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Home My WebLink About025498 - Construction-Related - Contract - Maddox Engineering and Construction, Inc.�� ►, �._ � 1 l�J l�J {`, �: , . THIS CnOi FOi� �I`�Y �ECRETARY � �� flNTR�CT NO. .�J�.�`1,,� �o�c�ro�seo�t6co. � cmr �c�vu�r RENOVATION OF THE ��,"„�AG�rso� COMO COMMUNITY CENTER. E��►��bv. CITY OF FORT WORTH, TEXAS 11�'-�"��a� �vN�YY sER�i o� c�sp c� �. -o � � � � � Y � m 4 _ . y/ `� ��r woaTN.�� " C Hugo Malanga Director, Transportation and Public Works Richard Zavala Director, Parks and Community Services June1999 � � � ROB ERT S. B RADLEY, AIA ARCHITECTS � INTERIOR DESIGNERS �� n� � �F FO�cT WORM TF�CAS M 107 4��\� r • f 1 �• A�� r 1�� 1� � t I�� 1• • f A r e � 1 t� c t� , '`:'%��IQ� �� 6� �� a ��'�� •s�v"' � � � � i�J � � I�J � � �,r� � City of Forf T�o�tli, Texu.s M�yor and �oun�rl �ommunicr�tion DATE REFERENCE NUMBER LOG NAME PAGE 11 /9/99 **C_�( 7748 SOMADO 1 SUBJECT AWARD OF CONSTRUCT! N CONTRACT TO MAD OX ENGINEERING CONSTRUCTION, INC. FOR RENOVATION OF THE_COMO COMMUNITY CENTER RECOMMENDATION: It is recommended that the City Council: of 3 AND 1. Approve the transfer of $13,000 in Community Development Block Grant (CDBG) unprogrammed funds to the Como Community Center Renovation project; and 2. Authorize the City Manager to execute a contract with Maddox Engineering and Construction, Inc. in the amount of $239,500 for renovation of the Como Community Center. DISCUSSION: On April 11, 1995 (M&C G-11003), the City Council authorized the allocation of CDBG Year XXI funds in the amount of $22,000 to conduct a feasibility study. for expansion of the Como Community Center. In November 1995, the Lake Corr�o Area Council submitted a grant request for use of CDBG funds to proceed with renovation of the center. This action was taken due to the announcement by the Tarrant County Hospital District that they were relocating the Tarrant County Health Clinic housed at the center. With the proposed relocation of the clinic and the future availability of programmable space, the need for the feasibi{ity study ceased and attention was directed toward renovation of the center. On April 16, 1996 (M&C G-11449), the City Council authorized the appropriation. of $165,000 of CDBG �Year XXII funding for architectural professional services and construction. These funds were to renovate the old health clinic area into senior citizen activity space. This action increased the total project budget to $187,000. � - � In September 1996, the Parks and Community Services Department (PACSD) requested the Transportation and Public Works Department to proceed with the architecfural consultant selection �process, and on March�25, 1997 (M&C C-15960), the City Council approved award of the contract to Robert Bradley and Associates in the amount of $25,100. l�' � l `l I� L�J In August 1998, PACSD was notified of the possibility of additional CDBG funding being available for enclosing the breezeway which connects the community center with the reprogrammed area. This action would allow for additional classroom space. On December 1, 1998 (M&C G-12402), the City Council authorized the transfer of $100,000 to the Como Community Center Project. The additional funds were allocated to underwrite the increased estimated construction costs, additional architectural fees and estimated construction costs to enclose the breezeway. The project was advertised for bid in the Fort Worth Star-Teleqram on July 1 and 8, 1999. The following bids were received on July 29, 1999: ` !! J � DATE j� 11 /9/99 �� SUBJECT � � City of Fort Worth, Texas . Ma or and �oun�il �ommunicatron y REFERENCE NUMBER I LOG NAME PAGE **C-17748 80MADD 2 of 3 AWARD OF CONSTRUCTION CONTRACT TO ' MAD OX ENGINEERING AND CONSTRUCTION, INC. FOR RENOVATION OF THE COMO COMMUNITY CENTER Bidders Bid Amount Contract Duration � Maddox En4ineerina and Construction, Inc. $ 239.500 Falkenberg Construction $ 287,000 McWilliams Enterprises $ 319,250 0 Keck a'nd Company $ 396,585 Joe R. Jones Construction $ 413,211 � � � � � 120 Calendar Days 150 Calendar Days 120 Calendar Days 142 Calendar Days 130 Calendar Days It is recommended that the bid submitted by Maddox Engineering and Construction, Inc. in the amount of $239,500 be approved. The contract time is 120 calendar days. Maddox Engineering and Construction, Inc. is in compliance with the City's MNVBE Ordinance by committing to 30% M/WBE participation. The City's goal on this project is 30%. The construction budget will be as follows: Construction Contract Contingencies' PACSD Administration (1.4%) TPW Inspection/Administration (2.2%) Change Orders (5%) $ 239,500 -0- 3,353 5,269 11.975 TOTAL $ 260,097 Q The following provides the entire project budget, appropriations and expenditures to date, proposed construction budget, and estimated shortfall. � � L�J I_! I LJ � Total appropriations to date Expenditures to date Design Services (consultant) Administration Services Available prior to award of construction contract Proposed construction contract Available prior to construction Estimated construction contingencies . (administration, inspection, change orders) Shortfall $ 287,000 32,600 7,308 $ 247,092 239,500 $ 7,592 20,528 $ (12,936) I! � � DATE �11 /9/99 SU BJ ECT � � City of Fort Worth, Texas �ayor �nd �oun�rl �ommunication REFERENCE NUMBER LOG NAME PAGE **C-17748 80MADD I 3 of 3 AWARD OF CONSTRUCTION CONTRACT TO MADDOX ENGINEERING AND CONSTRUCTION, INC. FOR RENOVATION OF THE �OMO �OMMUNITY CENTER It is proposed to make up the projected shortfall with this appropriafion of $13,000 from the CDBG unprogrammed funds. This project will have an operational impact on the General Fund budget of $7,185 annually. � A comment period was held from October 7, 1999 to November 5, 1999, in accordance with 24 CFR 91.105, as an amendment to the Consolidated Action Plan adopted by the City for Fiscal Year 1999- 2000. � � � L� � � � L1 p � a �� L�i This project is located in COUNCIL DISTRICT 7. