficient hea[ to produc� e temperature of no[ less than 68'F. d. �fter finishing tradea are coroplete.d and vntil final . acceptnnce of the vork or until fUll occupancy by the Ovner, provide a tempereture of not l�ae than 60'F. P-9 ?emcorary Construction, Eouipment and S'rotection a. 'I�e Contractor shall provide, mainta.in, and remove upon completion of tbe �rork �11 temporary rigging, aca`ffolding, hoisting �quipment, rubbish chutet, ladders to roof, barricades around opeaingt, and all other temporary Work as required to complete e�ll vork of Lhe Contract. Contractor shall coordinate the use and furai"thing of scaffolds vith his �avb-contractors. b. • T1�e Contractor � rhall provide, maintain, and remove �upoa compl�tioa of the vork, or fOOA�T•� if authorized by the Architect, a1°1 fences, berricades, lighta, shoring, pedestrian valkWayr, tempornry fire escapes,� and other �protective structures or 3evices necettary for the s�fetp of �rorkmen, City employees, equipment� the public end propertq. c. All temporary conatructioa and equipmeat shill conform to all regvlations, ordinances� laa: �nd oiher r�quirement� of the authorities having jurizdictiort, including insuraace .corapanies, with regard: to saftt7 precaastionsr oper:tion, and fire hazard.. � d. PumPinR: Zi�e Contractor shall provide aad maintiin pumping facilities, including pover� for keeping the tite, �xcavationa and structure free of eccumulatioaa -of uate at all times, uhtther fram undcrgraund aeepage� rainfall, drninage of bzoken lines. . e, ilnauthorized Entrp: T�e Contrector �hall maintain provision for closing �nd locking the building at such time as' � JIlN 2 4 i994 GC-37 1�J poseible to do •o. If thi� i� not ''fen�ible, maintain a nighc vatchman on the premisec or take other •pproved measur�a to iafeguard the b�ilding again.st unauthorized entry. g. Temporary Kall�. Cloeures and Barrita�c'�: Il�t Contrector ihell provide and maintain all barricad�s or enclosure:, requir�d to protect the vork ia progrc�� from ouceid� elCment:� duats, snd other di�turbance: ae a re�ult of vork und�r Lhis Contract. Such protection �hall be poaitive, ahall mee[ the approval of the I�rchitec[ �nd ahall be •ma�ntained for the duration of the construction period or a� required to provide for the pro[ection ae �pecifi�d. P-10 Projec[ Bulletin Board. The Contractor ehall furniah, install and maint�in during the life of ihe projcct ,a vee[herLight bullctin board approximately 3 f�et high by S f�et wide having not less thnn tuo 'hinged or aliding glasa doorc vith proviaionr for locking. The bulletin board ahall be mounted crhere and aa approved bv the Arcritect,,. in a promin�nt place aca�easible to employees of the Contractar and sub--conttactora� and to applicants for emp2oyment. The bulle[in board ahall zecaain the properip of the Contra�tor and shall be removed by him u pon completion of tht Contract uork. The folloWinR inforoation c�fiich Will be furniahed by the City to th� Contractor, ehall be posted on the bulletin boazd and chall b� maintained by the Concraccor in easily readable condition it all times for the duration of the Contraci. e, 1%e Equal Qpportuniiy Poster and Nbtice Nondescrimination of Employment (Scandard Fotcn 38). b. Wage Rate Information Pocter `(Fora► SOL l55), vith �the Coatract Schedule of minimum aage rates as requir�d by the� Aavit—Bacon Act. � . ,- c. Safety Posters. P-11 i?ard Aats. Aard Hats Will be required at al�l canstruction sit,cs includeE ia thit Contract fracn atart, to �completion of �+ork. Each Contraccor� employee and vistor at any conctruct,ion :it� included in the Contrict.uill bc r�quired to �retr : t�ard hat. Ti�e Contractor shsll �nforce Lhe. crearing nf hard hats by Coatractor, .employtes and visitor:. 1'he�e requ�rements are i� idditioa Lo the � AccidenL Preventioa Clause ia the Geaer�l Condition: of the Contract, Contractor ahall provide tea hnrd hats for uae by Lhe consulting Archittcia and Engincer: and Vititors. L�' LJ � u L=J � u 1 �J L:J � L.�1 � � � �� -- END OF G£lIERAI. COHDITIOKS -- . �_3$ JU� 2 0 i994 � �❑ L!" lJ GENERAL COt�OI T I ONS .I NOEX � A OEFINITIONS PROCEOURES ANO INTERPRETATIONS � � � Q � � a � � � U � �� .� a Q A-1 Contract Oocuments ' A-2 Entire Agreement A-3 Wor k A-4 Execution of the Contract Document.s A-S Familiarity with Proposed Work A-6 One Unified contract A-7 Oivision of Work A-8 Interpretations A-9 Copies of Working Ora�ings and Specifications A-]0 Disadvantaged Busine5s Enterprise Policy B , IOENTITY 0� ARCHITECT 8-1 Outies of Architect B-2 Architect as Representative of the Owner B-3 Access to Job Site 8-4 Interpretations e-5 Authority to Stop Work 8-6 Miscellaneous Outies of Architect B-7 Termination of Architect C OWNER � C-i Identification C-2 Outies of the Owner ' C-3 Instructians C-4 Access �to Job Site C-5 Progress Inspections C-6 Authority to Stop Work C-7 Substantial Completion Inspection 0 CONTRACTOR • � D-1 Idantification O-2 R�eview of contract Oocuments � O-3 Supervision O-4 Labor and Materials � 0-5 Prevailing�Wage Rate O-b Warranty . � 0-7 Taxes • � ' 0-8 l.icences. Notices and�Fees � 0-9 Cash Allowances � 0-10 Superintendent � D-1� Responsibility for Employees and Sub-contractors 0-12 Progress•Scf�edule � D-13 Orawings and Specifications at the Site � 0-14 Shop Orawings and Samples 0-15 Site Use . 0-ib Cutiting an Patching or Wor4� 0-i7 Clean Up � ,1UN 2 �0 199�= GC-39 � ��J 0-�18 Communications D-19 Contractor's Responsibility for Oamage Claims 0-20 Brokering Construction Cc�ntracts � � E SUBCONTRACTORS E-1 Oefinition E-2 Award of Subcontracts E-3 Terms of Subcontracts E-4 Payments to Sub-Contractors . F SEPARATE C�NTRACTS G-1 Owner's Right F-2 Mutual Responsibility of Contractors F-3 Cutting and Patching Under Separate Contracts F-4 Owner's Right to Clean Up G MiSCELLANEOUS PROVISIONS G-i Conflict of Laws G-2 Personal Liability of Public OfFicials G-3 Successors and Assigns G-4 Written Notice G-S Performance Bond and Labor and Material Bond G-6 Owner's Right ta Carry Out the Work G-7 Royalties and Patents G-8 Tests . G-9 Interruption of Existing Utilities Services G-10 Laying Out Work • G-il"Existing Overhead or Underground Work G-12 �ining or Joints in Finish Materials G-13 Integrat�ing Existing Work . G-14 �acation of Equipment and Piping G-15 Overloading G-ib Manufacturer's Instruction G-1'•Cleaning Up � � G-18 Oust Control G-1�9 Fire Protection G-20 Cutting and Patching G-21 Project Closeout � G-22 Guarantee and Extended Guarantee G-23`Record Orawings G-24 Construct iori Ferice ' G-2S Product Oeliver. Storag�. Handling H CDNTRRCT TIME H-1 Definitions H-2 Progress and Completion H-3 Oelays and Extension of Time H-4 No Oamage for Oelay I PAYMENTS ANO COMPLETION JUN 2 0 .1994 GC-40 . � � � a � a � � � . � � � . � . � . � [_�� 0 � L�l L�1 l�!J u � •- [#J � � � � L�1 � LJ � Lil � � I-1 Contract Sum . I-2 Schedule of Values I-3 Progress Payments 1-4 Certificates for Payment I-S Payments Withhe,�d I-6 Failure of Payment I-7 Substantial Completion and Final Payment J PROTEC7ION OF PERSONS ANO PROPERTY J-1 Safety'Precautions and Programs J-2 Safety of Persons and Property J-3 Emergencies K INSURANCE � K-1 Insurance Required ' K-2 Compensation Insurance ' K-3 .Public Liability and Property Oamage Insurance K-4 Builder�'s Risk Insurance � K-5 Proof of Carria;ge of Insurance - --y � . L. �CHANGE$ IN THE WORK L-r Change'Order . �-2 Claims for Additional Cost or Time L-3 Minor .C�anges in the Work �-4 Field' O`rders .; . . M� UNCOVEF�ING AND CORRECTION OF WORK � M-1 Uncovering of Work M-2 Correction of W�rk M-3 Acceptance of D�fective or Non-Conforming Work N TERMINATIaN OF THE CONTRACT N-i Termination by the Contractor N-2 Termination by,��he Owner 0 SIGNS � P TEMPORARY FACIL.ITIES P-1 Scope P-2 Use of Temporary Facilities . � P-3 Maintenance and Removal � " P-4 Field Offices and Sheds P-S Telephone ' _ P-6 Toilet Facilities P-7 Utilities � � P-8 Heating � . � P-9 7emporary Construction, Equipment and Protection P-10 Project 6ulletin Board P-I1 Har� Hats GC-41 li! LJ � L� `�� L�J � L!�J L�J l�] � L�1 �I� 4� l�J ,— Rl I�� I� SUPP�EMENTARY CONDITIONS CITY OF FORT WORTH DEPARTMENT OF 7RANSPORTATION AND PUBLIC WORKS 1. FAILURE TO COMMENCE WORK: Shouid 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 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 speciflcations 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. 2. SUBLETTING: It is further agreed that the pertormance of this Contract, e'�ther in whole or in part, shall not be sublet or assigned to anyone else by said Contractor without the written consent of the Transportation and Public Works Director of said City of Fort Worth. 3. CONTRACT ADMINISTRATIOK: Where the term "Architect" is used in the Section 6 and elsewhere in the "General Conditions of the Contract for Construction", it shall refer to the Director, Transpo�tation and Public Works or his designated Project Engineer. The Director, Transportation will designate a Project �ngineer and Construction Manager to administer this contract and perform the functions of the "ArchitecY' as indicated in the General Conditions. 4. CHANGES: 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 Pubfic Works. A change order must be written and duly negotiated and executed prior to performing changed work. RIGHT TO AUDIT: Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this contract, have access to and the right to examine 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 subcont�acts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) 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 "subcontract" as used herein includes purchase orders. Contractor agrees to photocopy such documents as may be requested by the city. The c'tty agrees to reimburse Contractor for the costs of copies at the rate published in the Texas Administrative Code. 1 /27/98 SC-1 �i u � � � l�J � � L�' �I � L�1 � �' � L�J � � �� 6. LIQUIDATED DAMAGES: The deduction for liquidated damages shali be set according to the latest revision to the City of Fort Wortt� Standard Specifications for Construction, Specification Item 8.6 as shown below and will be reflected on page C-2 of these contract documents wher� this contract is executed. 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 7. TERMINATION: This contract may be terminated by the City of Fort Worth 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 pertormance of the work of the contract is being terminated and the effective date of termination. After receipt of termination the contractor shall: a) Stop work under the Contract on the date and to the extent specified on the notice of termination. b) Place no further orders or subcontracts excep: 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 City Council of the City of Fort Worth shall be final and binding upon all parties to this contract 8. UNRESOLVED CLAIMS: In the event a written claim for damages against the Contractor or its subcontractors remains unsettled at the time all work on the project has been completed to the satisfaction of the Director of tfie Transportation and Public Works Department, as evidenced by a final inspection, final payment to the Contractor shall not be recommended by the Director of the Transportation and Public Works Department for a period of 30 days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Director that the claim has been settled and a release has been obtained from the claimant involved. Although the claim concerned remains unsettled at the expiration of the above 30-day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi-final payment to be in an amount equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of the pertormance of such work, and such semi-final payment may then be recommended mended by the Director. E►r'�7�I3 SC-2 �� C L!I �I L�J I� LJ l�l The Director shall not recommend final payment to a Contractor against whom such a claim for damages is outstanding for a period of six months following the date of the acceptance of the work pertormed unless the Contractor submits evidence in writing satisfactory to the Director that: (1) The claim has been settled and a release has been obtained from the claimant involved, or (2) Good faith efforts have been made to settle such outstanding claims, and such good faith effotts have failed. If condition (1) above is met at any time within the six month period, the Director shall recommend that the final payment to the Contractor be made. If condition (2) above is met at any time within the six month period, the Director may recommend that the final payment to the Contractor be made. At the e�iration of the sa month period the Director may recommend that final payment be made if all other work has been pertormed and all other obligations of the Contractor have been met to the satisfaction of the Director. The Director may, if he deems it appropriate, refuse to accept bids on other Transportation and Public Works Department contract work from a Contractor against whom a claim for damages is outstanding as a result of work pertormed under a City contract. a -- 9. CONTRACTOR'S WARRANTY: The Contractor agrees to warrant his work and materials provided in accordance with this contract and the terms of the Special Provisions contained herein. Unless supplemented by the Special Provisions, the Contractor shall warrant all work materials, and �j equipment against defects for a period of one year from the date of final acceptance. The Contractor U further agrees to bear all costs of making good all work which 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. � 1 Q. INDEPENDENT CONTRACTOR: Contractor shall perform all work and senrices hereunder as an independent contractor, not as an officer, 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 pertorming same, and Contractor shall be solely responsible � for the acts and omissions 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. � �. �' �I a � � 11. SURETY BONDS: Surety Bonds are required on all City contracts in excess of $25,000. The Contractor agrees, on the execution ofthis Contract, and before beginning work, 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 fumished in the prosecution of tf�e work, such bonds being as provided and required in Article 5160 of the Revised Civil Statutes of Texas, 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 Council of the Ciry of Fort Worth. Bonds shall be made on the forms furnished by or otherwise acceptable to the City. Each bond shall be properly executed by both the Contractor and the surety company. Bonds required by the City shall be in compliance with all relevant local, state and federa) statutes. 1/27/98 SC - 3 � � � � I• I� J �J � � � � [�1 � l�J a I�l �i � To be an acceptabie surety on the bond, (1) the name of the surety shouid be included on the current U. S. Treasury List of Acceptable Securities [Circular 570]. Any surety authorized to do business in Te�ras a may write pertormance and payment bonds on a project without reinsurance to the limit of 10 percent of its capital and surplus. Such a surety must reinsure any obligation over 10 percent. The amount in excess of 10 percent must be reinsured by reinsurers who are duly authorized, accredited, or trusteed to do business in the State of Texas. Should any surety for the contracted project be determined unsatisfactory at any fime during same, the Contractor shall immediately provide a new surety bond satisfactory to the City. 12. INDEMNIFICATION: Contractor covenants and agrees to, and does hereby indemnify, hold harmless and defend City of Fort Worth and the Construction Manager, their officers, agents, servants and employees, from and against any and all claims or suits for property damage or loss and/or personal injury, Including death, to any and all persons, of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by Contractor, its officers, agents, employees, contractors, subcontractors, licensees or invitees, whether or not caused, in whole or in part, by alieged negligence on the part of officers, agents, servants, employees, contractors, subcontractors, licensees and invitees of the City of Fort Worth; and said Contractor does hereby covenant and agree to assume all liability and responsibility of City of Fort Worth, their officers, agents, servants and employees for properly damage or loss, and/or personal injuries, including death, to any and all persons of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by Contractor, its officers, agents, employees, contractors, subcontractors, licensees and invitees whether or not caused, in whole or in part, by alleged negligence of office�s, agents, servants, employees, contractors, subcontractors, licensees or invitees of the City of Fort Worth. Contractor likewise covenants and agrees to, and does hereby, indemnify and hold harmless City of Fort Worth from and against any and all injuries, foss or damages to property of the City of Fort Worth during the pertormance of any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from, in whole or in part, any and all alleged acts or omissions of officers, agents, servants, employees, contractors, subcontractors, licenses, or invitees of the City of Fort Worth. 13. 1 /27/98 INSURANCE: Section K of the General Conditions is replaced with the following: SECTION K - INSURANCE K-1 Insurance Repuired. 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. K-2 Workers' Com�ensation Insurance. The Contractor shall procure and maintain during the term of this Contract, statutory Workers' Compensation Insurance for all of his employees at the site of the Project, and in case any work is sublet, the Contractor shall require the Subcontractors similarly to provide Workers' Compensation Insurance for all of the latter's employees unless such employees are covered by the Workers' Compensation lnsurance maintained by the Contractor. Employer's Liability shall be included and such insurance shall be maintained at the $500,000 limit for each acadent, disease-each employee, disease-policy limit. SC-4 C� 0 � � � K-3 j„iabilitv 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 pertorming 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 directiy or indirectly empioyed by either of them and the limits of such insurance shall be not less than the following: a} Automobile Liability: $1,000,000 each accident, or reasonably equivalent split limits for bodily injury and property damage. Coverage shall be on "any auto" including leased, hired, owned, non-owned and borrowed vehicles used in connection with this Contract. a b) Commercial General Liability: $1,000,000 each occurrence. Coverage under the policy shall be as comprehensive as that provided in a current Insurance Services Office (ISO) policy form approved for use in Texas and the policy shall have no exclusions by endorsement unless such are approved by the City. � � � il�l J L �I � I_�J J C 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, Builder's Risk Insurance against the perils of fire, lightning, windstorm, hurricane, hail, riot, 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 flood and earthquake plus for materials and supplies while in transit and while being stored on or off site. Different sublimits for these coverages shall be approved by the City. Consequential damage due to fautty workmanship and/or design pertormed 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. K-5 Proof of Carriaae 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 Contractor's 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 Contractor's insurance coverages specified for the project(s). K-6 Other Insurance Related Reauirements. 1. The City of Fort Worth shall be an additional insured, by endorsement, on all applicable insurance policies. 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. L�J I�I 1 /27/98 SC-5 � ��l I� � C �I L�J � � I� � I■ LJ ��J � � L!' � � 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. 5. The City of Fort Worth shail be notified in writing a minimum of thiriy (30) days prior to an insurers acction in the event of canceilation, non-renewai or material change in coverage regarding any policy providing insurance coverage required in this Contract. � 6. Full limits of insurance required in Subsection K-3 of this Section shall be available for claims arising out of this Contract with the City of Fort Worth. , 7. Certificates of insurance shall be provided by the Contractor 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 palicy 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 requirec� 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. Company shall agree to either require its contractors to maintain the same insurance coverages and limits thereof as specified herein or such coverage on the Company's Contractors shall be provided by the Company. 13. 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. BesYs Key Rating Guide. 14. GOVERNING LAWS: It is mutually agreed and understood that this agreement is made and entered into by the parties hereto with �eference to the existing Charter and Ordinances of the City of Fort Worth and the laws of the State of Texas with reference to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the same. 15. 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 shali 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 leave the area as clean and free of spot, stains, etc., as before the work was undertaken. 16. COMPLIANC� 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, 7exas. Materials incorporated into the finished Project are not subject to State Sales 7ax. Necessary permits for the project will be paid for and obtained by the Contractor. Contractor. Contractor shall be responsible for all other fees, including license fees, and for all non-City permits which may be required for this Project. 1 /27/98 SC-6 i� ai 7. CONTRACTOR'S COMPLIANC� WITH WORKER'S COMPENSATION LAW: � Contractor agrees to provide the City of Fort Worth a certificate of insurance documenting that it has obtained a policy of Workers Compensation Insurance covering each of its employees working on the Project in compliance with State law. No Notice to Proceed will be issued until the Contractor has � complied witt� this condition. The Contractor shai! ensure that its subcontractors' employees working on the Project are covered by workers' compensation insurance. � '�J � �� In Section K-2, page GC-29, add the foliowing: "The Contractor shall provide the City of Fort Worth a certificate that it has obtained, or has been provided proof by its subcontractors, that a policy of workers compensation insurance covering each of its and its subcontractor's employees employed on the project." Contractor shall provide a copy of a letter (see Form CC - 2) from all subcontractors with no employees, who can not meet requirements for "Workman's Compensation Insurance". Contractor shall include executed Forms CC - 2 in the contract at the time of execution as needed. 1$. �1G_�: In accordance with the policy ("Policy") of the Executive Branch of the federal govemment, Contractor covenanis that neither it nor any of its o�cers, members, agents, employees, pragram partiapants 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, condfions or ptivileges 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 advertisemenls for employees to work on this contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory equipment. � � '] I] I C L�J IEI �� 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. 19. DISABILITY; In accordance with the provisions of the Americans Wdh Disabilities Act of 1990 ("ADA'�, Contractorwarrants that it and any and all of its subcontractors will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the avaifability, 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's provisions and any other applicable federal, state and local laws concerning disability and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractors against City arising out of Contractor's and/or its subcontractors' alleged failure to comply with the above-referenced laws concerning disability discrimination in the performance of this agreement. 20. MINIMUM WAGE: The Contractor agrees to pay at least the minimum wage per hour for aN labor as the same is classified, promulgated and set forth by the City of Fort Worth, Texas, a copy of which is attached hereto an made a part hereof the same as if it were copies verbatim herein. 21. 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 which may be found shall be submitted to the Architect for consideration and adjustment before proceeding with the project. 1127/98 SC-7 i� L_I C u � 'J !J !J L�l [I �J ' �l C 0 C� � 0 0 u 22. �ARDOUS MAT�RIAL CERTIFICATION: It is the intent of the contract documents, whether e�ressly 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 materiais are not incorporated into any portion of the project, including advising ali materials suppliers and subcontractors of this requirement. The contractor shail verify that components containing lead do not contact the potable water supply. 23. 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 profrt: 1. Allowance to the Contractor for overhead and profit for extra work pertormed by the Contractor's own forces shall not exceed fifteen percent °o . . � 2. Allowance to the Contractor for overhead and profit for extra work perforrned by a Subcontractor and supenrised by the Contractor shall not exceed ten percent 0°0 . 24. CORRELATION AND INTENT: Add the following to Section A, GC-2: � A-11 In general, the drawings indicate dimension, locations, positions, quantities, and kinds of co�struction; the specifications indicate the quality and construction procedures required. Work indicated on the drawings and not speafied 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 speafied. 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 I�cations of equipment, piping, duct-work, 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. 25. FIELD OFFICES AND SHEDS: The Contractor is not required to provide a temporary field office or telephone for projects under $500,000. Contractor shall equip Project Representative with a pager and provide 24 hour contacts to the City. 26. MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE) WAIVED ,r�,� � 27. VENUE: Should any action arise out of the terms and conditions of this contract, venue for said action shall lie in Tarrant County, Texas. 1 /27/98 S�_8 � � � � I � I I � � i � � � � � � � � 1. 2. 3. 4. 5. 6. 7. 8. 9. 1 Q. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 1 i27198 INDEX TO SUPPLEMENTARY CONDITIONS FAILURE TO COMMENCE WORK , SUBLETTING CONTRACT ADMINISTRATION CHANGES RIGHT TO AUDIT LIQUIDATED DAMAGES TERMINATION UNRESOLVED CLAIMS CONTRACTORS WARRANTY INDEPENDEN7 CONTRACT�R SURETY BONDS INDEMNIFICATION INSURANCE ' GOVERNING LAWS SAFE WORK PRACTICES COMPLIANCE WITH LAWS CONTRACTOR'S COMPLIAN�E WITH WORKER'S COMPENSA710N LAW AGE DISABILITY MINIMUM WAGE MEASUREMENTS HAZARDOUS MATERIAL CERTIFICATION OVERHEAD ALLOWANCES POR CHANGES CORRELATION AND INTENT FIELD OFFICES AND SHEDS MINORITY AND WOMENS B�SINESS ENTERPRISE (NUWBE) VENUE 00000 � ' SC-9 � I�I � u L!�� J LJ �� L� lil I� C�1 � L! L�J � J � u 1994 BUILDING & CONSTRUCTION TRADES STANDARD WAGE RATE FOR TARRANT COUNTY CLASSIFICATION BUILDING TRADES HRLY. RATE AIR CONDITIONER MECHANIC AIR CONDITIONER MECHANIC H�LPER BRICKLAYER/STONE MASON BRICKLAYER/STONE MASON HELPER CARPENTER CARPENTER HELPER , CONCRETE FINISHER CONCRETE FINfSHER HELPER CONCRETE FORM BUILDER CONCRETE FORM BUILDER HELPER DRYWALL INSTALLER DRYWALL INSTALLER HELPER DRYWALL TAPER ELECTRICIAN (JOURNEY) ELECTRICIAN HELPER ELECTRONIC TECHNICIAN FLOOR LAYER (RESILIENT) FLOOR LAYER (CARPET) FLOOR LAYER HELPER GLAZIER GLAZIER HELPER INSULATOR INSULATOR HELPER LATHER METAL BUILDING ASSEMBLER METAL BUILDING ASSEMBLER HELPER PAINTER PAINTE�R HELPER PLASTERER PLASTERER HELPER PLUMBER/ PIPE FITTER . PLUMBER/ PIPE FfTTER HELPER REINFORCING STEEL SETTER REINFORCING STEEL SETfER HELPER ROOFER ROOFER HELPER wR - i ... 13.86 6.64 13.56 8.29 10.68 8.52 11.51 8.38 10.36 7.58 11.93 7.55 10.29 13.60 8.22 8.75 13.17 13.17 6.44 12.10 7.26 10.83 8.70 15.83 9.06 7.22 10.20 6.52 15.48 9.00 12.18 8.57 9.77 6.98 10.49 7.95 � CI L�J l�J ' � LJ C' � l!� ��J � 1� C' Is LJ � � LJ SHEET METAL WORKER , SHEET METAL WORKER HELPER SPRINKLER SYSTEM INSTALLER STEEL WORKER STRUCTURAL STEEL WORKER STRUCTURAL HELPER LABORER SKILLED LABORER COMMON EQUIPMENT OPERATORS CRANE, CLAMSHELL, BACK HOE, DERRICK, DRAG LINE, SHOVEL FORKLIFT FOUNDATION DRILL OPERATOR FRONT END LOADER TRUCK DRIVER WELDER WELDER HELPER WR-2 10.20 10.20 9.27 10.53 9.89 8 06 11.83 8.59 10.47 7.34 9.72 13.24 8.40 7.65 6.47 � � � �I t!�' l�J � � LJ C' LiJ LJ � L] CI� � � L1 u N1�E�iTHER TABLE Month Average Days inches of Snow/ice of Rain of rainfall Pellets January 7 1.80 1 February 7 2.36 " Mafch 7 2.54 ' � April 8 4.30 0 May 8 4.47 0 June 6 3.05 0 July 5 1.84 0 August 5 226 0 September 7 3.15 0 October 5 2.6$ 0 November 6 2.03 * December 6 1.82 ` ANNUALLY 77 32.30 1 (1) Mean number of days rainfall, 0.01" or more (2) Average normal precipitation, in inches {3) Mean number of days 1.0 inch or more ' Less than 0.� inches This table is based on information reported from Dallas-Fort Worth Regional Airport, Texas. Latitude 32 deg 54 min no�th, longitude 97 deg 02 min West, elevation (ground) 551 ft. Means are based on records covering a period of 27 years. No�mals based on record of 1941-1970 period. � This table is to be used as a basis for calculation of excess rain or weather days for projects with duration in calendar days. If the site records indicate that the Contractor was unable to carry out operations due to weather, it is counted as a weather day. If the number of weather days exceeds the number of average rain days plus the snowCcepellet days for a given month, the contract period will be adjusted by Change Order. . WT -1 L!1 � L�J � ��I' �� f�! L� � CITY OF FORT WORTH, TEXAS CONSTRUCTION CONTRACT THE STATE OF TEXAS COUNTY OF TARRANT KNOW ALL MEN BY THESE PRESENTS: This agreement made and entered into this the �� day of nQll�.;dVl� AD, 19 9�', by and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, organized and existing under and by virtue of a special charter adopted by the qualified voters within said City on the 11th day of December, A.D. 1924, under the authority (vested in said voters by the "Home Rule" provision) of the Constitution of Texas, and in accordance with a resolution duly passed at a regular meeting of the City Council of said city, hereinafter called OWNER, and AA Applicators. Inc. of the City of Dallas County of Dallas State of Texas hereinafter called CONTRACTOR. 