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current operating b,udget, as appropriated, of the Grants Fund. � . LW:k Submitted for City Manager's Oftice by: Libby Watson Originating Department Head: Richard Zavala Additional Information Contact: Richard Zavala I FUND I ACCOUNT I � (to) � (1) GR76 541200 6183 � (1) GR76 541200 5704 (from) I(1) GR76 539120 (1) GR76 539120 I (2) GR76 " 541200 5704 (2) GR76 541200 CENTER I AMOUNT 080206112910 $ 2,440.38 080206108170 $ 10,559.62 CITY SECRETARY Approved I1/9/99 080206112990 $ 2,440.38 080206108990 $ 10,559.62 � 080206108170 $139,500.00 080206101790 $100,000.00 � � , � LI � � ! �J � � �' � � L�J � � � L�J � � CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS DEPARTMENT ADDENDUM NO. 1 RENOVATE NEIGNBORHOOD RESOURCE DEVELOPMENT O�FICES Bid Opening Date: Juty 29,1999 The Contract Documents and Specifications for the above referenced project are hereby revised and amended as follows: . CONSTRUCTION AT COMO COMMUNITY CENTER REF. 11"x 17' Drawings #1, 2, 3 ' Interior construction consists of installation of gyp. bd. partitions, doors and frames, light fixture and HVAC diffuser relocation; patch and paint. CONSTRUCTION AT NORTHSIDE COMMUNlTY CENTER REF. 11"X17" Drawings #1, 2, 3 Interior construction consists of installation of gyp. bd. partitions, doors and frames, light fixture and HVAC diffuser relocation, paint and elecirical outlet installation. � CONSTRUCTION AT NORTH TRI-ETHNIC COMMUNITY CENTER REF. 11"x17" Drawings #1, 2, 3 ' � � Interior construction consists of instatlation of gyp. bd. partitions, doors and frames, light fixture and HVAC diffusec relocation, patch and paint. Acknowledge the receipt of this addendum on your Proposal. H. A. MALANGA, P.E. D{RECTOR OF TRANSPORTATION AND PUBL{C WORKS By: Nancy Richardson, Project Manager, Architectural Services RELEASE DATE: July 1, 1999 ,,� C� C� C] C] C7 �� C� C] CI C� C� � L'� 0 O C7 O C� • � � . ; �.. . . � � y � i �M„ � �1 � , t ^ _ � -. � ` �,, L:P,R. .n.a. ewnwc.e W , 6L ` 7tw J� 1 . �� . ':.o . ., . . � ��+ • , r� • �,� .L4�;�MA1=' -�`� /y tc� � �aai �ax� � �i■ i � ' � i t ! �� ' g � � S `•� � I ^+ .�,'�,.; - ^ .' � i _'....) ni� � - � ,,,� ,. � ,z � � ;��,,.f�� : �5�.TTLEI1�IEN , : ,, `6, � '"°'M �a�; � ' ' `� *; °"�, w ie' eir � n.K •� : v,i , '�. '' -. � . �... f.. . � ' . ��isE . r h� �.' ; ti�s'u'tf.f.: ? � �s �/ �aa� fNu. o = �� 0 wu �s� � ti. �` y s � �o� ��• ��"a � ��f•.�Cr_.F.. » �' 04' . ' �'t�p� q ��`' u�s' ' _ n.v" 6 ' • F, Ey' � _ t . ig • �..� I > Y A . . � � D��^� J • .}� � .%RW h a Fti L y. >.. 5_ MWe.. �h 1 1 I t:..'� � 1• :1f / e�f � �iC� �xu .i _ �• C 6 2 . W��.. NORTH TRI-ETHM�' COMMUNITY �,.v ��. NORTHSIDE CONIIVI lNITY CENTER ��, . a�� y*�. � = h _ 7 Y _.. 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II • d � , y 1 �� ' -H�� . • _ .. � � 1$ � � �' - . • � � �- ..:1 .:s:: �� .-M-...-- JF. . � �: --..._- .._.-.-.- .... _ :. ._-._ - � I ' -�T; :.I:. , - ��- �---�. r �1--� f ��`�� -_-_--._--- _. --. _..__.-_� _ -_�.� �I -r- _- :� ,..i . i � !l i R�P __... .... �.... , _� � , 1-�- --�-----�� --- ,,` � --_.._x. -:-:� ---=--. �P _ --_: �::-..:_... �....: __._. _:_-?.:..-� �--� I r : ip. i � � ' � � . � � ......... - -- '--` -..�__... -.�... _;__�_..-� ' - -- � �i � �. � .� .� LIMIT OF WORK- � ALTERNATE t�l �\ Cify ojFoK Worlh/ Transporlalion/Publtc Works Department NEIGHBORHOOD RESOURCE DEVELOPMENT OFFICES Como Community Center • 4900 Horne St., Fort Worth, TX Date: 7-1-99 Sheet: � p�L'� G7 C] C7� L� C] C� C! C] C� C� 1� 0 C� i� � C7 C•7 '�' caf ' 'I �SToR.! G�t55r I , .3n • �b , e I� . � ..,' �%fN. ?;' ��^i: �;. . �. . ; O -�—� . � :O =J� � •.. � (�•� .: ;�: � :� ... 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LIMIT OF WORK- � ALTERPiATE #1 :_..._. �rrr.r rsrr. - � y..• � ��, � City ojForl ff'oKh/ Transporlalion/Public Works Deparlmml i�IEIGHBORHOOD RESOURCE DEVELOPMEIYT OFFICES Northside Community Center 1801 Harrington, Fort Worth, TX Date: 7-1-99 Sheet: � C� �-C�"�-- C�--- C�- L�'J--Q- -� C] Cf ( �is�rY� � I � , . �R• � ' • ( -�— . l IS'� �� I—.J 4---1t � ' I �� I I� . � ; w��nN� , f I ' 11x18 , , . � � � � f .. � � �� . � rf I � O �; ( �iMiT oF wo�� , , -- � � � �/lII7I/I/R' '� �,•` !1\ II//I//,//I///� . • � � �: i, ;� i . � i � f' � / � / f !��n � � � c��G� � D�r'�� I � ` � q ,�.� �� , � v,►,� �. , j _ . i , , . j �lt� 5 j �, O ,. � � .� 1 ---- � j � � ' � � �• i — � l�J��'�� f y,3„ � I • � ' (� � �� . � f ' � � t--i /_ . � v✓ � � � � � J � - t �, � _��i' A � :. � �}�W !�`f l° Bn• ��=Trr�oN oN MT�-• �1 p - �i'o Gt,l� . G��+b (1''(E%� �- r-{�. ��r� �� HF,►�i �fe� . �puu. oNi-Y) V'r� �TI�� oore ��A �} f�DI�T�-I�I n� i GJ N� I-�, GT �. lq'U� � �-O° I C� G7 C] �..� u �� '�_ i'. �.� L--tJ � �L� Ctty of FoH WorthlTrcrtsportatton axQ Publtc Works Department NETGHBORIi001) RESOURCE DEVELOPMENT OFFICES Northside Community Center 18U1 Harrington, Fort Worth, TX Dste: 6-28-99 S6eeh � o�'. 12-��t-I��`� ��1-la`��"rlOt-i oF TNL= GoMU O NEW 7�eoT�� -�'o • I'ioMt-1Ut-4�iY GEt-(�TE'K-'� �Ole G(ulY�EI..I��i /�AA`("G Fk F_X l5T I 1�1G� �� p��• C� ��77 C� C] � '�`'- L'� CJ i�, ,C� C� L� t� � C� C� C� C� ��' - . Trt � ��.� � . �3-v.�.Y �x�h-�rl�i , � 1� .. .._,� ......... .. ........__. , , r ^ �� I .- - �- - -� .�� i �� ,�_Q� — f �i . . `� � , �� Y . �di h =�' _ �, _� �� . ,r —7 r f! � �^— � � ' I �� _� � I R � � �� .- �L�_J � �� . � � • � � _ ' -- � • —�-' "1 I ( ' 1 1 . : ,� �1 �—� � � . - ' � I I . i � � � � � � 1g J ,,,� 1 � . - r�1� � ' �� "� �Y "�� , �. To r� *� _. ��.�`. . I� F,�i� El� G� p� ��#�w �v� ��P�`f ' N��'' r'� I r/�i • ' ; G�Mt� G� �� j""�� t� ��,��,,J,G /�n r I(� n ClryoJFor(Worth/TrarcsportarionartdPabfleWorksDeparrmtrt! � r-� ZX`4 � O NEIGHBORHOOD RESOURCE DEVELOPMENT OFFICES � � ��, ��}�-r�J�� NorthsideCommunityCenter ' � � � � '�, 1801 Harrington, Fort Worth, TX ,.._, — f Date: 6 28-99 Sheet: � p-��T� 2��- ��xTu�E �Na Nti�1J � 1 XTV fZE l�'��Q' D� 0 r+ ...I ; i �1a ��M. • ��• � � ;�0�:°�• : '�.% , , ' �, � '4t �;;� �'' J' _ F� Ma{; . . � 4 �S,�t �� ,'� "_ c �!at�:. s.�'b✓ :�a�+r�'�.i��ia" i"`' � � � . +�' q�L.�� ,�.in,.l� ��y�. � � j;�; � �f •� � ��y'Y,,..� G'y ": , , �! r� r '*t l , ` .c�r ��'f�� .y,�'i� `r'� �'�. � �� 3 '','=.,� ,Q�:w :i �' i � t�'•` � ` ^`'•i� � � � :�._./''•jy,s�: ,f~ ` r "' '. ,a.y',,�'� S?�} u� �t 1 YM� t�!'� i�.�' .� ,��.�.� t ��`�� '+1 , , . ;�1 : � ,��;� f t�S. ^ �ay? �II}..�� 1��I Mfi � N� n , �' 3�t+ ^'" y ?F�''�� r� �� :� � e � � r • r . , � t` '�� .��i�' � ;t:�� f+ �'� ,� . � t�''� �f�1*,��: _ � �"';�.. N�� ._- t2�� '' �t-l��tot-� o �. -t't�� wto Go�4�1MU r1 i Yi' G Et�lT�.le u pK�o.� �"t �I� P01� G-� Ui�E ��h � g1�5. .� 4 1 � iG �\{ N �W Gi`f ►� 0�� iiiii/.iiii. 1°�1�'f1'f1�7 �1`i MTL , S'�'� ph � �p GFiI Llt�f� ��1�• Pr�.) . — — — - � r1D �x t�fr+-{� '�, 1��J �D��°�. �1�M'E S( O F-I�►�W�te.� To M�T�� X�� — - - - wa�w . , � , , . i , �r . . - � � � �cp� t� � �— ! ��;� C� .� , . _� i , I �_ ( � f � �n — ,, , ` 4•-- � VJ�c I "rl t�c� � � �: CJ �X« o ��C �, � ` �-- --� o ��oE � �/ I I�- �z � .Z I � ii � � � �� i� `�+ � : - �x�-r�cxi- . �. _�� / -`1 � � .� �il � � a I uMtTor woP-� .� �� a � - I ,% ��'�u dl�l�'IGIGi f . I I�txice � ��E/ � I( , I �ro�Ez U U � �X►�e . � � --- �.._--- -� �t- � � �� 1� -- --� --=-� ' 'I I 1 , 1 �� . � i � - _' . � � �. , I �� J pk�e-ri�tl� �l.t� r�t,�4�1 — — — — — �OI�"1�� "r'�I� �TI-i`t'i I�'i %4�� = I �,o �� - Ciry ojFort Worth/ TiaaspoRarton and Publk Works Deportment NEIGHBORHOOD RESOURCE DEVELOPMENT OFFICES � � � 1 1 � � North Tri-Ethnic Community Center 2950 Roosevelt Ave., Fort Worth, TX '�} Date: 6-28-99 Sheet: f� .� .� � ;: \\ 'i � �,�., ,�1 o � ��_ �.� �� ; � `. ,I 4 ...� � � _�:£l � �� iG� . : � � . . , -- - . ; F � .; �% � � 4Yi ! i � J . � �X �T��`-7 i�_. ,-► . . � f �ac� j ' � � i , ; �` � ;� � I dF�1G� � I �: �'i X i lF� j / - I J � . � .•�1 _ � 1 ��-�-J ' � � ,''� � � � � i ,� . i; � . �. ` � I-- -1 I �� , _ . . - � - � -� �� I I . .� _ ',�_�� : -- - �: _ � - , -- ---- _---�r..-----.____ � ` � . � � � ,� r L t� ��t..�GT�n ,G�.fx. p V }� _.