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: ROOF REPLACEMENT THIRTEEN BUILDINGS/PKG VO4 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 Plans and Specifications and Contract Documents adopted by the City Council of the City of Fort Worth, which Plans and Specifications and 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. � The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement thereof and to fully complete and finish the same ready for the inspection and approval of the Transportation and Public Works Director of the City of Fort Worth and the City Council of the City of Fort Worth within a period of 90 calendar days. DThe agreed upon total contract amount shall be $149,998.50. � The Contractor will provide a Certificate of Insurance listing the City of Fort Worth & Transportation and Public Works Department as certificate holder, showing the required General Contractors Liability coverage, Auto Liability, Builder's Risk and Workmen's Compensation coverage. If this Contract is in excess of $25,000, the Contractor shall provide Payment Bond. If the Contract is in excess of $100,000 Contractors � shall provide both Payment and Performance Bonds for the full amount of the Contract. Contractor shall apply for all City for 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. �I L�J I.II l�l 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. 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 Condi- C-� u l�l 1 �J � � L■J � l�J LJ LiJ I�I tions, there shall be deducted from any monies due or which may thereafter become due him, the liquidated damages outlined in the Supplemental Conditions, not as a penal4y 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 SIX (61 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 SIX (6) counterparts with its corporate seal attached. Done in Fort Worth, Texas, this the ��'" p day of ��'��,-�( , AD, 19 �. By: �- �. Name 1�Ulk,S c 4e•o.� Office�\ , .��— . � APPROV D: ` By: � ike Groomer Assistant City Manager APPROVAL R COMMENDED: I //�� B�� Tran�drtatiQn.apd Public Works APPROVED AS TO FORM AND LEGALITY: � By: As'sistant Ci Attorney � CI � � L�l l!� � l�l C - Z RECORDED' . By. � ,�(��"__ ��`iLORIA PEARSON 70�' ^ /�" `% 9 City Secretary 1��%9 Date � c - � � ��r� Contract A�thari��tion � / — <? —' �,.G',1 Date - - ---� .� � 1. � Bond No. TXC1677 THE STATE OF TEXAS COUNTY OF TARRANT PERFORMANCE BOND � KNOW ALL MEN BY THESE PRESENT: That we (1) AA Analicators. Inc. (2) Com�anv of Texas hereinafter called Principal and (3) NNIERRC�-IANTS BONDING CONIPANY (�J�.1 , a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a amunicipal corporation organized and existing under the laws of the State of Texas hereinafter called Owner, in the penal sum of: � One Hundred Forty Nine `Tliousand, Nine Hundred Nineiy Ei�ht Dolfars & Fiftv Cents $149.998.50 Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, � Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by tliese presents. Q THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the �,^ day of Noveinber ,1999 copy of which is hereto attached and made a part hereof, for the construction of: l� '!J �J ROOF REPLACEMENT THIRTEEN BUILDINGS/PKG VO4 designated as Project Number 96040 , a copy of which contract is hereto attached, referred to, and made a part hereof as fully and to the same extent as if copies at length herein, such project and construction being hereinafter referred to as the "work". NOW THEREFORE, if the Principal shall well, truly and faithfully perform the work in � accordance with the plans, specification, and contract document during the original terni thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save harmless � tl�e Owner from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the owuer all outlay and expense which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect. '� � I� � !1 PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant Couniy, State of Texas. AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time alteration or addition to the terms of the contract or to the work or to the specifications. IN WITNESS WHEREOF, this instrument is executed in 6 Counterparts each one of A:14PERBOND.FRM � I I I ' � � � � I � � �I a � a a a 0 0 which shall be deemed an original, tt�is the � day of ��r , 1999 ATTES • �L� (Principal) Secretary ` (SEAL) 2100 Fleur Dr. . � (Address) Des Moines IA 50321 AA Applicators, Inc. � Principal (4) ,� . � By: . �U tLT-' �1,1 n c rVtia s� �-e-..,..� (Printed Na e/ itle) „ P. 0. Box 7$0469 ADDRESS Dallas TX 75378 CITY/STATE/ZIP MERCHANTS BONDING COMPANi' (MUTUAL) (Surety) � AT'TEST: (Surety) Secretary (SEAL _ lYln .�t .� Witness as to Surety � By. �. � <<� . (Attorney-in-Fact) (5) ` Don E. Smith _ - (Printed Attorney-in-Fac) . - Note: Date of Bond must no� be prror !o dale oJ '`� �` ��` Conlrac! (I) Correc[ name oJConlraclor (2) A Corpora[ron, a Parfnership or a�rd Individual, as case may be (3) Correct Name ofSurety (4J If Conlraclor is partnership a!/ Pariners should execute boxd (5) A/rue copy of Poiver ojAllorney s/ra!/ be a[[ached 10 bond by At�orney-in-Fac� � C'� L�J � � � � � � l�l r I � � � � M�rclzaz�.ts I3ondixzg Co��any • (IviUTUAL) POWER OF ATTORNEY . �� . . , Know Ali Mon �y Thoso Prosonts, lhat ihe MERCHANTS E30NDtNG COMPANY (MUTUAI), a corporation duly'organizod undor lhe laws of lhe State ol Iowa, and having its principal ol(ice In lho Ciry ot Des Moinos, County of Polk, Slalo o( lowa, hath mado, conslilulod and aapointod. and does by Ihese prosonls mako, consUtulo and appoint . � . � . • , . ' " . . Izay watson and/or pon� �. Smith of Richaz�dson and State of �7�� its truo and Iawful Attomoy-in-Fad, wilh fult powor and authority horeby contorrod in its namo. placo anJ stoad, to sign, ozoculo, acknowlodga and doliver in ils bohatf ns suroty any a�d all . bonds, underiakings, rocognizancos or olhor wrilton obligaGons in Iho nalure lhorool, subjoct to lhe IimitaUon Ihal any such inslrumanl shall nol excood Ihe amount ot: � . scv� i�� nrio rzrrY ��s�n ($�50, 000.00 )�r.nris and to bind Ihe MERCHANTS E30NDING COMPANY (MUTUAL) Ihoroby as fuliy and to tho samo oxtont as it such bond or undortaking was signed by lhe duly authorizod officors ol the MERCHANTS BONDING COMPANY (MUTUAL), and all such ads ot said Attomey-in-Fact, pursuent to Iho suthority horefn pivon, ara heroby ratifiod and confirtnod. This Powor-ol-Attomoy is modo ancl oxocutod pursuont lo nnd by aulhority ol Iho foliowing Amondod Subsqtutod and Roswtod Dy-Lnws adoplod by lhe Board ot Diroctors of lho MERCHANTS DONDING COMPANY (MUTUAL) on Oclobor 3, 19�32. ARTICLE II. SECTION 0. —The Chnirtnan o! tho Board or Prosident or any Vco Prosident or Socrolary shatl havo powor and aulhor- ity to appoint Altomeys-in-Fad, and to sutho�izo lhom lo exxuto on bohall ot tho Company, and attach lho Soal of iho Company thoreto, bonds and undartakings, rocognizancos, conUacis o( indomniry and othor wrilings obligatory in Ihe naWre lhereot. ARTICLE il, SECTION 9. — The signature ot any aulhorized otficer and lhe Seal o( the Company may bo alfixod by tacsimilo lo arry Powor o( Atlomey or Cartificalion theroof aulhocizing Iho oxecu�ion and dolivory of any bond, undortaking, rocognizanco, or other sureryship obtipalions of U�e Company, and such signature and soal whon so usod shall have lhe samo force and eBoct as Ihough manualty fixed. ' ' ' . In Witnoss Whoreot, MERCHANTS DONDING COMPANY (MUTUAL) has causod lhose prosonts to be signod by ils �co-Prosidont and its corporate soa� co be nere�o anixod, this 1sC day ot J�1nual.y 1998 . �,p., , STATE OF IOWA COUNTY OF POLK ss. �...... . • ��t1G Cp,�•. . ;�o.oRP09 •:°q'. ;y 'G . '�•':yc;. .F-: � -o- o;.-.• .Z; :3. : y 1933 � : c: • •cti. . . '•6�,jy • � •''`1�: .�, �. •••..... MERCHANTS BONDING COMPANY (MUTUAL) �y � ►�. �..a.� On lhis ].SC day of Jd[luar�y 1998 boforo me appearod Larry 7aylor, to me porsonally known, who boing by mo duly swom did say lhat ho is ico-Prosidonlot tho MERCHANTS BONDING COMPANY (MUTUAL), the corponlion describod in tho forogoing inslrumont, and Ihat Ihe Seai atlixod to tho said inslrument is lhe Corporato Soal o(.tho said , Corporation and Ihel Ihe said Instrumenl was signod and soalod in bohalf of said Corporation by aulhority ot i4s Board ot Diroclors. In Tostimony Whoroot, I havo hurounto sol my hand and aifixod my Otficial Soal al tha City of Dos Moines, lowa, tho day and yoar first above writlen. STATE OF IOWA COUMY OF POUC as. •.��...••.��. J ,�K• M�p : : 1 � . . � J . 9� : 4 , . � �IOWA• � ' . • . . y; ? . . . ; � . • O '• •• P • : � ••....• y.� ; •.� '4RIA�- .� . �. ••...... �%C��, Nolary Pu61ic, Poik County, lowe My Commission Expires 2-99-01 I, Wiiliam Wamer, Jr., Socrelary of �the MERCHANTS F30NDING COMPANY (MUTUAL), do haroby cc�rtity lhat Iho abovo and forogoing, is a true and correct copy of the POWER-0F•A7TORNEY, executed by said MERCHANTS E30NOING COMPANY (MUTUAL), which is still In forcs arxf eHect. . � ' In Witness Wharuot, I have horounlo set my hand and altixod lho Soal of the Company on � thts q (l �yot �/�}fl/J.D.i+,� .19�� n? . � ••� ' � •. / � y`� • �,�/� � ohd� c��.`. . �,�.�Cs�.,.�/ �-w'�-r/� . . �p� � O,�A . '.�O D�lPO� � � . . q'. �+�r . :� , 9�,.ti,�; .. .;►ti-:� _o- R': ' . .-,. usc oeu , : �• � 933 �� c: . • r.i 'C1�• , � '�(��i � `� � . � �., ••�•� . � � • �. . . °••..... l�l I�I a THE STATE OF TEXAS COUNTY OF TARRANT Bond No. TXC1677 PAYMENT BOND BOND NO. 1415032G4 ICNOW ALL MEN BY THESES PRESENTS: That we, AA Annlicators, Inc. a corporation � of Dallas County, Texas , hereinafter called Principal and (3) NIERCHAN`TS BONDING COMPANY (MUTUAI�) a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound a unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the,.State of Texas, hereinafter called Owner, and unto all persons, firms, and corporations who may furnish materials for, or perform labor upon, the building or improvements hereinafter referred to in the penal sum of: LJ One Hundred Fortv Nine Thousand, Nine Hundred Ninetv Ei�ht Dollars & Fiftv Cents � $149,998.50 dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves, our heirs, executors, administrators and successors jointly and severally, firmly by these presents. � C � ROOF REPLACEMENT THIRTEEN BUILDINGS/PKG VO4 designated as Project Nutnber 96040 copy of which contract is hereto attached, a referred to, and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "works". L■J ■I � L■J n � L� THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner dated the _� day of Nov�nbe.r . ;1999� a copy of which is hereto attached and made a part liereof, for the construction of: NOW, THEREFORE, the condition of the obligation is such that, if the Principal shall promptly make payment to all claimants as defined in Article 5160 of the Revised Civil Statutes of Texas, supplying labor and materials in the prosecution of the work provided for in said Contract, then tl�is obligation shall be null and void, otherwise it shall remain in full force and effect. THIS BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and material in the prosecution of the work provided for in said Contract, as claimants are defined in said Article 5160, and all such claimants shall have a direct right of action under the bond as provided in Artic(e 5160 of the Revised Civil Statutes. � PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas, and that the said Surety, for value received, hereby stipulates and agrees that no change extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifcation accompanying the same sha(1 in any wise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or the specifications. PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall A:15PAYBOND.FRM C � � � � i � � I � � � � � � 1 I � � � abridge the right of any beneficiary hereunder whose claim shall be unsatisfied. IN WITNESSETH WHEREOF, this instrument is executed in 6 counterparts, each one of wliicl� shall be deemed an original, this the 2�d day of Novgnber ,.1999 ATTES '. 1 ��.�� (Principal) Secretary (SEAL) 2100 Fleur Dr. (Address) Des Moines IA 50321 ATT'EST: (Surety) Secretary (SEA �a � Witness as to Surety AA Applicators, Inc. Pr'ncipal (4) � ^\ BY: 1, / .. �� r� � l'tA. S l f}�-r� r (Prin d m itle� P.O. Box 780469 ADDRESS Dallas TX 7537$ ' CITY/STATE/ZIP � ,. ' , MERCHAN'i'S BONDING COMPANY ( MUTUAL), (Surety) By' �L� C pl.�.� - , (Attorney-in-Fact) (5) . Don E. Smith - � ' . (Printed Attorney-in-Pact) .� . , ' , , ' � ,� � Nore: (�) (21 (j) (Q) Date of Uond musl not be prior lo dale of Conlracl Gorrect name ofContraclor A Corporalion, a Partnershrp or and /ndividual, as case may be Correc� Name of Surery IJ Con(raclor is Partnership a!! Par[ners should execute bond n C�� I 1 � � MecchanCs L3ondixz� Com�any • (iviUTUAL) POINER OF A�i-fORNEY Know All Mon Uy Thow Prosonts, lhat lhe MERCHANTS DONDING COMPANY (MUTUAL), a corporation duiy organizod undor tho laws ot lhe Stale ol lowa, and having its principal oltico in Iho Cily of Des Moinos, County ot Polk, Slato ot lowa, hath mada, constitutod and appoinlod, and doos by thoso proso�ls mnko, co�stituto and appoint • , •, .' R,ay Watson � and/or pon� �. Sinihh ot Richardson and State of '�g� ils true and Inw(ul Altomoy-in-Fad, wilh tull powor end authority horeby conforrod in its namo, placo and sload, to sign, oxocuto, acknowiadgo and doliver in its bohall as suroty uny and sil bonds, undertakings, rocognizancos or othor wrillon obligations in lho naturo lharoof, subjocl lo tho limitation Ihat any such inslrumont shnil not excood the amount of: ' scvia.v c�� vo rxL�t �[��vs�rro (�750, 000. oo )�r.�rzs � � and lo bind Ihe MERCIiANTS OONDING COMPANY (MUTUAL) Iharoby as fuily and lo lho same oxtonl as if such bond or undortaking was signod by lhe duly authorizod o((icors ot the MERCHANTS BONOING COMPANY (MUTUAI), and all such acts of said Altomoy-in-Fnct, * pursuant to the aulhwiry horein flivon, are heroby ratiliod ancf confirmod. Thls Powor-ol-Altomoy is mado and oxocutod pursunnt lo orxi by authority ot Iho lotlowfng Amondod Subslilutod nnd Rostntod Oy-lnws � � adop(ed by Iho Board of Dirxlors of Iho MERCHANTS E30NDING COMPANY (MUTUAL) on Octobar 3, 1992. � ' I a- � �. � � �. � I � u ARTICLE II. SECTION 8. — Tho Chairtnan o( tho Board or Prasidont or any �ce Prosidenl or Socrolary shail havo powor and author- ity to appoint Altomoys-in•Fad, and lo authorizo tham lo exocuto on behall ol lho Company, and attssch lho Soal of tho Company thoreto, bonds and undortakings, rocognizancos, conUacts ot indamnity and olhor writings obligatory in the nature Iheroot. ARTICLE II, SEC710N 9. —The signatura o( any authorizod of(icar and tha Seal o( Iho Company may bo atfucod by (acsimilo to any Powor o( Attomey ar Ce�tification Iheroof authorizing tho oxeculion and dolivory o( any bond, undartaking, rocognizanco, or other suretyship obGgaGons of lhe Company, and such signalure and soai whon so usod shall havo lhe same lorco and e8oct as though manually fixod. ' ' � • In Wilness Whareol, MERCHANTS BONOING COMPANY (MUTUAL) has causod lhese prosonts lo be signod by ils �co-Ptosidont and �s oo�o�ie Soai io oe nere�o arr�od, u,�s .1sC day ot January 1998 .�.o., . , . •' � � �' • . MERCHANTS BONDING COMPANY (MU7UAL) G • STATE OF IOWA couNr�r oF Pouc �. . • ap�N. . ��y •. ;�o.ORPUy •:'9' . ;y.'� • 9�`�y-�;. . �.-:._ -o- o � . .x; � :3. : y � 1933 � : c: • rj •C1�. . . '.6.�,jj,• • ''`1d. .�� ' �. •...... Dy �c v�. v,.�a.