--------. . No►�-r�t T�i- �Y�� ►� � %4" = I '-o" � . , . C!ry ojFor! WoKh/Tiansporlat(on artd Pub(!c Workx DeparJmcrtl �• NEIGHBORHOOA RESOURCE DEVELOPMENT OFFICES" ' North Tr3-Ethnic Community Center 2950 Roosevelt Ave., Fort Worth, TX � Date: 6-2E-99 Sheet: � � �� - �--•-�--... �U� N�( FIXtU� � T�X►�Mp�trl ,� �� h}�► h U ✓�I.�( �?I �E� L� . _ __, i 1 . .� � 1�10� '. �I,�G, � T� • To I�M�k��} hh �ki�11'iNd( s�- �i �-,�Te �� hUppVY �ni Fr'W E�- . _ � ,l - � � ;� �1% � �---, Ui�� , � ,, '�� w��r;�� ; � � � -�c.� � '`._._. , �` � �� . � ' � C�� u From: (kGk� Malhaws 817-871-8488 To: L.indaTaylor �ate: 7128199 Tim�:14:39:06 � � —�i �'; � � � � � � U r�� J !J �J i� CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS DEPARTMENT ADDENDUM NO. 2 Bid Opening Date: RENOVATION OF THE COMO COMMUNITY CEIVTER Page 1 of 2 July 29,1999 (NO CHANGE) �he Mandatary Prebid Conference was held at 14:00 AM, July 13, 1999. The following contractors attended: Contractors: Tom Grywatch Tony Gomez Jan Jones Justin McWilliams Melissa Bjork Charllie Rachuig J. L. Davis Dan Rhoades Laura Durio-Maddox Femer Builders ' Falkenberg Construction Jce R. Jones Construction McWilliams Enterprises McWilliams Enterprises Meridian Commercial JLd Electrical Keck and company Maddox Engineering Construction 229-0613 214-324-4779 596-9600 595-1700 595-1700 214-696-9090 834-7759 469-6035 922-8499 237-5758 214-324-4667 596-0596 595-3993 595-3993 214-987-2899 459-1452 922-8819 "fhe Contract Documents and Spec�catians for the above referenced project are hereby revised and amended as follaws: TE�HNIGAL SPECIFICATIONS PHASING: Contractor shall complete all worlc in Ph�se 1 before starting demalition in Phase 2 to allow the operator to move activities and reduce disruption. PHASE 1: Qemo and constnaction at Clinic Area, Restrooms Men's 2�6 and Women's 207, and Covered Porch Enclosure. Areas are to be completed and a C.O. obtained for the Clinic area and restrooms before starting Phase 2. The Senior Citizens will be relocated fo the old Clinic area upon completion and there will be a possible delay in starting Phase 2 while this relocation occurs. Phase 2: Demo and construct Multi-Purpose Area , cut door opening at door #25 , and finish Porch enclosure. DRQWINGS Sheet A1.1.1 Site Plan. Clarification. Asphalt patch work to consist of removing old pavement down to sub-base, reusing and re-compacting e�asting sub-base, and install new asphalt as per specifications. Sheets A2.1, Floor Plan, and A2.4, Reflected ceiling plan. Cla�cation. Muttipurpose Room 202 is to receive a new 2�Q lay-in acoustical tile ceiling and gird. Reuse the e�asting 2x4 fluarescent light fixtures and AC grills. Sheet A2.1, Room Finish Schedule. Qmit all reference to Activiry Room 205. This room is "Muftipurpose Room 208" as shown in Sheet A2.6. Sheet A2.1, Room Finish Schedule. D �� Addendum 2 Page 1 of 2 �,l �� ` � � a � � � � a. o� 0 0 0 a 0 0 0 � a 'from: Mike IAathews 817-871-8488 To: Linda Taylor Date: 7/28l99 Time: 1t:40:11 Rooms 114 Closet and 115 Closet are along the east exterior wall of Roorn 108. Sheet A2.1, Floor Plan Delete ail reference to Altemates A and B. All work is to be in the Base Bid. Acknowiedge the receipt of this addendum on your Proposal. H. A. MALANGA, P.E. DIRECT�R �F TRANSPORTATION AND PUBLIC WORKS By: Robert Wood, RA RELEASE DATE: July 23, 1999 .� Addendum 2 Page 2 of 2 Page 2 of 2 � u � � L�J � L�l I� � u L�J � ��J J �� ' �I Ll C�� NOTICE TO BIDDERS Sealed bids for the Renovation of the Como Community Center, 49Q0 Horne Street, Fort Worth, will be received at the Purchasing Office, City of Fort Worth, 1000 Throckmorton, Fort Worth, 76102, until 1:30 P.M., July 29, 1999, and will be opened and pubticly read aloud approximately thirty minutes later in the Council Chambers. � A Mandatory Pre-Bid Conference will be held at 10:00 AM, Tuesday, July 13, 1999, at the Como Community Center. The Project consists of renovating the clinic building into an activities center, converting a covered porch area into a classroom, renovating the restrooms in the main center and other improvements to the main center. There is an MWBE Goal of 30% for this project. Contact the MWBE office (871-6104) to obtain lists of certified subcontractors and suppliers. Contractors wiff be required to post Payment and Performance Bonds and provide Contraciors General Liability and Statutory Workers Compensation Coverage. Any Contract awarded under this Notice to Bidders will be partly funded under a grant from the Department of Housing and Urban Development. Neither the Government of the United States nor any of iYs departments, agencies or employees is or will be a party to this Notice to Bidders or any resulting contract. Copies of fhe Project Manual and pfans for this project may be obtained at the Department of Engineering Plans Desk, City Hall, 1000 Throckmorton Street (Phone (817) 879-7910)in re urn for a$50 deposit for each set. For additional information the Architect, Robert s. Bradley, AIA, Architects and Interior Designers, 817-228-9135. Advertisement: July 1, 1999 July 8, 1999 NTB - I� � � � � � � � � � � ' � � � � � � � � COMO COIVIMUNITY CENTER RFNO 1/A TION TABLE OF CONTENTS NOTICE TO BIDDERS NTB-1 TABLE OF CONTENTS TOC-1 INSTRUCTIONS TO BIDDERS ITB-1 to ITB-4 SPECfAL INSTRUCTION FOR BIDDERS (M/WBE) MWBE -1 to 10 PROPOSAL P-1 to P-2 GENERAL CONDITIONS GC-1 to GC - 23 WAGE RATES WEATHER TABLE �-� TEXAS CERTIFICATE OF EXEMPTION . PROJECT DESIGNATION SIGN PDS - 1 HOUSING AND URBAN DEVELOPMENT COMPLIAf�CE GUIDE AND SPECIFICATIONS TECHNICAL SPECIFICATIONS . See next page FORM OF CONTRACT C-1 to C-2 � PERFORMANCE BOND PAYMENT BOND NOTICE OF WORKERS COMPENSATION REQUIREMENT CERTIFICATE OF INSURANCE (BY CONTRACTOR) CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW TOC-1 COMO COMMUNITY CENTER RENOVATION TABLE OF CONTENTS BIDDING REQUIREMENTS, CONTRACT FORMS, AND CONDITIONS OF THE CONTRACT City of Fort Worth Documents DIVISION 1 - GENERAL REQUIREMENTS City of Fort Worth Documents 01045 Cutting and Patching . DIVISION 2 - SITE WORK 02050 �Demolition 02200 Earthwork 02511 . Hot-Mixed Asphalt Paving DIVISION 3 - CONCRETE 03300 Cast-in Place Concrete • DIVISION 4 - MASONRY 04000 Unit Masonry DIVISION 5 - METALS 05310 Steel Deck � 05400 Cold Formed Metal Framing 05500 Metal Fabrications 05521 Pipe and Tube Railings DIVISION 6- WOOD AND PLASTICS 06400 InteriorArchitectural Woodwork DIVISION 7- THERMAL AND MOISTURE PROTECTION This Section does not apply DIVISION 8- DOORS AND WINDOWS 08100 Hollow Metal Doors 08210 Wood Doors 08520 Aluminum Windows TOC-2 � � � � � � � � I`� � � � � � � � � � � � � Q � U D � � � � � � D Q fl Q � 0 � D COMO COMMUNI TY CEIV TER REIVOVAT/ON 08710 Door Hardware 08800 Glazing DIVISION 9 - FINISHES 09250 Gypsum Board Assemblies 09300 Tile 09500 Acoustical Tile Ceilings 09650 Resilient Flooring 09680 Carpet � 09900 Painting DIVISION 10-SPECIALTIES 10160 Toilet Compartments 10400 Identifying Devices 10520 Fire Extinguishers and Cabinets 10800 Toilet and Bath Accessories DIVISION 11-EQUIPMENT 11452 Appliances DIVISION 12 - FURNISHINGS, DIVISION 13 - SPECIAL CONSTRUCTION DIVISION 14 - CONVEYING SYSTEMS, DIVISION 15 �- MECHANICAL & DIVISION 16 - ELECTRICAL - Divisions 12 -16 are not included. TOC-3 � INSTRUCTIONS TO BIDDERS '�� L�I L■ � C'�' Lw,l '� I, � '� �� Ir�J �L•l � 1. PROPOSAL REQUIREMENTS: The following requirements are considered in judging the responsiveness of a Proposal: • Use the Proposal Form provided in the Project Manual. • Entries on the Proposal Form may be handwritten or typed • Write in contract duration if not specified • Acknowledge all Addendums on the Proposal Form • Have a Principal sign the Proposal • Enclose a bid deposit of 5%. This can be in the form of a cashiers check or standard bid bond. Personal checks are not acceptable. Note Project Name on the check or bid bond Following the bid date, you have 5 City business days to prepare and submit your M/WBE Plan. Early submittal is encouraged. Be aware that if you elect to provide documentation of a Good Faith Effort you will have to accomplish each and every action in the Sqecial Instructions to Bidders, Minority and Women Business Enterprises Specifications, included in this Project Manual. In order to meet all the requirements for a Good Faith Effort you will have to start at least two weeks before the Bid date. 2. BID SECURITY: Cashier's 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. The 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 BOND: The successful bidder entering into a contract for the work witl be required to give the City surety in a sum equal to the amount of the contract awarded. The form of the bond shall be as herein provided and .the surety shall be acceptable to the City. All bonds furnished hereunder shall meet the requirements of Article 5160 of the Revised Civil Statutes of Texas, as amended. ('"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. � � � L�J' 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 City. 03/26/99 ITB - 1 L�J INSTRUCTIONS TO BIDDERS 1. PROPOSAL REQUIREMENTS: The following requirements are considered in judging the responsiveness of a Proposal: • Use the Proposal Form provided in the Project Manual. • Entries on the Proposal Form may be handwritten or typed • Write in contract duration if not speci�ed • Acknowledge alf Addendums on the Proposal Form • Have a Principal sign the Proposal • Enclose a bid deposit of 5%. This can be in the form of a cashiers checic or standard bid bond. Personal checks are not acceptabie. Note Project� yame on the check or bid bond 2. MINORITY/WOMENS BUSINESS ENTERPRISE (M/WBE) If your bid is in excess of $25,000, the MWBE Program applies, and you have five City business days following the bid date to prepare and submit your M/WBE Plan. Early submittal is encouraged. Be aware that if you elect to provide documentation of a Good Faith Effort you will have to accomplish each and every action in the Sqecial Instructions to Bidders, Minority and Women Business Enterprises Specifications, included in this Project Manual. In order to meet all the requirements for a Good Faith Effort you will have to start at least two weeks before the Bid date. The lowest responsive, responsible, bidder meeting the M/WBE requirements will be recommended for award. Information concerning participation of Minority and Women's Business Enterprises is not required for Projects less than $25,000. All purchases from M/WBE suppliers, second tier subcontractors and second tier suppliers may be included in M/WBE contribution toward meeting the goal. The Bidder shall submit the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The Documentation must be received no later than 5:00 P.M. five (5) City business days after the bid opening date. The Bidder shall obtain a receipt from the appropriate employee of the managina department to whom delivery was made. Such receipt shall be evidence that the Documentation was received by the City. Successful Bidder will be required to submit co-signed letters of intent or executed agreements with all M/WBE subcontractors and suppliers prior to receiving a Notice to Proceed. 3. BID SECURITY: Cashier's 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. The 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. 4. PAYMENT BOND AND PERFORMANCE BOND: For projects in excess of $25,000, the successful bidder entering into a contract for the work will be required to give the City surety in a � ��J � �� I� !.sJ � � � � l�J � � l�' L!1 � L!'J ITB - 1 . a 6/4i99 � � L�J sum equal to the amount of the contract awarded. The form of the bond shall be as herein provided and the surety shall be acceptable to the City. All bonds furnished hereunder shaii meet the requirements of Article 5160 of the Revised Civil Statutes of Texas, as amended. 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. � �� LJ ��,I L�J � L�J L�1 � � L�J � 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 City. 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 o� the contract, solely for the protection of all claimants supplying labor and materials in the prosecution of the work. If the contract amount is in excess of $100,000, a Performance Bond shall also be provided, in the amount of the contract, conditioned on the faithful performance of the work in accordance with the plans, specification, and contract documents. Said bond shall be solely for the protection of the Cit�� of Fort Worth. � 5. 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). The limit of a bond written by any one acceptable company shall not exceed the amount shown on the Treasury list for that company. Alternate ratings are discussed in the General Conditions. Surety must be admitted to do business in the State and have capital and surplus equal to ten times the limit of the bond. 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. The Owner will not accept sureties which are at the time in default or delinquent on any bonds or which are interested in any litigation against the owner. All bonds shall be made on the forms furnished by the Owner, and shall be executed by an approved surety company doing business in the City of Fort Worth, Texas, and which is acceptable to the owner. Both the Contractor and Surety Company shall properly execute each bond. � 6. 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 n work to be performed and materials and equipment required. The filing of a bid by the bidder shall � f be considered evidence that he has complied with these requirements. � 6/4i99 ITB - 2 � 7. AMBIGUITY: In case of ambiguity or lack of clearness in stating prices in the proposal, the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the proposal. 8. WAGE RATES: Not less than the prevailing wage rates set forth in Contract Documents, must be paid on this project. 