�r On ihis YS� day o( J�7Clu� 1998 boloro mo appoarod Larry Tayfor, to me personalty known, who boing by mo duly swom did say thal ho is ica-Presidon(of lho MERCHANTS E30NDiNG COMPANY (MU7UAL). Ihe corporation describod in the toragoing inslrumont, and lhat the Seal a((ixod lo lho said instrument is Iha Corporale Soal o(.the said Corporalion and lhat Ihe said Irutrument was signod and soatod in bohaif of said Corporalion by authoriry of ils Board of Diroclors. In Tostimony Whoroot, I havo herounlo sot my hand and allixod my O((icial Soal al lho City of Dos Moinos, lowa, lho day and yoar first above writlen. STATE OF IOWA COUMY OF POUC ss. ••��......��. . , M� . . K p . : �'� � ' . J . 9� : • • a • ' • 10 WA • x ' . • : . . : : • . y •. ; v . ' �,,'••. ..•. �Q. . . ... • �•. '�R1A�-�' •: . �. �'•....••' �%%CC�'��, Nofary Public, Polk Counry, lowa My Commission Expires 2-99-09 I, Witliam Wamer, Jr., Souelary ol �lhe MERCHANTS BONDING COMPANY (MUTUAL), do haroby cortity Ihat iho abovo and forogoing is a true and coRect copy of Ihe POWER-0E-ATTORNEY, executed by said MERCHANTS 80NDING COMPANY (MU7UAL), which ts sUil In tonce and eflecL . . � - In Vlfitness Whe�ool, I have herounto sot my hand and at(ixod lhe Soal oi tha Company on this p� �y o( n 1�'h� �% d�. ' 19, • .. • .. .. � � g/ 1 (I' U )Cl�d .. � ' � ��NG • (:p�J�' �s/ � „�/t".-c!/��' C� . , • p� '� P 0 q;°y • a,�.,.,r . � . ; �:�o , 9�,.y,�; .. . :,y—:� _o_ �':^: • ►�sc oe„ � y ' 1933 v� c; , . • J •�1r. , � �,� • 6�;�„ .•`,� . . '�' .• . . . ' '•...... � � COMPLAINT NOTICE: Should any dispute arise about your premium or about a claim that you have filed, write to the company that issued � the bond or policy. If the .problem is not resolved, you may also write to the State Board of Insurance, P.O. Box 149091, Austin, Texas 78714-9091, Fax #(512) 475-1771. This notice of complaint procedure 0 is for information on,ly and does not become a part or condition of this bond or policy. � � . MSC 0838 � � u � LJ '� � L � C� � � � � • � � � u �■1 � l- � � � � L�1 C� ul � � � L�l � u CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Article 8308-3.23 of Vernon's Annotated Civil Statutes, Contractor, AA At�ulicators, Inc. certifies that it provides worker's compensation insurance coverage for all of its employees employed on City of Fort Worth project Roof Renlacement — Thirteen Buildin�s/Pk� VO4 project number, • 1 By • 1� t1Q.�S ( Qki•-r' Title <<��i�� Date STATE OF TEXAS �K��\�-��-�. _� � � \ _ 3 !:7 BEFORE ME, the undersigned authority, on this day personally appeared `C ur ��( i�v�C,/'�'g , 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 �✓�PSi�•Pv►T d� f�%�- /4�� ic�a tdv�S/ �J'C�_ , for the � , purposes and considerations therein expressed and in the capacity therein stated. GIVEN IJNDER MY HAND AND SEAL OF OFFICE this �, � n) �� day of � V.{)1�� vN ��- r— , 19 � % . , ` �(/��:��-�XJ r.��"�•�, = Jt1LIA A. MINKLE _*: � � MY COMMISSION Q(PIRES Notary Public in and for the State of Texas �••' May 22, 2001 � ,.q't,',� ' � , , (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 project in compliance with state law. No Notice to Proceed will be issued until the Contractor has complied with this section. A:13WORKCOM.FRM � C� �'� LJ L�J � C� � � 0 � �� 0 � C1 0 0 0 (b) 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 subconfractor 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. 0 a a U � a � � � � 1 � � � � � � � � � SECTIOrT 02Q72 D�IINOR DEMOLITI(�N AND RENOVA.TION WORK PART 1- GE;NERAL 1.01 SU�MITTAI.S A. B. Product Data: Submit manufacturer's product data sheets for each product in accordance with General Conditions. Submit Material Safety Data Sheets. 1.02 PROTECTION A. Prior to starting minor demolition operations, provide necessary protection in accordance with General Conditions. B. Provide fire protection for projects that include modified bitumen membrane (minimum of 3-201b. dry chemical fre extinguishers, fully charged at all times.) C. � Protect cars, people, landscape and property from roof operations including falling trash and debris, and from contractor operations on the ground. Provide dust protection at all areas of the building including air intake openings. Provide dust filters and change as often as needed. 1.03 COORDINATION A. :. C. 1.04 ACM Sequence minor demolition and renovation with work sequence of reroofing work such that demolition debris is not transported across new roof surfaces. Coordinate with reroofing work so that no more existing items are removed in one day than can be replaced along with new roofing work in same day. Do not begin demolition of roof inembrane when weather forecast is greater than 20 % chance of rain. A. The City by separate contract will have asbestos containing materials removed from the affected roofs in conjunction with the roofing operations. Coordinate with the abatement contractor for scheduling af the roofing and abatement process to maintain a waterproof roof. Refer to drawings for affected roofs. 02072 - 1 PKG VO4 � L� � f �1 !�I � � L+�7 � � � � � I�� L�J l�l f!J [11 PART 2 - PRODUCTS 2.01 MATERIAIS A. Wood Nailers and Blocking 1. No. 2 or better Southern Yellow Pine. 2. Fire-retardant treated with equal to or better than Osmose Flame Proof LHC, bearing UL Label FR-S. B. Fasteners 1. Screws: Hot-dip galvanized wood screws. 2. Nails: Non-ferrous, cement-coated, or hot-dip galvanized nails. 3. Concrete and Masonry: Stainless steel or galvanized screws with lead expansion anchor, �equal or better than Rawlplug by the Rawlplug Co. C. Paint: 1. 2. 4. 5. 6. Equal to or better than Kelly Moore Products listed.. Rust Olean (rust inhibitive paint). Kel-Guard Red Oxide Primer. Kel-Guard White Rust Inhibitive Primer. Kel-Guard Galvanized Iron Primer. Alkyd Semi Gloss Enamel. PART 3 - ERECUTION 3.01 PREPARATION A. : Verify that required barricades and other protective measures are in place. Owner inspection and verbal authorization to proceed. 3.02 MINOR DEMOLITION OPERATIONS A. General: 1. Comply with precautions and procedures as required by City Ordinances and OSHA Regulations. 2. Execute demolition in a careful and orderly manner without disturbance or damage to adjoining surfaces and structure. 3. Avoid excessive vibrations in demolition procedures that would be transmitted through existing structure and finish materials. 4. Verify that protection methods are in place to satisfaction of �wner's Representative. B. Existing Roof Demolition: Completely remove existing built-up, modified, composition shingle, and standing seam metal roof systems including insulation (except were indicated to remain) to existing wood decks. �'] 02072 - 2 PKG VO4 i.� � � L`J � � LaJ � i� � � �� L!J � L.�J l�!' � LiJ � C. Abandoned equipment supports �nc� ae*�ts: 1. Remove abandoned conduit, piping, supports and vent penetrations. Cap-off below new roof inembrane. 3.03 DISPOSAL A. Materials, equipment and debris resulting from demolition operations shall become property of Contractor. Remove demolition debris in accordance with applicable City, State and Federal Laws, and in accordance with requirements of General Conditions. B. Legally dispose of demolition debris. 3.04 MINOR RENOVATION WORK A. Nailers and Curbs: 1. Clean and prepare existing surfaces to receive nailers and curbs. 2. Install new curbs or extend curbs as necessary to achieve a minimum 8 in. eurb flashing height. 3. Replace damaged bloCking with new blocking. 4, Install nailers and curbs continuously without gaps and plumb, level and true with joints flush. Securely fasten to structure with thru-bolts or drilled anchors. Use of power-actuated fasteners is prohibited. B. Equipment Reinstallation: Remove and reinstall existing equipment as required to facilitate new roofing, curbs and flashing. Reinstall on curbs after new flashing is installed. Securely fasten to curbs. C. Metal Stack Replacement: Replace existing metal stacks with new stacks to match existing size and style. D. Roof Top Piping Supports: 1. Install new wood supports for gas, electric and condensate lines run across roof. E. Roof Drains: 1. Examine existing roof drains for debris a�d clogging. Remove debris, excessive bitumen, etc. 2. Flush with water and ensure drains flow freely. 3. Install new M-Drains where indicated. F. Paint: 1. 2. 3. Prepare surfaces and prime in accordance with paint manufacturers instructions. Do not paint prefinished equipment. Paint shop primed equipment. � 02072 - 3 PKG VO4 � � � � � � Q � � � � � � � � � � � LJ 4. Prime and paint exposed pipes, conduit, boxes, exposed ducts, hangers, brackets, collars and supports, except where items are prefinished. 5. Paint new and existing exposed non galvanized metal surfaces with 2 coats of rust inhibitive paint. Color as selected. 6. Prime exposed galvanized metal and paint with 2 coats of alkyd enamel paint. Color as selected. 7. Touch up primed fenous metal after welding with red oxide primer. 3.05 CLEANING A. As work proceeds, promptly remove trash and debris from roof area. Provide chutes or other conveying system to transfer debris from rooftop to disposal containers. Placement of chutes to be approved by owner's representative. : C �� During progress of Work maintain premises free of unnecessary accumulation of tools, equipment, surplus materials and clutter. Collect cotton waste, cloths and material which may constitute a fire hazard, place in closed metal containers and remove daily from site. Promptly clean spiiled paint and/or bitumen products as work proceeds. END OF SECTION 02072 - 4 PKG VO4 � � � � PART 1 - GENF�tAi• rj 1.01 !J � � � � � � � � � � � A. 1.02 SEC1'ION Q7310 ASPHALT SHINGLES PRE-INSTALLATION CONFERENCE Upon execution of the Notice to Proceed a pre-installation conference shall be convened with the Owner's staff, Contractor and Architect. PROTECTION AND COORDINATION A. Owner will occupy premises during entire period of roof removal and replacement. All due care shall be taken to protect property from damage and occupants from injury due to the Contractors work operations. Gooperate with Owner's Representative during roofing operations to minimize conflict, and to facilitate continued use of the facility. B. Schedule work in an orderly manner with any disturbance to normal operations kept to a minimum: Coordinate scheduling with Owner's Representative in order to protect building occupants and to protect building contents from damage during roofing operations. Verify that protection methods aze in place to satisfaction of Owner's Representative. C. � E. F. 1.03 Comply with precautions and procedures as required by City Ordinances and OSHA Regulations. Execute roofing operations in a careful and orderly manner without disturbance or damage to adjoining surfaces and structure. Avoid excessive vibrations that would be transmitted through existing structure and finish materials. The building and surrounding areas shall be left in a safe UNCLU'TTERED condition at the end of each day's work. DELIVERY, STORAGE AND HANDLING A. Deliver roofing materials, and accessories in manufacturer's original protective � containers with labels intact and legible. Comply with manufacturer's published instructions for storage and handling. � 07310 - 1 PKG VO4 � � � � � � � � � � � � � � � � � � � � B. Store materials in dry protected areas, on clean, raised platforms with securely anchored weather protective covering. C. Caardinate with the Owner for access to the site and for areas within the property for material storage. D. Provide for access to the site and all equipment by City forces at all times. 1.04 WARRANTIES A. B. 1.05 Provide manufacturer written 25 year material warranty. Provide contractor 2 year written installation warranty. FIELD QUALITY CONTROL A. Employ only experienced craftsmen, skilled in the installation of shingles and related materials. �� 1.06 Contractor shall notify Construction Inspector at least 24 hours in advance of perfornung any work. Construction Inspector shall be afforded opportunity to inspect all work at any stage of construction. SUBMITTAI.S A. Submit manufacturers product data, material and color samples and shop drawings of metal flashings under provisions of Section - Submittals. B. Indicate general construction, configurations, jointing methods and locations, fastening methods and locations, and installation details. C. Submit manufacturer's installation instructions under provisions of Section - Submittals. PART 2 - PRODUCTS 2.01 ROOFING MATERIALS A: Asphalt Shingles: ASTM D3018, type 1, class A, glass fiber matt base, mineral granule surfaced type; heavy duty; standard self-sealing type; square laminated overlay staggered-edge butt type tab; equal to Owens Corning, Oakridge II, color, driftwood. 07310 - 2 PKG VO4 �I LJ � B. Underlayment: Asphalt impregnated glass fiber, 30 pound asphalt felt. C. Nails: Standard wire type, hot-dipped zinc-coated steel, 11 gage, 3/8" head, � minimum 1-1/4" long of sufficient length to penetrate 3/4" into wood decking or penetrate through plywood decicing. i � � � � � [iJ D. Underlayment Fasteners: Galvanized nails and tin caps of appropriate gauge and length. E. Plasdc Cement: Asphaltic type with mineral fiber components, no asbestos fibers allowed, FS-SS-C-153, Type I. 2.02 FLASHING MATERIALS A. Refer to section, Sheet Metal Work PART 3 - EXECUTION 3.01 INSTALLATION - GENERAL A. Remove existing asphalt shingle roof system to expose deck. Remove all rooiing nails or drive flush. Remove only area which will be replaced in one day. Do not remove e�cisting roofing if national weather service forecast is greater than 20 % chance of rain. � B. Replace deteriorated or damaged wood decking with plywood, match existing thickness. Patch shall span minimum of three framing members. Roof Deck to be � smooth, sound, clean, dry and free of irregularities. C. Verify that mstallmg of all metal flashing has be; n completerl. � D. Install asphalt shingle roofing and underlayments over dry surfaces, free of ridges, warps, and voids. � LJ l!J L■J E. Coordinate installation of roof mounted components or work projecting through roof. Verify roof openings are framed, sized, and located prior to installing work of this Section. F. Completed installation to provide weathertight service. 07310 - 3 PKG VO4 u � � � � � � � 1 � � � � � � � � � � � 3.04 INSTALLATION - ROOF A. Install metal drip edge along eaves and rakes . B. Apply one layer of underlayment over beginning at lowest edge and laying shingle fashion to ridge. Lap each course 2" minimum at horizontal joints (vertical surfaces) and 4" side lap at end joints (sloped surfaces). Lap underlayment 6" from both sides over hips and ridges. C. Secure underlayment to deck nailing at 6" o.c. along edges and shower nailing at 10" o.c. over entire area. Install metal flashing in gutters and valleys. D. Install shingles per Manufacturer's written instructions with proper exposure and head lap. � .. E. Provide and install cap, ridge, edge, equipment and stepped wall or parapet flashing. F. Install ridge units to face away from prevailing wind. END OF SECTION 07310 - 4 PKG VO4 � � Q � a � � �� a � � � � � � SEC7CION 07410 MANUFACTURED ROOF PANELS PART 1 - GF,N�RAT, 1.01 DESCRIPTION A. Related Work Specified Elsewhere: 1. Section - Sheet Metal Work. 1.02 REFERENCFS A. AISC: "Steel Construction Manual" American Institute of Steel Construction. B. AISI: "Cold Form Steel Design Manual," American Iron and Steel Institute. C. ASTM A792-83-AZ55: Specifications for steel sheet, aluminum-zinc alloy coated (galvanized) by the hot dip process, general requirements (galvalume). D. ASTM E283-84: "Air Infiltration Test." E. ASTM E331-83: "Water Penetration Test." 1.03 MANUFACTURER' S QUALIFICATIONS A. Manufacturer has a minimum of three years experience in manufacturing panels of this nature. 