9. POST BID - PREAWARD SUBMITTALS: Bidders are required to submit the following information to the Architectural Services Section, Building Services Division, 3409 Harley Avenue, 817-871-8274, 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: MinoritylWomen's Business Documentation (for bids in excess of $25,000) Contractors Qualification Statement (AIA Form A305) Proposed Subcontractors and Suppliers 10. PROPOSED SUBCONTRACTORS: Acceptance of the bid in no way requires the City to accept the qualifications of the subcontractors. The Subcontractor lists are for use by the City in preparing recommendations for award of the contract. The Contractor must provide and use subcontractors listed unless the City agrees to allow a substitute. 11. DISCREPANCIES AND ADDENDA: Should a bidder find any discrepancies in the drawings and speci�cations, or should he be in doubt as to their meaning, he shall notify the City at once. If required, the City will then prepare a written addendum that will be available to all Bidders at the Plans Desk or place designated for distribution of Bid Documents by the Notice to Bidders. The Contractor is responsible for determining if addendums are available and for securing copies prior to submitting a proposal. Oral instructions or decisions unless confirmed by addenda will not be considered valid, legal or binding. No extras will be authorized because of failure of the contractor to include work called for in the addenda. Bidder must acknowledge addenda in the Proposal. Failure to acknowledge addenda may cause the Proposal to be ruled non-responsive. It is the Contractor's responsibilit�r to obtain Addenda and include its information in the Proposal. 12. WORKERS COMPENSATION INSURANCE: Bidders will be required to demonstrate tha# coverage is in effect at time of Award of Contract. Sample Certificate of Insurance, or other proof that Workers Compensation Insurance will be obtained, must be submitted within five working days of bid opening. 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 by this project. City of Fort Worth Building and Trade Permit fees are waived. Separate permits may 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 the Bidder proposes time, the City will evaluate the City's program needs in determining the acceptability of the proposed 1TB-3 6/4/99 � L�J L■1 contract duration. The City reserves the right to award the contract upon those terms considered by the City to be in its best interests. 16. PLAN DEPOSIT: The City will deposit plan deposit checks to its account two weeks following receipt of bids. Plans must be returned by all except the apparent low bidder prior to that time. Contractors forfeit their plan deposit after that time. 17. ADJUSTMENT OF QUANTITIES: Where unit prices and estimated quantities are used to � compute the contract amount, the 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. � 18. MANUFACTURER'S REFERENCE: Catalog, brand names, and manufacture�'s references are descriptive, not restrictive. Bids on brands of like nature and quality will be considered. For all items other than reference specifications and equivalent products listed in Q each section, a full size sample and/or detaited product descriptions must be provided to the architect within 14 calendar days after receipt of bid. � u LJ L�J L�J � � � L�J L!J LJ .. � .. � ITB - 4 6/4/99 L!.1 PROPOSAL DO NOT REMOVE FROM PROJECT MANUAL TO BOB TERRELL 'MANAGER ;OF FORT WORTH, TEXAS FOR: RENOV ION OF THE COMO COMMUNITY CENTER 4900 HOR STREET Pursuant to the foregoi "Notice to Bidders," the undersigned has oroughly examined the plans, specifications and site, understands the amount of wor to be done, and hereby proposes to do all the work d furnish all labor, equipment and aterials necessary to fully complete all the work as provid in the plans and specifications, nd subject to the inspection and approval of the Director of Tra ortatiori and Public Works of he City of Fort Worth. Upon acceptance of this Proposal by t City Council, the bid r is bound to execute a contract and, if the contract amount exceeds $,000.00, furnish erformance and Payment Bonds approved by the City of Fort Worth for perfo ing and compl ting the Work within the time stated and for the following sum, to wit: DESCRIPTION OF ITEMS BID SUMS WRITTEN IN WORDS Renovation of the Como Community Center project Total Bid: The undersigned agrees to complete the Wor within Nqtice to Proceed. calendar days after the date of The City reserves the right to accept r reject any and all b s or any combination thereof proposed for the above work. The undersigned assures that its ployees and applicants for e loyment and those of any labor organization, subcontracto or employment agency in eit r furnishing or referring employee applicants to the und signed are not discriminated against s prohibited by the terms of City Ordinance 7278 as a ended by City Ordinance 7400 (Fort orth City Code Section 13A-21 through 13A-29). Residency of Bidders: T 1985 Session of the Texas Legislature passed ouse Bill 620 relative to the award of contract to non-resident bidders. The law provides that, in rder to be awarded a contract as low bidder non-resident bidders (out of state contractors whos corporate offices or principal place of bu ness are outside of the State of Texas) that bid proje ts for construction, improvements, sup ies or services in Texas at an amount lower than the lo est Texas resident bidder by the s e amount that Texas resident bidder would be requir d to underbid a non-resident bi er in order to obtain a comparable contract in the st te in which the non-residenYs incipal place of business is located. The appropriate blanks in ection A must be filled out by a non-resident bidders in order for your bid to meet specifications. he failure of out of state or on-resident bidders Failure to complete the forms may disqu ify that bidder. Resident b' ders must check the box in Section B. P-1 PROPOSAL DO NOT REMOVE FROM PROJECT MANUAL T0: MR. BOB TERRELL CITY MANAGER CITY OF FORT WORTH, TEXAS FOR: RENOVATION OF THE COMO COMMUNITY CENTER 4900 HORNE STREET Pursuant to the foregoing "Notice to Bidders," the undersigned has thoroughly examined the plans, specifications and the site, understands the amount of work to be done, and hereby proposes to do all the work and furnish all labor, equipment and materials necessary to fully complete all the work as provided in the plans 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 Ciry Council, the bidder is bound to execute a contract and, if the contract amount exceeds $25,000.00, furnish Performance 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: DESCRIPTION OF ITEMS BID SUMS WRITTEN IN WORDS i It�•. _ t-`i;:.,,��,--� -� t�..��.-� --` ��'�;v;_ i4-r�,,,^ �tvi r i�:';,_ �-1 �:�;; ��-�-i-� �-,E_:t�,-.-s-'�Y'-=-� Renovation of the Como Community Center, total project • Total B id: � �=� � � �'�`" - � U ;,i �J � The undersigned agrees to complete the Work within � ZC� calendar days after the date of Notice to Proceed. 