1.04 INSTALLER' S QUALIFICATIONS A. Installation of panels and accessories by installers with a minimum of three years experience in panel projects of this nature and shall be approved by the panel manufacturer. 1.05 SUBMITTALS A. Shop Drawings: 1. Submit complete shop drawings and erection details to Architect for review. Do not proceed with manufacture prior to review of shop drawings. Do not use drawings prepared by Architect for shop or erection drawings. 07410 - 1 PKG VO4 � � � � � � � � � ' � � 2. Shop drawings show methods of erection, elevations and plans of roof panels, sections and details, anticipated loads, flashings, roof curbs, vents, sealants, interfaces with all materials not supplied and proposed identification of component parts and their finishes. B. Samples: l. Submit color chips for all proposed finishes. a. Submit two 3 inch X 5 inch color chip samples in color selected by Architect. C. Warranty(s): 1. Metal roofing manufacturer, upon final acceptance for project, furnish a warranty covering bare metal and accessories against rupture, structural failure, and perforation due to normal atmospheric corrosion exposure for a period of twenty (20) years. 2. Covering panel finish against cracking, che�king, blistering, peeling, flaking, chipping, chalking, and fading for a period of twenty (20) years (with premium fluorocarbon coating produced with Kynar-500 resin). 3. Installer shall warrant and maintain total system against leaks for a period of two (2) years. 1.04 A. : PRODUCT DELIVERY, STORAGE AND HANDLING Deliver panels to job site properly packaged to provide against transportation damage. Exercise extreme care in unloading, storing and erecting panels to prevent bending, warping, twisdng, end and surface damage. C. Store all material and accessories above ground on well skidded platforms. Store � under waterproof covering. Provide proper ventilation to panels to prevent condensation build-up between panels. � PART 2 - PRODUCTS a2.01 MATERIAL,S a A. Roof Panels: (SMGC - Bldgs. 422 & 425) Equal to MBCI Lokseam Series 1. Panel pro�le: 1-3/4 inch high rib x 18 inch wide panel. 2. Panel style: Narrow rib, concealed fastener, positive snap lock standing seam, � utilizing male and female rib configurations. 3. Gage: 24 gage UL-90 rated - Underwriters Laboratories. L�J 07410 - 2 PKG VO4 L�l lJ �1 � �� 0 a � 4. Substrate: Galvalume steel sheet, 0.5 ounces/square foot, minimum yield of 50,000 PSI. 5. Clip: 18 gage UL rated clip with two fasteners to structural UL-90 rated - Underwriters Laboratories. 6. Texture: Striations. 7. Finish: Premium fluorocarbon coating produced with Kynar-500 resin. 8. Color: Signature 300 (Kynar - 500), to match existing roof. 9. Existing Panel: SMGC - Bldgs. 422 & 425 - Vic West, Architectural Standing Seam, Patina Green. B. Roof Panels: �MBGC - Storage Cover and roofs "A" &"C" bldg. 404} Equal to MBCI "R" Panel 1. Panel profile: 1-1I4 inch high rib x 36 inch wide panel. 2. Panel style: Standard "R" Panel, 36 inches wide with major ribs at 12 inch centers. 3. Gage: 26 gage. 4. Substrate: G-90 galvanized, 80 KSI minimum rigid steel. 5. Exposed Fasteners: Self-tapping she�tmetal screws. 6. Texture: Embossed. 7. Finish: Bare Galvalume. 2.03 A. FABRICATION Roll form panels in continuous lengths, full length of detailed runs. PART 3 - EXECUTION � 3.01 SURFACE CONDITIONS n A. Exanunation: u 1. Inspect installed work of other trades and verify that such work is complete to a point where this work may continue. D2. Verify that installation may be made in accordance with approved shop . drawings and manufacturer's instructions. � �`l � �•l B. Discrepancies: 1. In event of discrepancy, notify architect. 2. Do not proceed with installation until discrepancies have been resolved. 07410 - 3 PKG VO4 � I 1 1 j � � � 1 � 1 1 1 � � 1 1 1 1 ' 3. Q2 INSTALLATION A. Install panels so that they aze weathertight, without waves, warps, buckles, fastening stresses, or distortion, allowing for expansion and contraction. B. Install panels in accordance with manufacturer's installation instructions. C. Provide concealed anchors at all panel attachment locations. � D. Install panels plumb, level and straight with seams and ribs parallel. 3.03 CLEANING, PROTECTION A. Dispose of excess materials and remove debris from site. B. Clean work in accordance with manufacturer's recommendations. C. Protect work against damage until final acceptance. Replace or repair to the satisfaction of the architect, any work that becomes damaged prior to final acceptance. END OF SECTION 07410 - 4 PKG VO4 Q � � � � � � � a I � W � a � � � � I S��TION 07525 MODIFIIED BITUNIIlVOUS SFIEET ROOFING PART 1 - GENERAL 1.01 RELATED SECTIONS A. Section - Minor Demolition and Renovation Work. B. Section - Sheet Metal Work. C. 1.02 Section - Caulking and Sealants. REFERENCES A. American Society for Testing and Materials (ASTNn. 1. ASTM D 41 "Asphalt Primer Used in Roofing, Dampprooiing and Waterprooiing" . 2. ASTM D 312 "Asphalt used in Roofing". 3. ASTM D 4601 "Asphalt Impregnated Glass (felt) Mat Used as a Base Sheet in Roofing and Waterproofing" . 4. ASTM C 728 "Standard Speciiication for Perlite Thermal Insulation Board. 5. ASTM C 1013 "Staridard Specification for Membrane-Faced Rigid Cellular Polyurethane Roof Insulation". B. Federal Specification (FS)�. �1. FS-HH-I-1972/Gen "Insulation Board, Thermal, Faced, Polyurethane or Polyisocyanurate". 2. FS-HH-I-529B "Insulation Block, Thermal (Mineral Aggregate)". 1.03 A. B. 1.04 A. CONFORMANCE STANDARDS Underwriters Laboratories (UL). 1. Fire Classification Rating:. "Class A". Factory Mutual (FM). 1. Wind Uplift Rating: "Class I-90". QUALITY ASSURANCE Provide written proof of Manufacturer's approved applicators status for required warranty. Contractor shall submit certification with bid. 07525 - 1 PKG VO4 � � B. Upon completion, provide an inspection by Manufacturer to assure installation is in accordance with requirements for the warranties. Manufacturer's representative shall provide a written inspection report certifying that the roof system has been � installed in accordance with manufacturer's accepted procedures and is warrantable for the specified warranty period. � 1.05 WARRANTY AND CERTIFICATION I � I i � � i � 1 � � � i � 1 A. : C. General: All warranties are calculated from the date of final acceptance by the City. The Contractor shall be fully responsible for the work until date of final acceptance. Provide Manufacturer's No Dollar Limit (NDL), Total System Repair or Replace, non-prorated twenty (20) year warranty covering materials and workmanship. Provide Roofer's two (2) year unconditional total system warranty for all components including flashing and sheet metal. D. Certification of Owner's Maintenance Forces: Manufacturer shall provide, at their expense, adequate training on the repair and modiiication of modified bitumen, torch down roofing at a location within the DFW metroplex in order to certify the Building Maintenance Division of the Transportation and Public Works Department for warranty repairs and modiiications of the manufacturer's roof systems. The City of Fort Worth will pay for travel and per diem costs incidental to the training. If training is required outside of the Metroplex for the purpose of certification, the Contractor shall pay travel and per diem necessary for the certification. 1.06 A. B. C. D. 1.07 SUBMITTALS Receive final written authorization for substitutions, if any. Submit three (3) inch by five (5) inch samples of rooiing membrane and accessories with manufacturer's identification labels attached. Submit manufacturer's application procedures which describe completely the preparation of surfaces and application of specified materials. Submit shop drawings showing details, fabrication and fastening devices for each condition encountered. PRE-INSTALLATION CONFERENCE A. Prior to ordering materials and commencing roofing, a pre-installation conference to discuss the specified roofing system and its proper application will be conducted. Notify the local Manufacturer's representative when the pre-installation conference is scheduled. 07525 - 2 PKG VO4 J � 1.08 DELNERY, STORAGE AND I�ANDLING A. Deliver roofing materials, insulation, and accessories in manufacturer's original � protective containers with labels intact and legible. Comply with manufacturer's published instructions for storage and handling. I�'I � Store materials in dry protected areas, on clean, raised platforms with securely anchored weather protective covering. � C. � D. Store roofing materials at a minimum of forty-five (45) degrees fahrenheit prior to use as recommended by the manufacturer. Protect materials from freezing. � 1.09 ENVIRONMENTAL REQUIREMENTS A. Proceed with roofing work only when weather conditions comply with � manufacturer's recommendations. Do not exceed temperature limitations recommended by the manufacturer. � B. � 1.10 B. Coordinate scheduling with the Owner's Representative in order to protect the building occupants and to protect the building contents from damage during construction operations. � A. Owner will occupy the premises during the entire period of the roof removal and replacement. Cooperate with Owner's Representative during construction operations to minimize conflict, and to facilitate continued use of the facility. � LI � PA�.T 2 - PRODUCTS � 2.01 A. I■I �I �� I�I Store flammable products away from sparks or open flames. Do not begin roofing work (removal or installation) when weather forecast is greater than 20 % chance of rain. PROTECTION AND COORDINATI�N ROOF INSULATION Approved manufacturer: Equal to U.S. Intec, Inc. B. Polyisocyanurate Insulation Board: USTso Roof Insulation. 1. Polyisocyanurate foam insulation with fibrous glass facer adhered to top and bottom surface. 2. Insulation to comply with ASTM C 1013 and FS-HH-I-1972/Gen. 3. 1.5" thick, thermal resistance "R" value 6. (MBGC - Bldg. 401). � 07525 - 3 PKG VO4 L�; � C. Perlite Insulation Boa.rd: USY �oard Roof Insuladon. 1. Homogeneous Board of expanded perlite. 2. Insulation to comply with ASTM C 728 and FS-HH-I-529B. � 3. 3/4" thick, thermal resistance "R" value 2.08. (MBGC - Bldg. 401 & RWGC - Bldg. 418). LJ �I � 2.02 LI � I� !�I I■! '� � J u u u L�I � D. Tapered Perlite Insulation System: Permalite Baard Roof Insulation. 1. Homogeneous Board of expanded perlite. 2. Insulation to comply with ASTM C 728 and FS-HH-I-529B. 3. 1/4" min, thick, 1/4" per foot slope as indicated. (MBGC - Bldg. 401 & RWGC - Bldg. 418). A. : ROOFING MEMBRANE SYSTEM Approved manufacturer: Equal to U.S. Intec, Inc. Approved System: Specification No. GBFR-B3SP-RI (Wood Deck). C. Modified Bituminous Membrane: Equal to Intec GBSP-4FR. 1. Compound: Atactic Polypropylene (APP) Modified Asphalt. 2. Reinforcement: Non-woven Polyester; One hundred seventy (170) grams per square meter (min). 3. Weight: One hundred iive (105) pounds per roll. 4. Thickness: Four and one-half (4.5) mm. S. Application: Torch. 6. Surfacing: Fire Resistant Mineral Granule. 7. Color: Tan. D. Interply Membrane: Equal to Intec SP-4. 1. Type: Atactic Polypropylene (APP) Modified Asphalt. 2. Reinforcement: Non-woven Polyester; One hundred seventy (170) grams per square meter (min) . 3. Weight: Eighty-eight (88) pounds per roll. 4. Thickness: Four (4) mm. 5. Application: Torch. E. Base Sheet: Equal to Intec Ultra Base. 1. Type: Asphalt saturated glass mat conforming to ASTM D 4601. 2. Weight: Sixty-seven (6'� pounds per roll. F. Asphalt Primer: ASTM D 41. G. Asphalt: ASTM D 312 Type IV, steep asphalt. Use only that asphalt which has all of the following information printed on the asphalt packages or on the bills of lading covering bulk asphalt. 1. Softing point range: The temperature ranges of the asphalt determined in accordance with ASTM D 312 and ASTM 36. 07525 - 4 PKG VO4 � � � � � � � � � � � � � � � � � LI 2.03 2. Equiviscous temperature range: The temperature range, plus or minus twenty-five (25) degrees fahrenheit, at which a viscosity of one hundred twenty-iive (125) centistokes is attained. 3. Finishing blowing temperature: The temperature at which the blowing of the asphalt has been completeti. FLASHING SYSTEMS A. Flashing: Equal to products listed, Intec GBSP-4FR flashing, Intec SP-4 flashing and Mini Intec flashing as recommenderi by the manufacturer to suit each condition. �n PROTECTION BOARD A. Equal to Intec Walkboard: Thirty-six (36) inches long by thirty-six (36) inches wide by point three one four (0.314) inches thick. Color: White (to contrast tan membrane. 2.05 A. 2.06 ACCESSORIES M-Weld Products: M-Drain, M-Vent, M-Jack, M-Scupper, and M-Curb. M-7ack to be used at all sewer vents thru the roof and M-Curb to be used at all pitch pans. CANTS A. Perlite Cant Strip: Four (4) inch. 2.07 MECHArTICAL FASTENERS A. Fasteners for Wood Deck: Equal to Drill-Tec "Coated Thread Point (CTP)" Fasteners, manufactured by U.S. Intec, Inc. conforming to Factory Mutual No. 4470. No. 3 phillips head of sufficient length to penetrate the wood deck a minimum of one (1) inch. 1. Drill-Tec Stress Plates: Three (3) inch metal conforming to Factory Mutual No. 4470, Galvalume 3.16 inch diameter, center hole .25 inch. PART 3 - EXECUTION 3.01 REMOVALS A. Remove entire existing roof system, including aggregates, roofing membranes and rigid insulation (except where noted to remain) down to wood deck. � 07525 - 5 PKG VO4 � � � 1 � � � � � � � � � � � � � � a B. Remove only portions of the e�ci`sting roofing sy��em that can be covered by insulation and roofing during the same day, or before the onset of inclement weather. Seal new roofing system each day to protect insulation, new membrane and the structure from water penetration. 3.02 EXAMINATION A. Verify securely supported and attached deck, free of depressions, waves or projections. B. Verify deck surfaces are dry and free of moisture in any form. C. Verify proper placement of roof openings, pipes, curbs, sleeves, ducts, vents, drains and other penetrations. D. Verify proper securement of penetrating or roof mounted equipment. 3.03 JOB AND WEATHER CONDITIONS A. Suspend all application and install'ation activities during inclement weather. B. Remove debris from roof deck and site on a daily basis and dispose at an approved disposal site. C. Protect roof deck and insulation from moisture by providing water cut-offs at the end of each day's work or when the weather is threatening. Failure to protect the deck and roofing from moisture will result in the removal of damaged materials or materials containing excessive moisture. Remove water cut-offs prior to start of new work. � E. 3.04 Protect building and adjacent surfaces from bitumen spillage. Do not permit traffic or material storage on completed roof surfaces. ASPHALT A. Provide kettle or tanker with clearly visible operating thermometer. B Do not heat asphalt above flash point and EVT recommendations. C. Application of asphalt: Uniformly applied applications without voids as recommended by roofing manufacturer. D. Type of asphalt. 1. Insulation to insulation: Steep, Type N. 2. Roofing base sheet to insulation: Steep, Type IV. 07525 - 6 PKG VO4 � a3.05 SUBSTRATE PREPARA'I'�I��: A. Comply with manufacturer's published instrucdons for preparation of substrates to � receive sheet roofing. Prior to priming, clean substrate of dust, debris, and other substances detrimental to roofing work. � � � 3.06 ROOF INSULATTON A. Neatly fit insulation to all penetrations, projections, and nailers. Fill all gaps � greater than one-quarter (1/4) inch wide with insulation. Do not leave membrane unsupported in an azea greater than one-quarter (1/4) inch. � B. Verify wood nailers are idendcal thickness of insulation. B. Repair any areas of damaged wood roof decks. (Cost for areas of unknown damage will be negotiated as a change order.) Areas of damaged roof deck identified on plans to be included in base bid. Repair decks as required where abandoned penetrations are removed. C. Install no more insulation than can be covered with roofing membrane and � completed before the end of the day's work, or before the onset of inclement weather. � � Butt edges without forcing. � u �� I� a E. F. Set insulation with long joints continuous and short joints staggered in one direction. Install layer of 1.5" ISO insulation board (MBGC - Bldg. 401) and mechanically fasten to wood roof deck per manufacture's recommendations and FM Class I-90. G. Install layer of 3/4" perlite insulation board (MBGC - Bldg. 401 & RWGC - Bldg. 418) and mechanically fasten to wood roof deck per manufacture's recommendations and FM Class I-90. H. Install layer of 3/4" perlite insulation board (MBGC - Bldg. 401) in a full uniform coating of roofing asphalt to 1.5" ISO insulation board. Asphalt to be applied at a rate of twenty-five (25) to thirty (30) pounds per square. � I. Install tapered perlite insulation system in a full uniform coating of roofing asphalt where installed over insulation. Asphalt to be applierl at a rate of twenty-five (25) to thirty (30) pounds per square. Mechanically fasten to wood roof deck per � manufacture's recommendations and FM Class I-90 where not installed over insulation. L!I � 07525 - 7 PKG VO4 � � � LJ � a U � LJ � U � � D � a � � � 3.07 A. B. 3.08 A. B. 3.09 A. B. 3.10 BASE SHEET Install one (1) ply of base sheet over perlite insulation system in a full and uniform coating of asphalt, applied at the rate of twenty-five (25) pounds per square. Laps: Two (2) inch side laps and four (4) inch end laps. � INTERPLY MEMBRANE . Heat weld one (1) ply of inte�ply membrane perpendicular to base sheet. Laps: Thre� (3) inch side laps and six (6) inch end laps. MODIFIED BITUMINOUS MEMBRANE Heat weld one (1) ply of modified bituminous membrane perpendicular. to interply membrane. Laps: Three (3) inch side laps and six (6) inch end laps. I��I:I•`��`f•`J A. Prime metal and masonry surfaces prior to flashing application at the minimum rate of one (1) gallon per one hundred (100) square feet. B. Securely attach flashings using torch application over base sheets as recommended by the manufacturer. 3.11 PROTECTION BOARD A. Insall torch applied walkboards where indicated. 3.12 SAFETY PRECAUTIONS A. Statement of Practical Treatment: In case of skin contact with molten bitumen or flame from torching device, apply ice. Get medical attention immediately. B. In Case of Fire: Use ABC-rated fire extinguisher and get assistance from fire department immediately. C. General Precautions: 1. Read and understand manufacturer's roofing manual before starting application. Follow all precautions and directions. 2. Thoroughly train personnel in recommendeti safety procedures for use of torching �device and for application of product. ,� 07525 - 8 PKG VO4 L�1 � L� �,I C� �� L�J D. � L�J � � � � � Ll � u LiJ 3. 4. 5. 6. 7. . � 11. Fire prevention inspections should be conducted periodically during installation, with a final inspection being conducted upon completion of that day's work. Wear personal protective gear as required. Including use of approved safety hard hat, goggles, heavy duty gloves, snug-fitting clothing (long pants and long sleeved shirt), and boots. Thoroughly train personnel on preventing and extinguishing fires. Thoroughly train personnel in first aid procerlures. Never allow contact between the heated surface of the product or the torching device and hair, skin or clothing. Comply with all applicable OSHA safety standards and applicable fire codes. Avoid physical contact with product for at least one hour after application. Never apply modified bitumen products directly over exposed conduits or pipes laying on the roof deck. Provide in the immetliate work area at least one (1) ABC-rated fire extinguisher for each torching device. 12. Use extreme caution when working around equipment, such as gas lines or HVAC units, which have electrical connections. TORCHING DEVICE: 1. Do not allow torching device to come in contact with flammable materials. Roofing surface, walls, abutments and surrounding surfaces must be inspected prior to utilization of torching device so that necessary precautionary measures may be taken. 2. Keep torch flame moving at all times; failure to do so may result in ignition of surface and/or underlying materials. 3. Avoid prolonged contact with heat sensitive metals such as lead, as overheating of these metal surfaces could ignite underlying flammable surfaces. 4. Never use propane except in well-ventilated areas. 5. Manufacturer's safety and operating instructions provided with the torch system must be followed strictly. 6. Check all fittings and other equipment on the application equipment for leakage. NEVER USE A FLAME TO CHECK FITTINGS AND OTHER EQUIPMENT. 7. Propane tanks are pressurized. Do not puncture. Do not expose to extreme heat. Tanks must be maintained a minimum safe distance away from torch flame. 8. Containers which contain or may have contained flammable material must be kept clear from the torch or other heat source. 9. Use base sheet recommended by manufacturer's roofing manual. Fa.ilure to do so is extremely hazardous as the base sheet provides a protective covering for underlying combustibles. 10. Cant strips used at roof/wall abutment must be composed of fire retardant material or protected from direct contact with torch flame. 07525 - 9 PKG VO4 � � � � � � (�j 3.13 �a � 11 12. 13. 14. I5. Application personnel must remain on the j ob site for a z�unimum of one hovr after completion of installation ta inspect for any possible smoldering combustible material. Since iires can result hours after completion of work, periodical inspection thereafter must be made, the time and nature of which will vary depending on the size of the job and the nature of the application surface and abutments. Never place hot torching device on roof surface, insulation or any other surface or object, other than acceptable stand or holder or fireproof surface. Never leave a lighted torciling device unattended. Never use torching device to apply any material other than APP modified bituminous membrane. Allow torching device to cool completely to room temperature before removing it from roof. FIELD QUALITY CONTROL A. Provide on-the job inspections, technical assistance and membrane application guidance as may be necessary to complete the roofing membrane application in accordance with manufacturer's warranty requirements. p 3.14 � A. � : !�, L�J � C. � 70B COMPLETION Inspect completed roofing and correct all defects to meet the specification requirements. Manufacturer's representative shall inspect the completed roofing system and nodfy the Contractor and Architect of any defects in the application. Clean up all debris, excess materials and equipment and remove from site daily. Clean any drips or spills of asphalt or primers. E. Restrict construction traffic and equipment movement on the completed roofing to only essential personnel. Provide appropriate protection against traffic and construction activities on completed roofs. C�� C� LiJ L� I END OF SECTION � 07525 - 10 PKG VO4 � � � � � � � � �. � � � � � � � � � � SIECTION 07560 FLUID-APPLIED ROOFING PART 1 - GENERAL 1.01 RELATED WORK A. Section - Minor DemQlition and Renovation Work. 1.02 REFERENCES A. ASTM D2523 - Load Strain Properties of Roofing Membranes. B. ASTM D4830 - Characterizing Thermoplastic Fabrics used in Roofing & Waterproofing. , C. ASTM D1117 - Non-Woven Fabrics. � D. ASTM D412 - Rubber Properties in Tension. E. ASTM E96 - Water Vapor Transmission of Materials. F. ASTM D2240 - Determining Durometer Hardness of Rubber. G. ASTM E108 - Fire Tests of Roof Coverings. H. UL-790 - Fire Resistance of Roof Covering Materials. d 1.03 QUALITY ASSURANCE A. Manufacturer: Company supplying specified types of roofing products and systems for minimum ten 10 years in U.S. market. B. Contractor: Qualified Applicator eligible to provide Manufacturer's warranty. C. Provide written proof of Manufacturer's approved applicators status for required warranty. Contractor shall submit certification with bid. D. Upon completion, provide an inspection by Manufacturer to assure installation is in accordance with requirements for the warranties. Manufacturer's representative shall provide a written inspection report certifying that the roof system has been installed in accordance with manufacturer's accepted procedures and is warrantable for the specified warranty period. 07560 - 1 PKG VO4 a � � � � � a � a � � � � � � � � � � 1.04 CONFORMANCE STANDARDS A. Underwriters Laboratories (LTL). 1. Fire Classification Rating: "Class A". 1.05 SUBMITTALS A. Receive final written authorization for substitutions, if any. B. C. 1.06 A. B. C. D. Submit three (3) inch by five (5) inch samples of roofing membrane and accessories with manufacturer's identification labels attached. Submit manufacturer's application procedures which describe completely the preparation of surfaces and application of specified materials. DELIVERY, STORAGE, AND HANDLING Deliver roofing materials, and accessories in manufacturer's original protective containers with labels intact and legible. Comply with manufacturer's published instructions for storage and handling. Store roll goods on ends, selvage end up. Discard flattened, creased or otherwise damaged rolls. Place materials on pallets. Do not stack palletized material. Store materials in dry protected areas, on clean, raised platforms with securely anchored weather protective covering. Store materials markerl "keep from freezing" in areas where temperature will remain above 55 degrees F. D. Handle materials to avoid bending, puncturing, tearing, or other damage during transporta.tion and installation. 1.07 ENVIRONMENTAL REQUIREMENTS A. Proceed with roofing work only when weather conditions comply with manufacturer's recommendations. Do not exceed temperature limitations recommended by the manufacturer. B. Do not begin roofing work (removal or installation) when weather forecast is greater than 20 % chance of rain. 07560 - 2 PKG VO4 � � 1.08 � A. � 1.09 A. � � � � 1.10 � �! � � � � : C. PRE-INSTALLATION CONFERENCE Prior to ordering materials and commencing roofing, a pre-installation conference to discuss the specified roofing system and its proper application will be conducted. WARRANTY General: All warranties are calculated from the date of final acceptance by the City. The Contractor shall be fully responsible for the work until date of final acceptance. Provide Manufacturer's ten (10) year warranty covering materials and workmanship. Provide Roofer's two (2) year unconditional total system warranty for a11 components. PROTECTION AND COORDINATION A. Owner will occupy premises during entire period of roof work. All due care shall be taken to protect property from damage and occupants from injury due to the Contractors work operations. Take due care to protect building and sunounding objects from overspray during installation operations. Cooperate with Owner's Representative during roofing operations to minimize conflict, and to facilitate continued use of the facility. B. Schedule work in an orderly manner with any disturbance to normal operations kept to a minimum. Coordinate scheduling with Owner's Representative in order to protect building occupants, building contents from damage during rooiing operations. Verify that protection methods aze in place to satisfaction of Owner's Representative. Comply with precautions and procedures as required by City Ordinances and OSHA Regulations. C. The building and surrounding areas shall be left in a safe UNCLUTTERED condition at the end of each day's work. � PART 2 - PRODUCTS {� 2.01 �.j LJ [�J A. ACCEPTABLE ROOFING MANUFACTURERS Equal to Thermo Materials, Chandler, Arizona. �] 07560 - 3 PKG VO4 U � � 2.02 � A. SUBSTRATE PREPARATION � B. Asphalt Primer/Stain blocker: Equal to Thermolastic Stain Tnhibitor, single component, water based coating speciiically designed as primer and stain inhibitor over asphaltic residues. � 2.03 FLASHING MATERIALS � ��J L�J LiJ l�' � A. Polyester Reinforcing Fabric: Equal to Thermo Polyester SB-100, stichbond polyester reinforcing fabric. Available in 4", 6", 12", 20" and 40" widths. B. Flashing Sealant: Equal to Thermolastic T-60 Flashing Sealant, water based, 100% acrylic elastomer flashing sealant. 2.04 COATING MATERIAL5 A. Protective Coating: Equal to Thermolastic Solar S'eld, single component, acrylic rubber emulsion specifically formulated as reflecti e, ultraviolet and moisture resistant surfacing over reinforced elastomeric flashing and metal roofs. B. Skylight Coating: Equal to Thermo clear Skylight Coating, single component, water based acrylic finish coat, designed as a clear drying finish for fiberglass skylights. PART 3 - EXECUT'ION � 3.01 `J � L�J L!J A. : PRETREATMENT MATERIALS Rust Inhibitor/Converter: Equa1 �o Thermo Rust Inhibitor, water based rust inhibitor/converter. Repair voids or gaps in metal roof greater than 1/4". Remove and replace severely conoded or deteriorated metal roof panels and skylight panels that pose safety threat. C. Remove and replace severely corroded fasteners with acceptable corrosion inhibited type fastener. Replace severely weathered washers with new butyl rubber washers. Replace stripped fasteners with larger OD type fasteners. Replace missing fasteners. D. Pressure wash roof surfaces with low foaming, biodegradable detergent/water (�] solution and allow to thoroughly dry. Remove existing loose asphaltic roofing or �J flashing material. � � 07560 - 4 PKG VO4 � � � � C! I� E. F. G. x. 3.02 FLASHING INSTALLATION � A. Install widths of Thermo Polyester SB-1Q0 in Thermolastic T-60 in accordance with project requirements. Cut and remove Thermo Polyester SB-100 around fasteners as required to fit flush with metal roof surface. Bridging or wrinkling over afasteners is �ot permitted. (Note: Width of flashing depends on rib configuration.) � � � � 3.03 � � I: C Treat oxidized areas with Thermo Rust inhibitor ai a coverage rate of 1 gal per 230 sq. ft. Heavily o�cidized azeas may require 2 applications. Coat areas of residual asphalt with Thermolastic Stain Inhibitor at coverage rate of 1 gal. per 100 sq. ft. Coat skylight panels with 2 coats of Thermo Clear skylight coating at a coverage rate of 1 gal. per 10 sq. ft. Allow pre treatments to cure minimum 24 hours prior to application of flashing and protective coating. Embed Thermo Polyester SB-100 into Thermolastic T-60 at a coverage rate approximately 1 gal. per 201inear by 6" width respectively. Trowel or caulk exposed fasteners with Thermolastic T-60 sealant, completely cover fastener heads. D. Allow flashings to dry thoroughly. Inspect for voids, fishmouths and other imperfections, repair as required. Cut and repair fishmouths by embedment of Thermo Polyester SB-100 in additional T-60. _ PROTECTIVE COATING INSTALLATION A. App1y Solar Shield Protective Coating in accordance with manufacturer's application rates to achieve required warranty thicknesses. Gray base coat and White top coat. B. Thoroughly mix Solar Shield to assure uniformity, although supplierl ready to use. � Solar Shield may be applied by brush, roller, and by either conventional or airless spray equipment. Q C. Inspect base coat and top coat applications for holidays and correct thiclrness. Ten year warranty requires coated surfaces above minimum 27 mils thickness with average thickness being 30 mils. � � � 07560 - 5 PKG VO4 � i � � 1 � � � � � � � � � � � 1 � I� 3.04 70B COMPLETION A. Inspect completed roofing and correct all defects to meet the specification requirements. . B. Manufacturer's representative shall inspect the completed roofing system and notify the Contractor and Architect of any defects in the application. � C. Clean up all debris, excess materials and equipment and remove from site daily. � D. Clean any drips or spills. E. Restrict co�astruction traffic and equipment movement on the completed roofing to only essential personnel. Provide appropriate protection against traffic and construction activities on completed roofs. END OF SECTION 07560 - 6 PKG VO4 � ' � ' � � � � � � � � 1 1 � � 1 � � SECTION 07600 SHEET METAL WORK PART 1 - GENERAL 1.01 RELATED SECTIONS A. Section - Minor Demolition and Renovation Work. B. Section - Asphalt Shingles. C. Section - Manufactured Roof Panels. D. Section - Modified Bitumen Sheet Rooiing. 