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 either furnishing or 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 City Code Section 13A-21 through 13A-29). Residency of Bidders: The 1985 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 principal place of business a�e outside of the State of Texas) that bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the 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 non-residenYs principal place of business is located. The appropriate blanks in Section A must be filled out by all 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 � �� a I� � � I_I Non-resident vendors in (give state), our principal place of business, are required to be percent lower than resident bidders by state law. ' �_� Non-resident vendors in (give state), are not required to underbid resident bidders. �,kj� 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 Dollars ($ ) is to become the property 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. � � u � '� I� 0 LJ � l■J � � MINORITY/WOMENS BUSINESS ENTERPRISE (M/WBE): • t am aware that I must submit information the Director, Transportation and Public Works, concerning the M/WBE participation within FIVE BUSINESS DAYS of submittal of this Proposal in order to be RESPONSIVE. Respectfully submitted, �,��.� �t�i ��-�� Company Na By: � . / i Signature / ��±D ��'�`T�,v��J� �r�`�,► 7�r�`t�.a. i _� � �S i 'i��i�i f Printed Name of Principal � � Title � Address: � � ��- t," 1 ��—�� Street ��' �N otZ- -�t-T ��-��6 `� [� i C17 c�ty Phone: � 1� � � �� • Fax: ��ti�' �p�� Gj Receipt is acknowledged of the following addenda: Addendum No. 1: ✓ Addendum No. 3: Addendum No. 2:� Addendum No. 4: P-2 � �� FROM : tN�DDO�;_Ei �GRNG a� CONS � I NC. FHrNE N0. : 817 �� E��1a S�F•. 2:� ��99 1 i: 3�Rr1 F2 ! 4 � � � � � � � 0 � 0 � � � � � �J AiTACFi?A�NT �i2 Of �4?1"t �lOt"tii �aget� �lllinority� and Women �usine�� Enterprise Specificafions MBErwee uT�uzaTto�t ��I ►J �.sw� �M _ , r.rrrj,,) i1�1�, __ S , 1 r � :' �� .�� FR1AtE COAAP Y Alr( `�- p1D AA7E '� �� ta,nrv�.� �' �*�Z,� �M�i�J��T�.'-. PR6J E pRO.tEC7 HUM9Er2 �ClTY'S!1LfW5� PNOJE�.TCOA4: �1�' � f AVIYDE Y�ft�i�l'CCAGEACIliEYEEr: rZ�^�.�� - �.S - � Failur� to cam�tete ihis tcrnn, 1c� Its entii�ty w3th =uppocting tft�cumentation, and reacived by li:e M�nagfog pep�tirn� asf ar beforr S;p� g.m, fve j5) CitX basi�►ess days nRtr �id ap�ning, cx4tasive ni b'sd op�niny date, v�rt(I resutt in the' b��ng considered �orr-�espanaive to htd speGff4catt�s»s. The untfoC&i�oted bicid�er agrees to tntar ir�to a iormai a$reement wftlf the MSE tlnd/oc WSE firms is�r wcrk tisted (dt rChedule� copdil600sed upon axecution o! A eontract rdith thc �ily af For! i'Yorth. Thc intentionat �nd.'or knew mfsrepreseetat3on �! faets Fs Qrounds for consideration of disqva:iflcat[an and wttt resutt !n ths bid beln8 constda nen.responslv� to spoei6catioms. � Company tlame. Caet�tt ld�me, Car�.lfsd Sptciiy A!! Gonte-aclir� SpecHy dt! tiem� to ba b01(8r Ainasnl Addtesa. rnd Te�iphon� N�. Scoge et�Wc�rSc ;•y Sup�tied;'1 �.� � �� C..�.A.� �'� � Q� , _.. . . . . .. .. . _ .._:�,.�`�G.p�.�'� �-pr�C-�� .. � . . _�—� .,.�,.�a,.s'� .�. .... / ,��i s�y'.�'t �i�,.��... ' �._.._. t3�� ----�---._.. --�,. __... � .... ��;��,.�. � . - -� . �,i�,� _. t �. �� _ . � ._ � 2.� ��,. . _.. �-t�'.�,� ��d �C.- Ir��rr,�1 . � � �'�.� ��.� 7c'�'�i.�, 15i � l�ilW9PT mUst be facateQ On AlI�F 9 Yttit�fij tDunty mat4:eiplace ot c�rra:�tRy dbi[tp,rssir.ess in issa n��ricel�^d�CC at 1t�0 timo af �f.l. � �('} Spsctty all oseas tn whith t�rt`N6E's are to b� utilizt� anNor 3tsms tu +x supptied: {'l 0._ A complets tIR�tA� Af Il�ms !o ba �eu�plled is +tqulrsd in atdrr lv rocelra ere�7f loward the MN4f8[�aal. . �•w(� �dcniity aaeh Y{Rr Ic�al. Tier: Mnans;hc 1�✓al c-f sutH:o�tfactlnC taei�Mr thd prtm¢� cnnt�actar.'corysutanL L�„ a d�ratt A•Y� lrOYn th� p�ime contrantor ta a:ubccnTncmr �s eonslaerra i"` tler, � pay�rseru Or a subtoainC�� ( — - _ itS supplter h eona!¢�erd Y"� ti�t. -- - �- - TH�S FORM MUBT SE ftECEIVED BY TltE MG4HJ►GING D�PARTMEN7 fiY 5:04 p.m� FIV� (51 CITY 9USll�lE$$ OAYS AFTER 81C QP�A1tNG, EJ(CLUSIVE �F THE B�b OPEt�INC OAT& Rev. 6 P�g�s t and 2 csf Attachment iq rnvst ze recs�vtd by the ManaQing Cepartmt�t MWBE-2 a � • FROt�I : h1AJD�J�_FNi�NG & CONST IP•1C. �Hsi�lE N0. : 8i� S�2 881� 5��. 5.3 1�a g•_:31r+lh r � � . � ATi RCi-INt�NY � R�3e 2 af x, Csf of Fari Wo�#F� . Minority arrd Wame€� �usines� �nterpri�e 5pecificatis��s � ' . AI�a�NYk�E i1'f E�,IZATlOhf � � f � ' Y � I -t' i � �O� �+pecl3y�H Cv�itraating SWecity j;�( Iicnes La �c 5eops vt Wosk (') Supptle�f{-} r; �r n � Gct1:r �mount s � ; 0 0 � � � a a � � D 0 G ��i`��i,lG.'—ti IL� ��}r��.�,� � f74�" ' `� � �'�`�-� i u9►�, , " 0 � � �� ( � V A � � �. i i-�- �.�-�a ��.� ; 4 _ J, _ � � �, ` �'�_ .i r_i, ►�� .. _ \'KJI�•+ ''* • j_ � � N � ..�-'�� , ��,�..�c.._,�,,,. � � � � ��r � � . q-��. �� Thr bidd�r Sutther a�rees to provido, directly tA ttse Ctty upon roquest, cacr�plete and accurate inforrnation reQardln� act„:t worSc performed by aE� subcantr�ctors� ineiudias 1V1B�(gj end/or W8�{s; arrangements submitt�d wilh this hFd Thc b{dder aiso agcee� tp attaw an �udit apolor examinatBen ot any baoY.s, r�cerds anci tiics halC �y thcir aotnpany f4aat witt su6starotiato ;he :cttsat work performpd by the MB�;s� a�dlor WB�ts} o� iisis contract. by an auLhor�e� offi�et a� cmptoy�e of tho Cityy Any itste:atianal aqdlOr knot+ving trltsreprese�ntatio;t of facts vriN b� 3routtds fot terminattrt� Che zantraz; or detta�'merlt from City woric ioC a p�riod af not iess ctx�n th:.�o (3} ysars and t�r enifldting ac9ion urss'er Federat, 5tate mr l.cacal laws eancernFng false statemants, Any taitur�e ta �compty +�vFth this c��dtaancz �ttd creaees a mae�ris! brcath o4 contract m�y resui� ir, a dete�mi�tion of �n Irresp�nsitri� oK�ror ar,d barsed tram p�ri+c�patin� in City vrock Tar a period ot time nat �ess tba�i ene {1j �raar. LL WBEs MClS7 SE CERfiiF1ED BY 7HE CtYY s�FOR� CptdTftAC7 AYtR�tD . + �' ��.��. , ,� 1�1 �i ��.t�- As�ho 'z d SiQnatu Print�d S►gnatu; e �� . f 7itte Contaci !lamc and Title (:t ditiereal) Comp�x�s:i��,..� ��:�.�-�ct��,1 i� i�l� r'�.�.. ��-�' i � Telcphonc tiusttber (sj i "r'» � . (�.�1 � �� ? � -�� _ � �__._.�,`� � - - Address ,_..., Fax Flurnbct 3 3�� -�---�=-' -1h�Qr�.�� i `�_'�� q '""' , CiryiStatslzjp �oda E?a!e T}ilS KpRM MUST $E RECEIV@0 QY T}iE MAAtAGING DEPAR7ME��T 6Y 5:D0 p.m., FtVE �5) Cl7Y �USlNE59 OAYS AfTflR 6fCl ' OP�Filt�1G, �.XCtI.lSi1dE OF Y!-SE 6Sp OPfN111,P.s QATE Rev. WS/90 Pagos 1 and 2 0! Attachme�t tA nwsi bn reteivsd by thc &?anagfn� tlEpartment MWBE-3 ,, � .� � I� .