1.02 REFERENCES A. ANSUASTM B32 - Solder Metal. B. ASTM A525 - Steel Sheet, Zinc Coated, (Galvanized} by the Hot-Dip Process. C. ASTM B370 - Copper Sheet and Strip for Building Construction. D. CDA (Copper Development Association) - Contemporary Copper, A Handbook of Sheet Copper Fundamentals, Design, Details and Specifications. E. FS 0-F-506 - Flux, Soldering, Paste and Liquid. F. FS QQ-S-571 - Solder, Tin Alloy. G. FS TT-C-494 - Coating Compound, Bituminous, Solvent Type, Acid Resistant. H. FS SS-C-153 - Cement, Bituminous, Plastic. I. SMACNA - Architectural Sheet Metal Manual. 1.03 QUALITY ASSURANCE A. Applicator: Company specializing in sheet metal flashing work with five years minimum experience. B. Conform to SMACNA Manual for typical design conditions. Sizing of storm drain components and downspouts for rainfall intensity of minimum 6 inches per hour to meet City of Fort Worth code requirements. 07600 - 1 PKG VO4 LJ' � � �!1 � LI ��l � a u � �� l�J ,u �I � J 1.04 SUBMITTALS 0 A. Submit shop drawings arld product data. Submit manufacturer's instatlation instructions. B. Shop drawings showing layout, profile; methods of joining, and anchorages details, including major counter-flashings, trim/facia unit., and expansion joint systems. Provide layouts at 1/4 inch scale and details at 3 inch scale. 1.05 PRO7ECT CONDITIONS A. Coordinate work of this section with interfacing and adjoining work for proper sequencing of each installation. Ensure best possible weather resistance and durability of work and protection of materials and finishes. 1.06 WARRANTY A. Guarantee all metal flashing installed in conjunction with roofing against leaks and defects for a period of two years following Substantial Completion. 1.07 STORAGE AND HANDLING A. Materials shall be delivered to the site in a dry and undamaged condition and stored out of contact with the ground. Materials shall be covered with weathertight coverings and kept dry. B. Stack preformed and prefuushed material to prevent twisting, bending, or abrasion, and to provide ventilation. C. Prevent contact with materials during storage which may cause discoloration, staining, or damage. PART 2 - PRODUCTS 2.01 SHEET MATERIALS A. Galvanized Steel: ARMCO Zincgrip Paintgrip, ASTM A525, G90; 24 gage core steel. (Bldg.386) B. Pre-Coated Galvanized Steel: ASTM A525, G90; 24 gage core steel, shop pre- coated with selected color. (Bldgs. 209, 426, 564, 688) � 07600 - 2 PKG VO4 � � � L�J �� I � � � � � I � � 2.02 COMPONENTS A. Cap Flashing, Counter Flashing, Edge Flashing, Reglets, etc.: Profiles shown on drawings. . 2.03 ACCESSORIFS A. Fastener: Galvanized steel with soft neoprene washers at exposerl fasteners. Finish exposed fasteners same as flashing metal. B. Underlayment: ASTM D266; No. 30 asphalt saturated roofing felt. C. Slip Sheet: Rosin sized building paper. D. Plastic Cement: FS SS-C-153, Type I-asphaltic cement, no asbestos fibers allowed. E. Anchorage Devices: SMACNA requirements. Type recommended by fabricator. F. Solder: FS QQ-S-571; ANSI/ASZ'M B32; 50/50 type. G. Flux: FS O-F-506. . 2.04 FABRICATION A. Shop fabricate work to greatest extent possible. B. Form profiles and sizes to details and SMACNA requirements. Form pieces in longest practical lengths. C. Form sections true to shape, accurate in size, square, and free from distortion or defects detrimental to appearance or performance. D. Field measure site conditions prior to fabricating work. E. Fabricate for waterproof and weather-resistant performance, with slip joint, backer plate expansion provisions for running work, sufficient to permanently prevent leakage, damage, or deterioration of the work. F. Fabricate with required connection pieces. G. Fabricate cleats and starter strips of same material as sheet, interlockable with sheet. H. Hem exposed edges on underside 1/2 inch; miter and seam corners. I. Form material with standing flat lock cover plate seam. � 07600 - 3 PKG VO4 I � � � I � � � u � � � � � � I I I � 2.02 COMPONENTS A. Cap Flashing, Counter Flashing, Edge Flashing, Reglets, etc..: Profiles shown on drawings. 2.03 ACCESSOR�� A. Fastener: Galvanized steel with soft neoprene washers at exposed fasteners. Finish exposed fasteners same as flashing metal. B. Underlayment: ASTM D266; Na. 30 asphalt saturated roofing felt. C. Slip She�t: Rosin sized building paper. D. Plastic Cement: FS SS-C-153, Type I-asphaltic cement. E. Anchorage Devices: SMACNA requirements. Type recommended by fabricator. F. Solder: FS QQ-S-571; ANSUASTM B32; 50/50 type. G. Flux: FS O-F-506. 2.04 FABRICATION A. Shop fabricate work to greatest extent possible. B. Form profiles and sizes to details and SMACNA requirements. Form pieces in longest practical lengths. C. Form sections true to shape, accurate in size, square, and free from distortion or defects detrimental to appearance or performance. D. Field measure site conditions prior to fabricating work. E. Fabricate for waterproof and weather-resistant performance, with slip joint, backer plate expansion provisions for running work, sufiicient to permanently prevent leakage, damage, or deterioration of the work. F. Fabricate with required connection pieces. G. Fabricate cleats and starter strips of same material as sheet, interlockable with sheet. H. Hem exposed edges on underside 1/2 inch; miter and seam corners. I. Form material with standing flat lock cover plate seam. 07600 - 3 PKG VO4 I�I a � � I �� I � I � � � 7. Solder and seal metal joints. After soldering, ;zmove flux. Wipe and wash solder joints clean. � K. Fabricate corners from one piece with minimum 18 inch long legs; seam solder for rigidity, seal with sealant. L. Fabricate vertical faces with bottom edge formed outward 1/4 inch and hemmed to form drip. 2.05 FIl�ISH A. Shop prepare and prime exposerl ferrous metal surfaces. PART 3 - EXECUTION 3.01 INSPECTION A. Verify membrane termination and base flashing are in piace, sealed, and secure. B. Verify roof openings, curbs, pipes, sleeves, ducts, or vents through roof are solidly set, cant strips in place, and nailing strips located. C. Beginning of installation means acceptance of existing conditions. 3.02 PREPARATION A. Field Measure site conditions prior to fabricating work. � I � � � � I � B. Install starter and edge strips, and cleats before starting installation. C. Secure flashing in place using concealed fasteners. Use exposed fasteners only in locations approved by Architect. D. Lap Lock Cleat Seam and seal all joints. E. Apply plastic cement compound between metal flashing and felt flashing. F. Fit flashing tight in place. Make corners square, surfaces true and straight in planes, and lines accurate to proiiles. G. Solder metal joints watertight for full metal surface contact. After soldering, wash metal clean with neutralizing solution and rinse with water. H. Seal metal joints watertight. 07600 - 4 PKG VO4 � � I u I 1 1 � � � � M I I 1 � i i 3.03 INSTALLATION A. General: Except as otherwise indicated, comply with manufacturer's Installation instructions and recommendations and with SMACNA. Anchor units of work securely in place by methods indicated, providing for thermal expansion of inetal units; conceal fasteners where possible, and set units true to line and level as indicated. Install work with laps, joints, and seams that will be permanently watertight and weatherproof. 3.04 PROTECTION AND CLEANING A. Protect flashings and sheet metal work during construction to ensure that work will be without damage or deterioration other than natural weathering at time of Substantial Completion. B. Clean exposed metal surfaces removing substances that might cause corrosion of � metal or deterioration of finishes. END OF SECTION � 07600 - 5 PKG VO4 u � � aPART 1 - GE:NERAL 1.01 � A. � � �! � 70B CONDITIONS SECTION 07951 CATJLKING AND SEALANTS 3oints. Dry, clean, and free of grease, oil, wax, tar, asphalt, mastic compounds, waterproofing agents or other foreign materials. PART 2 - PRODUCTS 2.01 SEALANT A. Sealant Primer: As manufactured and recommended by the sealant manufacturer in writing. All sealants must be used with a primer. If the manufacturer does not routinely require a primer, obtain a recommendation to fill this requirement. B. Sealant Backup Material: As manufactured or recommended by the sealant manufacturer for the substrate type and joint design on this project. Unless indicated or specified otherwise, all joints must have a backup material sized to be slightly compressed in the joint when installed. aC. Color: To match the adjacent substrate as closely as possible with standard stock colors. � ,'� D. Sealant Type for General Use: FS TT-S-230C (COM-NBBS) (Feb. 2, 1970) including Amendment 2(Oct. 9, 1970) single component sealing compound, Type II, Class A. Sealant material must be urethane or acrylic polymer. E. Use sealants whose date of manufacture shows they have not exceeded their shelf � life. Do not use sealants with a date of manufacture more than 12 months old. � PART 3 - EXECUTION � 3.01 APPLICATION � � A. Remove corrosion from steel surfaces with hand or power driven wire brush, then clean surface with solvent. Scrape wood surfaces to remove loose paint and foreign matter and sandpaper to roughen surface. Construct joint such that sealant depth is equal to 1/2 width but not less than 1/4" deep. Where necessary, joints shall be � 07951 - 1 PKG VO4 � � �J a � � � � � a � d D Q � � � a � packed with backup material. Apply masking tape, at least 2" in width to both sides of joint for protection. B. Apply to inner joint recesses until entire area is salidly packed and completely filled. Exposed surfaces of caulking joints may be smoothed with finishing tool, dipping it in solvent. Remove masking tape before setting occurs. 3.02 CLEANING A. Clean adjacent materials which have been soiled imtnediately and leave work in neat, clean, unsoiled condition. Prevent damage or discoloration to adjacent material when removing excess caulking materials. End of Section 07951 - 2 PKG VO4 � � INDEX OF DRAWINGS MEADOWBROOK GOLF COURSE (BLDGS. 399, 401, 402, 404, STORAGE COVER) PLANS Al-A6, DETAIIS Dl-D$, PHOTOS PI-P15 ROCKWOOD GOLF COURSE (BLDGS. 415, 416, 417, 418, 419) PLANS Al-A10, DETAILS Dl-D5, PHOTOS Pl-P18 SYCAMORE GOLF COURSE (BLDGS. 422, 424, 42� PLANS Al-A3, DETAILS D1-D5, PHOTOS Pl-P6 ID - 1 PKG VO4 � � � INDEX O::' DR�WINGS MEADOWBROQh GOLF COLJRSE (BLDGS. 39g, 401, �02, 404, STORAGE COVER) BUII.DING CONTACT (ACCESS DURING BIDDING) SITE VISIT DURING BUSINESS HOURS (CALL NOT REQUIRED) PLANS - MEADOWBROOK GOLF COURSE � A1 - SITE PLAN, MAIN ENTRANCE (402 & 402) A2 - SITE PLAN, MAINTENACE AREA (399, 404 & COVER) A3 - EXISTING ROOF PLANS - CART STORAGE (402) & PROSHOP (401) � (PHOTO REFERENCE) A4 - RENOVATION ROOF PLANS - CART STORAGE (402) & PROSHOP (401) � (DETAIL REFERENCE) AS - EXISTING ROOF PLANS - ADMII�TISTRATION (399), COVER & MAINTENACE (404) - (PHOTO REFERENCE) � A6 - RENOVATION ROOF PLANS - ADMII�IISTRATION (399), COVER & MAINTENACE (404) - (DETAIL REFERENCE) �' DETAILS - MEADOWBROOK GOLF COURSE -� PROSHOP D 1 - PARAPET WALL D2 - EDGE FLASHING (ROOF "C") � D3 - EDGE FLASHING (ROOFS "B" & "D") D4 - EDGE FLASHING (ROOF "B" AT "A") � DS - EDGE FLASHING (ROOF "A") D6 - WALL REGLET D7 - STACK FLASHING � DS - CURB FLASHING � PHOTOS - MEADOWBROOK GOLF COURSE PROSHOP P 1- A) MAIN ENTRANCE �"" PZ - A) NORTT3WEST ELEVATION . B) SOUTHWEST ELEVATION P3 - A) SOUTHEAST CORNER B) EAST ELEVATION � P4 - A) NORTH ELEVATION B) ENTRANCE CANOPY, VIEW NORTHWEST � PS - A) VIEW NORTH, WEST SIDE B) VIEW NORTH, EAST SIDE �,,, P6 - A) A/C UNITS, SOUTH END B) DETAIL, SOUTH END -0 P7 - A) VIEW SOLJTH, EAST SIDE � � B) VIEW SOUTHWEST, EAST SIDE L P8 - A) A/C UNTI', NORTH END B) VIEW WEST, NORTH END � ID - 2 PKG VO4 �r � CARTSTORAGE P9 - A) EAST/NORTH ELEVATIONS B) WEST ELEVATION �'" P10 - A) ROOF, VIEW NORTHEAST B) ROOF, VIEW SOUTHEAST ADMIl�IISTRATION P11 - A) EAST ELEVATION � B) VIEW NORT'HWEST MAINTENANCE � P12 - A) SOUTH ELEVATION B) ROOF "B", VIEW EAST *,. P13 - A) ROOF "A", VIEW WEST B) ROOF "A" AND "B", VIEW EAST � P14 - A) ROOF "C" B) STORAGE COVER � P15 - A) VIEW SOUTFiWFST B) VIEW EAST 1 ' 1 1 ' ' 1 �_ J � � � � - 3 PKG VO4 1 � � ' �� '� 1 � � � � 1 � METAL CAP FLASHING (SLOPE) INTEC MODIFlED BITUMEN Z � � — `d- � / / / / / , � CONTINUOUS �IETAL CLEAT EXISTING WOOD NAILER (REPAIR AS REQUIRED) 4 / ^ � --��- 1/4" DIA. x 1p PAN HEAD SREWS, s SELF-TAPPING WITH NEOPRENE // � WASHERS AT 8" O.C. (TYP.) /M a `� EXISTING PARAPET WALL � �� a- CANT STRIP INTEC �10DIFIED BITU�IEN MEMBRANE 6" 4" �. � I BASE �_ � SHEET � � I � I= I /�// / // /�i / CRICKET / RIGID INSULATION EXIS�NG ROOf DECK � PARAPET WALL NO SCALE TYPfCAL DETAIL MEADOWBROOK GOLF COURSE INTEC MODIFIED BITUMEN BASE FLASHING Q1 12/12/97 i'fl U � � � L�J � INTEC MODIFIED BITUMEN MEMBRANE � INTEC MODIFIED BITUMEN FLASHING TAPERED INSULATION FASTEN 3" O.C. STAGGERED t 6 �. I , � . � T � � I 1 I i i i i� � �+ � i z � 0 � / � , / � � EXISTING WOOD ROOF DECK J" EXISTING WOOD NAILEf; � � METAL EDGE � CONTINUOUS METAL CLEAT � �� EDGE FLASHING � ROOF "C' NO SCALE �. C � �. TYPIGAl� DETAIL MEADOWBROOK GOLF COURSE D2 12/12/97 L�J� � � � � � � � � � � � u BALLAST (ROOF "B" ONLY) INTEC �MODIFIED BITUMEN MEMBRANE . INTEC MODIFIED RIGID INSULATION / BITUMEN FLASHING FASTEN 3" O.C. STAGGERED � 6 � NEW WOOD NAILERS (MATCH INSULATION) OO O O �� i��'� � GRAVEL GUARD � , j N \ I r � / � / � v EXISTING WOOD ROOF DECK EXISTING WOOD NAILER � METAL EDGE CONTINUOUS METAL CLEAT � � EDGE FLASHING � ROOFS "B" & "D" NO SCALE � � � 0 TYPfCAL DETAIL MEADOWBROOK GOLF COURSE D3 12/12/97 C � � � I I � � � � � � r � I 1 � � � � :�� BALLAST (THIS ROOF ONLY) INTEC MODIFIED BITUMEN MEMBRANE �NTEC MODIFIED BITUMEN FLASHING FASTEN 3" O.C. STAGGERED NEW WOOD NAiLERS (MATCH INSULATION) � �/" t GRAVEL GUARD l/ RIGID INSULATION c 6,> �i , ��n�� I� � / � /�� / EXISTING WOOD ROOF DECK EXISTING WOOD NAILER EXISTING WOOD CANT ME7AL EDGE CONTINUOUS METAL CLEAT SEE D5 FOR � BALANCE OF N�TES ROOF "A" _ , � �� \ —S G� � oD GE AFLASH NO�SCALE TYPICAL DETAIL MEADOWBROOK GOLF COURSE D4 12/12/97 I_�I I� il!J � C� C�i I�I I� J � I� � Ci � � lil !1 � 1'�� INTEC MODIFIED BITUMEN MEMBRANE � INTEC MODIFIED BITUMEN FLASHING RIGID INSULATION FASTEN 3" O.C. STAGGERED �� 6�� ,� f I / NEW WOOD NAILER (MATCH INSULATION) I , _ , -- , ^ � � � � � � � � ' � � � x w _ U � / � � � EXISTING WOOD ROOF DECK J � EXISTING WOOD NAILER � METAL EDGE CONTINUOUS METAL CLEAT � EDGE FLASHfN� ROOF "A" NO SCALE TYPICAL DETAfL MEADOWBROOK GOLF COURSE D5 12/12/97 I�I '� LJ � L■J �� I� L � LJ � � � I•1 � u � I� �� EXISTING WALL (MASONRY/WOOD) CANT S7RIP 1 � REUSE EXISTING COUNTERFLASHING I OR CUT EXISTING COUNTERFLASHING � AND USE A5 RECEIVER fOR NEW � COUNTERFLASHING ' NOTE: BOTTOM OF EXTG. COUNTERFLASHING ACTUALLY COMES TO TOP OF CANT I 1 I INTEC MOOIFIED � �r ,�BITUMEN FLASHING � INTEC MODIfIED j v c 6 � BITUMEN MEMBRANE � 4" �; � �I� BASE SHEET ; � '. 