� Corszpaqy itame, CortlacR Nam�, C•rufi.d /•ddfess. and 7elephvne Nn. ; � v �� . �' � i;�l IJ � 1�J l!J � � LJ u L�J � I� u r � l�.l � LJ LJ City of Forf Worih, Texas Transportation/Public Works Department Building Services Division/Arehitectural Services Secfion GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. SECTION A DEFINITIONS, PROCEDURES AND INTERPRETATIONS A-1 CONTRACT DOCUMENTS. By the term Contract Documents is meant all of the written and drawn documents setting forth or affecting the rights of the parties, including but not necessarily limited to, the Contract, Notice to Bidders, Proposal, General Conditions, Special Conditions, Specifications, Pians, Bonds and all Addenda, Amendments signed by all parties, Change Orders, written Interpretations and any written Field Order for a minor change in the Work. A-2 ENTIRE AGREEMENT. The Contract Documents represent the entire agreement between the Parties, and no prior or contemporaneous, oral or written agreements, instruments or negotiations shall be construed as altering the terms and effects of the Contract Documents. After being executed, the Contract Documents can be changed only by a written Amendment signed by the Contractor and the Owner, or Change Order, or by a written Field Order for a minor change. A-3 WORK. By the term Work is meant all labor, supervision, materials and equipment necessary to be used or incorporated in order to produce the construction required by Contract Documents. A-4 EXECUTION OF THE CONTRACT DOCUMENTS. The Contract Documents shall be executed in six originals by the Contractor and the Owner in such form as may be prescribed by law. . A-5 FAMILIARITY WITH PROPOSED WORK. Before filing a bid, the bidder shall examine carefully the proposal, plans, specifications, special provisions, and the form of contract to be entered into for the work contemplated. He shall examine the site of work and satisfy himself as to the conditions that will be encountered relating to the character, quality and quantity of work to be performed and materials to be fumished. The filing of a bid by the bidder shall be considered evidence that he has complied with these requirements and has accepted the site as suitable for the work. Claims for additional compensation due to variations between conditions actually encountered in construction and as indicated by the plans will not be allowed. A-6 ONE UNIFIED CONTRACT. Insofar as possible, the Contract Documents will be bound together and executed as a single unified Contract, the intention of the Contract Documents being to provide for all labor, supervision, materials, equipment and other items necessary for the proper execution and completion of the Work. Words that have well recognized technical or trade meanings are used herein in accordance with such recognized meanings. A-7 DIVISION OF WORK. The arrangement of Drawings and/or Specifications into Divisions, Sections, Articles, or other Subdivisions shall not be binding upon the contractor in dividing the work among Subcontractors or Trades. A-8 INTERPRETATIONS. The Architect will furnish such Interpretations of the Plans and Specifications as may be GC-1 necessary for the proper execution or progress of the work. Such Interpretations shall be furnished at the instance of the Architect or at the request of the Contractor, or Owner, and will be issued with reasonable promptness and at such times and in accordance with such schedule as may be agreed upon. Such Interpretations shall be consistent with the purposes and intent of the Plans and Specifications and may be effected by Field Order. In the event of any dispute between any of the parties to the Contract and the Architect or each other involving the interpretation of the Contract Documents, the evaluation of work or materiais performed or furnished by the Architect Contractor, or any subcontractor or materialsman, or invoiving any question of fault or liability of any party, the decision of the Owner shall be final and binding. In the event of inconsistency in the contract documents, the following sequence for interpretation shall be used in order of precedence: Change Orders and/or Field Orders (by date of issuance); Addenda (by date of issuance); Drawings; Notes and dimensions on Drawings; Technical Specifications; Special Provisions; Supplementary General Conditions; General Conditions; and, Construction Contract. A-9 COPIES OF WORKING DRAWINGS AND SPECIFICATIONS. The Architect will furnish to Contractor free of charge 15 sets of working Orawings and 15 sets of Specifications. Contractor shall pay the cost of reproduction for all other copies of Drawings and 5pecifications furnished to him. All Drawings, Specifications and copies thereof furnished by the Owner of the Architect are and shali remain the property of the Owner. They are not to be used on any other project and, with the exception of one Contract set for each Party to the Contract, are to be retumed to the Owner on request at the completion of the work. A-10 MINORITY AND WOMENS BUSINESS ENTERPRISE POLICY. The City of Fort Worth has goals for the participation of disadvantaged business enterprises in City contracts. Compliance with the policies designed to meet these goals is mandatory in order to be considered a responsive bidder. The City policy and procedures to be followed in submitting bids is included. A-71 CORRELATION AND INTENT. In general, the drawings indicate dimension, locations, positions, quantities, and kinds of construction; the specifications indicate the quality and construction procedures required. Work indicated on the drawings and not specified of vice-versa, shall be furnished as though set forth in both. Work not detailed, marked or specified shall be the same as similar parts that are detailed, marked or specified. If the drawings are in conflict or conflict with the specifications the better qualiry or greater quantity or work or materials shall be estimated and shall be furnished or included. Dimensions on drawings shall take precedence over small-scale drawings. Drawings showing locations of equipment, piping, ductwork, electrical apparatus, etc., are diagrammatic and job conditions may not allow installation in the exact location shown. Relocation shall not occur without the Architects approval. SECTION B IDENTITY OF ARCHITECT 6/4/99 � � 8-1 CONTRACT ADMINISTRATION. Where the term "Architect" is used in the "General Conditions of the Contract for Construction",� it shall refer to the Director, Transportation and Public Works or his designated Project Manager. The Director, Transportation will designate a Project Manager and Construction Manager to administer this contract and perform the functions of the "Architect" as indicated in the General Conditions. The design architect may also be designated to perform the duties of "Architect". B-2 TERMINATION AND SUSPENSION OF WORK: The Owner has the right to terminate the Project for any reason. If the project is terminated, 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 except as may be necessary for the completion of the work not terminated. c) Terminate all orders and subcontracts to the extent that they relate to the performance of the work terminated by the notice of termination. After termination as above, the City will pay the contractor a proportionate part of the contract price based on the work completed; provided, however, that the amount of payment on termination shall not exceed the total contract price as reduced by the portion thereof allocatable to the work not completed and further reduced by the amount of payments, if, any otherwise made. Contractor shall submit its claim for