1 � RIGID INSULATION , . . . ,, l 1 jl I � I � I I I I � / I % I i EXISTING ROOF DECK WALL REGLET NO SCALE �TrY�'ICAL DETAIL MEADOWBROOK GOLF COURSE �� . 12/12/97 '� � � lJ � � � � � lil l�l � l�'' � INTEC MODIFIED BITUMEN FINGER FLASHING � 12" � I BASE SHEET � �— f � IIIII I IIII IIIIII I /////////////� c NEW STACK/FLUE INTEC I�ODIfIED BITUMEN FLASHING INTEC MODIFIED BITUMEN MEMBRANE � � I I I I I I � I I I I I I I I/ //// /////� EXISTING DUCT RIqD INSULAiION EXISTING ROOF DECK � STACK FLASHING � NO SCALE NOTE: USE M—VENT WHERE � PRACTICAL, IN PLACE OF NEW SHEET METAL STACK. I■I a �YP�CAL DETAIL � MEADOWBROOK GOLF COURSE D7 12/12/97 L■I f�J � � � � EXISTING I�ECHANICAL UNIT ON CURBS � FASTEN 8' O.C. � -�''� [ EXISTING METAL FLASHING R t INTEC MODIFIED BITUMEN �j A FLASHING ADHERED TO EQUIPMENT CURB l�J n � � � . 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'_�� ' �-�....�-- _ - �:�.�,� g�� _ _ �-�„..— >i �^G.' . ��.--�. _��-- � . � _ � �-, -��, �--§ - . � � �rt �:; � .� �. �� `� �� _ � � �� , �� `; �t � .� y.,+.�.. : �„�__�,,,r�;�`,�-� T : -c��;� � � r / h g ""',a.� S'# x� �� ""'..� �� '" "-•�ta ..�^' ��r �"�+�� '�� . _ �� ;�' �� . � * w� Y ,_ � r , � ,� k �� , .� �� ` ��, i�_ .,."'"�`�'=- � ,�. �^; - x� - _ � j - � �` �-' �-� �: � -_ -_- ' —� � �, � �. � � � INDEX OF DRAWINGS ROCKWOOD GOLF COURSE (BLDGS. 415, 416, 417, 418, 419) � BUII.DING CONTACT (ACCESS DURING BIDDING) SITE VISIT DURING BUSINESS HOURS (CALL NOT REQUIRED) � PLANS - ROCKWOOD GOLF COURSE A1 - SITE PLAN, PROSHOP AREA. (418) -(PHOTO REFERENCE) �" A2 - SITE PLAN, MAINTENANCE AREA (415, 416, 417 & 419) -(PHOTO L REFERENCE) � A3 - EXISTING ROOF PLAN PROSHOP (418), HIGH PITCH (PHOTO REFERENCE) ' A4 - EXIS .'ING ROOF PLAN PROSHOP (418), LOW SLOPE (PHOTO REFERENCE) � AS - RENOVATION ROOF PLAN PROSHOP (418), HIGH PITCH (DETAIL REFERENCE) � A6 - RENOVATION ROOF PLAN PROS?TOP (418), LOW SLOPB (DETAIL REFERENCE) A7 - EXISTING ROOF PLANS CART STORAGE (416) & MAT'L STORAGE �`° (415) - (PHOTO REFERENCE) _ A8 - RENOVATION ROOF PLANS CART STORAGE (416) & MAT'L STORAGE (415) - (DETAII. REFERENCE) A9 - EXISTING ROOF PLANS MAINTENACE (417) & F'UMP HOUSE (419) � (PHOTO REFERENCE) A10 - RENOVATION ROOF PLANS MAINTENACE (417) & PUMP HOUSE (419) � (DETAIL REFERENCE) ` �' DETAILS - ROCKWOOD GOLF COURSE PROSHOP D 1 - EAVE FLASHING D2 - EDGE FLASHING (CAP) D3 - CONNECTION (LOW TO HIGH) D4 - PARAPET WALL DS - CURB FLASHING � PHOTOS - ROCKWOOD GOLF COURSE PROSHOP � P1 - A) MAIN ENTRY, NORTH ELEVATION B) PATIO, EAST ELEVATION �,, P2 - A) STREETSIDE, NORT'HWEST ELEVATION B) STREETSIDE ELEVATION ' P3 - A) SOUTH ELEVATION, WEST B) SOUTH ELEVATION, EAST � P4 - A) ROOF "A", VIEW SOUTH B) ROOF "B", VIEW NORT'HWEST C, ID - 4 PKG VO4 Y,� � B) ROOF "C" , VIEW NORTH P6 - A) ROOF "C", VIEW WEST B) ROOF "C", VIEW EAST �^ MATERIAL STORAGE L P7 - A) NORTHEAST ELEVATION B) EAST ELEVATION �' P8 - A) NORTH ELEVATION B) REAR METAL BUILDING P9 - A) ROOF "A", VIEW EAST � B) ROOF, VIEW WEST P10 - A) SOUTHWEST CORNER �„ P11 - A) ROOF "A", UNDERSIDE B) ROOF "B", UNDERSIDE P12 - A) CONNECTION: MAT'L STORAGE AND CART STORAGE CART STORAGE � P13 - A) NORTHEAST ELEVATION B) VIEW WF.ST � P14 - A) ROOF, VIEW SOLTTHWEST B) ROOF, VIEW NORTHWEST P15 - A) ROOF, VIEW EAST �"' B) ROOF, UNDERSIDE , MAINTENANCE P16 - A) NORTH ELEVATION ' B) EAST ELEVATION � P17 - A) WEST ELEVATION B) ROOF, VIEW EAST � P18 - A) NORTHWEST ELEVATION i�] ' , ' ' ' � � � - 5 PKG VO4 1� 1 � � ' � � � � a a � � a � � � � � INTEC MODIFIED BITUMEN MEMBRANE BA5E SHEET � � l c � �I�IIIIIIIIIIIII�II�iiiii��i_ TAPERED INSULATION EXISTING PLYWOOD DECK EXISTING SOFFIT � EAVE FLASHING LOW SLOPE NO SCALE TYP[CAL DETAIL ROCKWOOD G��LF COURSE METAL EDGE TRIM CONTINUOUS CLEAT EXISTING FASCIA D1 12/12/97 � � � � 1 � i ' � � � � � � � � I I � INTEC MODIFIED BITUMEN MEMBRANE BASE SHEET � / � �� II`Illll��iiiiiii��,�� \ TAPERED INSULATION EXISTING PLYWOOD DECK / \ EXISTING STRUCTURE (TYPI CAL) � EDC�E FLASHfNG CAP NO SCALE TYPICAL DETAIL ROCKWOOD GO! F COURSE METAL EDGE TRIM AND CONTINUOUS CLEAT ASPHALT SHINGLES ON 30# BASE FELT D2 12/12/97 � � � � � � � � � � � � � � � D � � � � _ EXISTING PLYWOOD DECK EXISTING STRUCTURE CANT STRIP � I J� / TAPERED INSULATION METAL EDGE FLASHING EXISTING WOOD FASCIA TRIM, REPLACE OR REPAIR AS REQUIRED INTEC MODIFIED BITUMEN FLASHING � � �-�-INTE� MODIFIED-�� -�-�� BITUMEN MEMBRANE � BASE SHEET Y � EXISTING �PLYWOOD DECK � CONNECTION L�W T• HIGH NO SCALE TYPICAI� QETAfL ROCKWOOD GOLF COURSE D3 12/12/97 ASPHALT SHINGLES / ON 30# BASE FELT � � a a �.! � � a � a � � a D � a a � � EXISTING WOOD NAILER (REPAIR AS REQUIRED) 1/4" DIA. x 1" PAN HEAD SREINS, ��- - SELF-TAPPING WfTH NEOPRENE ? - WASHERS AT 8" O.C. (TYP.) � M c METAL CAP FLASHING (SLOPE) � INTEC MODIFIED BITUI�EN v n z _ � a- i � CONTINUOUS �IETAL CLEAT :, INTEC MODIFIED BITUMEN BASE FLASHING INTEC MODIFIED BITUMEN CANT STRIP MEMBRANE � EXISIING PARAPET WALL �, . � 6 .. - --- ----�1- - - . - - -. -- - --- - ---- - - - -- . _ I� 4 � � . . 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BUII.DING CONTACT (ACCESS DURING BIDDING) SITE VISIT DURING BUSINESS HOURS (CALL NOT REQUIRED) �► PLANS - SYCAMORE GOLF COURSE Al - STTE PLAN, MAINTENANCE COMPLEX (PHOTO REFERENCE) � A2 - EXISTING ROOF PLANS (PHOTO REFERENCE) A3 - RENOVATION ROOF PLANS (DETAIL REFERENCE) DETAILS - SYCAMORE GOLF COURSE MAINTENANCE D 1 - EAVE DETAIL � D2 - RIDGE DETAIL D3 - RAKE DETAII, � FERTII.IZER STORAGE D4 - EAVE DETAIL DS - RAKE DETAIL � PHOTOS - SYCAMORE GOLF COURSE Pl - A) VIEW NORTHEAST � � B) VIEW SOUTHEAST � P2 - A) MAINTENANCE BrJILDING B) FERTILIZER STORAGE BUILDING � FERTILIZER STORAGE P3 - A) SOUTH ELEVATION � P4 - A) EAST ROOF B) WFST ROOF h�,�INTENANCE PS - A) SOtf�['HWEST CORNER �,,, B) ROOF, VIEW SOUTH PUMP HOUSE � P6 - A) EAST ELEVATION B) ROOF ' ' ' � ID - 6 PKG V44 1 :� � � I � � � � � L� � � � � � � � � STANDING SEAM METAL ROOF SYSTEM ON WEATHER SHIELD EXISTING PREFINISHED METAL FLASHING EXISTING PREFINISHED i- / GUTTER � - � �� ;;�� i i i i i EXISTING � ; WOOD TRIM � i � i EXISTING � PREFINISHED � __ _ _ �- - DOWNSPOUTS'--�� - - --- � i � � � EXISTING y, i WOOD SIDING ; \ EXISTING 3/4 PLYWOOD DECK COMPOSITE INSULATION/OSB BOARD "R"14 MIN. EXISTING STRUCTURAL WOOD TRUSSES WOOD BLOCKING, MATCH INSULATION THICKNESS EXISTING WOOD BLOCKING � EAVE DETAlL NO SCALE NOTE: PREFINISHED METAL FLASHING AND ACCESSORIES TO MATCH ROOF COLOR. MAINTENANC� SYCAMORE GOLF COURSE l�./ � 12/12/97 1�1 I I D � O � � � � � � � � � � a � � PREFINISHED CAP FLASHING STANDING SEAM METAL ROOF SYSTEM ON WEATHER SHIELD "Z" CL.IPS �_ EXISTING 3/4 _,� PLYWOOD DECK - - - - - -- - --- - -� - --COMPOSITE--INSULATION/OS8 -- BOARD "R"14 MIN. EXISTING STRUCTURAL WOOD TRUSSES � RIDGE DETAiL NO SCALE NOTE: PREFINISHED METAL FLASHING AND ACCESSORIES TO MATCH ROOF COLOR. MAINTENANCE SYCAMORE GOLF COURSE D2 12/12/97 � u Ll I �J �I � � 1�1 O � CI L � � � PREFINISHED METAL CAP FLASHING 1/4" DIA. x 1" PAN HEAD SREWS, EXISTING WOOD NAILERS SELF-TAPPING WITH NEOPRENE � WASHERS AT 8" O.C. (TYP.) STANDING SEAM z METAL ROOF SYSTEM � �! /f �� ON WEATHER SHIELD �. ' ��=� % '�' CONTINUOUS PREFINISHED METAL CLEAT �� METAL FLASHING i �i � j Ir� �� i � ( I I II I EXISTING � J � i WOOD TRIM i ` i i i � - EXISTING 3/4 � PLYWOOD DECK i ____ __ _ __ ______ _, i , _ ____ _ _ . COMPOSITE INSULATION/OSB. _ __._ _ . . . � BOARD "R"14 MIN. i EXISTING STRUCTURAL i � WOOD TRUSSES i i i i EXISTING �.� WOOD SIDING ; i \/ i � /� i i i i i i i 1 Q � RAKE DETAIL NO SCALE � L�JI � NOTE: PREFINISHED METAL FLASHING AND ACCESSORIES TO MATCH ROOF COLOR. MAINTENANCE SYCAMORE GOLF COURSE D3 12/12/97 � � � � O � � a � � � a � D 0 � a � � � STANDING SEAM METAL ROOF SYSTEM ON WEATHER SHIELD EXISTING PREFINISHED GU TTER EXISTING WOOD TRIM � �� i �� i � y i i , i i i i i i i i i EXISTING � PREFINISHED � � _._"_____. ". " "DOWNSPOUTS . _ ._ _. _ . i EXISTING WOOD SIDING , , , , �i i i i i , , , � � ��III/////////////��a EXISTING 3/4 , PLYWOOD DECK � EXISTING WOOD RAFTER EXISTING WOOD BLOCKING � EAVE DETAIL NO SCALE NOTE: PREFINISH�D METAL FLASHING AND ACCESSORIES TO MATCH ROOF COLOR. �ERTfL.IZER STORAGE SYCAMORE GOLF COURSE D4 12/12/97 � i � LJ u �I L�1 L� � � � C lil L�J � PREFINISHED METAL CAP FLASHING 1/4" DIA, x 1" PAN HEAD SREWS, EXISTING WOOD NAILERS SELF-TAPPING WITH NEOPRENE / WASHERS AT 8" O.C. (TYP.) � STANDING SEAM z METAL ROOF SYSTEM � � �� ON WEATHER SHIELD d" �/ � M PREFINISHED CONTINUOUS / � � � METAL FLASHING METAL CLEAT y � � �I „ � j I� II / '/'/// ////////////////!/////////�1 / / EXISTING � , WOOD TRIM ; EXISTING 3/4 i PLYWOOD DECK i i � — EXISTING — � WOOD RAFTERS _.. _.. _ __,. _ .._ --- ---- --- -- �. -- -- -_ .. . _ ---- - � - -� --- -- - -- - - - -- � � � , , , EXISTING � i WOOD SIDING ; � � � � . i � � � � RAKE DETAIL NO SCALE �!J L�l ,�� NOTE: PREFINISHED METAL FLASHING AND ACCESSORIES TO MATCH ROOF COLOR. FERTILIZER �TORAGE SYCAMORE GOLF COURSE D5 12/12/97 � �� = ,� _ =��:�-_ __� _� �- . ��...� � } � — .. — - � �, � _�� _ � ��-�� - ' ' � ,. � = � '-��' �� + "_ �. 6 :� � � -¢ � �� - _ - — �� -�� - _ �� — - -= �� ,� - _ -._ � _ � � - — � = � �; � -- -- = � �� • T - - — _ _�- - -- �� T �`'�'� �� ^� �:,'� , T : . { �'i'�+X��. . � _ ��';>,� .. � � �.,�'� �±�,�� '� ?_ . - , - - � « r - , � - , _ � %.� , _ ,., . . ' - -.4: � +, L � + � � � h� 1 � � � ..... 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" _ _ ;�� . , €_ �� _ � �� _ � � � .- �'R*� " __ _ � � - ; - � _ a �{,s�n ��+� _ �� .r� ,.."_ — _ -_ ��-�� - . , -. �- — �.-� ,_ _-_ _ _ �� ^�; a - ~~� '� }M�� i si xy � _�_ _ - � _� f�;'�f'� ' � ; � =� - �.. �. -_sz. �.,F_ _ . ' _- — ' _ _ -- —_ _-- = -- _' ,... . r__ --'� _ ' `.�. . . �.,.. _.�' v - � .. . S.�- -. - , . � � - . �. . , . .., ., .,- . , . .. :. �`.. '. � . 1'�.«: 5 ., �� City of For� Worth, Texas �►�Ayar �And� �.aun�c�l C,�mmun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE I 11/2/99 **C-17730 I 20R13 I 1 of 2 SUBJECT qp,p�npRIATION ORDINANCE AND AWARD CONSTRUCTION CONTRACT TO AA�� ' PL`ICA R,�� C FOR ROOFING PROJECT VO4, ROOF REPLACEMENT FOR THIRTE�EN BUILDINGS AT THREE LOCATIONS RECOMMENDATION: It is recommended that the City Council: 1. Adopt the attached supplemental appropriation ordinance increasing appropriations in the Municipal Golf Fund by $77,127.00 and decreasing the unreserved, undesignated retained earnings by � like amount; and 2. Authorize the transfer of funds in the at�ount of $77,127�.00 from the Municipal Golf Fund to the Golf Capital Improvements Fund; and 3. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Golf Capital Improvements Fund by $�7,127.00 from available funds; and 4. Authorize the City Manager to execute a contract with AA Applicators, Inc. for Roofing Project VO4, to replace roofs on thirteen buildings located at three locations in the amount of $149,998.50 for a duration of 90 calendar days. DISCUSSION: Th� roofs of these buildings were damaged in th documents were prepared by Vaughn Architects, I February 5, 1998. The following bids were received BIDDERS AA Applicators, Inc. Boyd Inc. Freeman Roofi�g and Construction ; May 5, 1995 hailstorm. Project plans and bid 'lus. The project was advertised January 29 and February 28, 1998: BID CALENDAR DAYS $149.998.50 90 152,413.00 90 219,200.00 210 Award was postponed pending review of damages by the commercial insurance adjuster. Subsequent to bidding, it was determined that deterioration of five of the thirteen roofs was not principally caused by the hail storm. Funds have now been received from the insurance company to proceed with necessary repairs to eight roofs. The insurance company has agreed with the costs to repair the eight roofs. Repairs to the other five roofs will be funded from the Golf Capital Improvements Fund. The Parks and Community Services Departmer�t has determined .that the roofs on these five buildings requir� major maintenance or replacement and has agreed to dedicate the funds to award this contract so that the work can be done expeditiously. The contractor has agreed to perform the work at the quoted bid amount and duration. Staff has rer'li�'we� the current construction costs and recommends that the contract be awarded to the original bidder rather than re-bidding the project. � � �City of Fort Worth, Texas n✓I,Ayar ��and C,au�nc�l Can�n�un�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE° � ��2�99 � **C-17730 I 20R13 I � 2 of 2 SUBJECT APPROPRIATION _ORDINANCE AND AWARD CONSTRUCTION CONTRACT TO AA APPLICAT�RS, INC. F�R ROOFING PROJECT VO4, ROOF REPLACEMENT FOR THIRTEEN BUILDINGS AT THREE LO'CATIONS A waiver of the M%WBE requirement was requested and approved by the M/WBE Office because the purchase of goods and services was from a source where subcontracting or supplier opportunities were negligible. a� Tt�e,facilities are located in the following Council Districts: � COUNCIL DISTRICT 2: Rockwood Golf Course (5 buildings) COUNCIL DISTRICT 4: Meadowbrook Golf Course (5 Buildings) COUNCIL DISTRICT 8: Sycamore Golf Course (3 B„uildings) FISCAL INFORMATION/CERTIFICATION: The Finance Director ce�tifie's that upon adoption of supplemental appropriation ordin�nces and approval of the funds transfer, funds will be available in the•current capital budget, as appropriated, of the Golf Capital Improvements Fund and the Insurance Fund. The unreserved, undesighated retained earnings of the Municipal Golf Fund following this supplemental appropriation will be $167,146. MG:j Submitted for City Manager's Office by: Mike Groomer Originating,Department Head: Hu�go Malanga Additional Information Contact: � FUND I ACCOUNT � .CENTER . � (to)° 1)PE39 ' 538070 0804005 6140 2&3)GC16 472039 080160520120 3) GC16 541200 080160520120 7801 Hugo Malanga , 7801 � (from) ' 4) FE71 2) PE39 � 4) GC16 � AMOUNT $77,127.00 $77,127.00 $77,127.00 CITY SECRETARY �PP.ROVED C1TY COUNCIL N OV � 1999 534260 0157150 $72,871.50' � �/ V �, 538070 0804005 $77,127.00 �dl'.�-�- (�� 541200 080160520120 $77,127.00 Clty SacrrW►r� of � City ct Fort �i►orih.'l�+uw ��touted Ordirt�lnce (Vo.(�,.�t� Adapt�d �rdi�anc� N�, ��