amounts due after termination as provided in this paragraph within 30 days after receipt of such claim. In the event of any dispute or controversy as to the propriety or allowability of all or any portion of such claim under this paragraph, such dispute or controversy shall be resolved and be decided by the City Council of the City of Fort Worth, and the decision by the City Council of the City of Fort Worth shall be final and binding upon all parties to this contract B-3 DUTIES OF THE ARCHITECT As used herein, the term Architect means the Architect or his authorized representative. Nothing contained in these Contract Documents shall create any privity of Contract between the Architect and the Contractor. B-4 ARCHITECT AS REPRESENTATIVE OF THE OWNER The Architect will provide general administration of the Contract on behalf of the Owner and will have authoriry to act as the representative of the Owner to the extent provided in the Contract Documents unless changed in writing by the Owner. The Architect will be available for conferences and consultations with the Owner or the Contractor at all reasonable times. B-5 ACCESS TO JOB SITES. The Architect shall at all times have access to the Work whenever it is in preparation and progress. The Contractor shaii provide facilities for such access so the Architect may perform its assigned functions under the Contract Documents. The Architect will make periodic visits to the Site to familiarize himself with the progress and quality of the work and to determine if the work is proceeding in accordance with the Contract documents. On the basis of on-site observations, the Architect will keep the Owner informed of the progress of the Work and will endeavor to guard the Owner against defects and deficiencies in the Work of the Contractor. Based upon such observations and the Contractor's applications for payments, the Architect will make determinations and recommendations 6/4/99 GC-2 concerning the amounts owing to the Contractor and will issue certificates for payment amounts. B-6 INTERPRETATIONS. The Architect will be, in the first instance, the interpreter of the requirements of the Plans and Specifications and the judge of the performance thereunder by the Contractor, subject to the final decision of the Owner. The ArchitecYs decisions in matters relating to artistic effect will be final if consistent with the intent of the Contract Documents. B-7 AUTHORIT'Y TO STOP WORK. The Architect will have authority to reject work that does not conform to the Plans and Specifications. In addition, whenever, in its reasonable opinion, the Architect considers it necessary or advisable in order to insure the 'proper realization of the intent of the Plans and Specifications, the Architect wili have authority to require the Contractor to stop the Work or any portion thereof, or to require special inspection or testing of the Work whether or not such Work be then fabricated, installed or compieted. B-8 MISCELLANEOUS DUTIES OF ARCHITECT Shoo Drawinas. The Architect will review Shop Drawings and Samples as provided in Section D. Two copies of each approved Shop Drawing and submittal will be provided to the Owner by the Architect. Chanae Orders. Change Orders and Field Orders for Minor Changes in the Work will �be issued by the Owner through the Architect in accordance with the provisions of Section L. Guarantees. The Architect will receive on behaif of the Owner all written guarantees and related documents required of the Contractor. Upon completion of the project the Contractor shali provide the Architect five copies of each guarantee. The Architect will provide three copies of each guarantee to the Owner. Insoections. The Architect will conduct inspections for the purpose of determining and making his recommendations concerning the dates of substantial completion and finai completion. Ooeration and Maintenance Manuals. The Architect will receive on behalf of the Owner, six copies of all applicable equipment installation, operation, and maintenance brochures and manuais required of the Contractor. The Architect will provide three copies of this information to the Owner. B-9 TERMINATION OF THE ARCHITECT. In case of the termination of the employment of the Architect by the Owner, the Owner shall either assume the duties of the Architect through the Director of the Department of Transportation and Public Works, or shall appoint a successor Architect against whom the Contractor makes no reasonabie objection. SECTION C OWNER C-1 IDENTIFICATION. By the term Owner is meant the City of Fort Worth acting herein by its duly authorized representatives in the manner provided by law. Authorized representatives include the City Manager, Assistant City Manager, the Director and of Transportation and Public Works Department and members of the Building Services Division. Generaily speaking a designated representative will be identified from within the Building Services Division to act as a point of contact for day to day contract administration. LJ L�J LJ � I+1 � � �J '[ �J � �� ' � � � � L!�J � � � � � � � � Q Q � � � � � � � � � � C-2 DUTIES OF THE OWNER. The Owner shall furnish surveys describing the physical characteristics, legal limits and utility locations for the site of the Work; provided, however, that the Contractor hereby covenants that he has inspected the premises and familiarized himself therewith and that the locations of utilities and other obstacles to the prosecution of the Work as shown on the Owners survey are for information only, are not binding upon the Owner, and the Owner shall not incur any liability for loss or damage by virtue of any inaccuracies or deficiencies in such surveys. The Owner shall secure and pay for tiUe to the site and ali necessary permanent or construction easements. The Owner will cooperate with the Contractor in the prosecution of the Work in such manner and to such extent as may be reasonable and shall furnish information under its control with reasonable promptness at the request of the Contractor. C-3 INSTRUCTIONS. The Owner shall issue ail instructions to the Contractor through the Architect. C-4 ACCESS TO JOB SITE. The Owner shall at all times have access to the Work whenever it is in preparation and progress. The Contractor shall provide facilities for such access so the Owner may perform its assigned functions under the Contract Documents. C-5 PROGRESS INSPECTIONS. The Owner and the Architect will make visits to the Site to familiarize themselves with the progress and quality of the Work and to determine if the work is proceeding in accordance with the Contract documents. On the basis of on-site observations and reports provided by the Architect concerning the progress and quality of the work, the Ouvner will approve and authorize the Contractor's applications for payments. C-6 AUTHORITY TO STOP WORK. The Owner wili have authority to reflect work that does not conform to the Plans and Specifica6ons. Whenever, in its reasonable opinion, the Owner considers it necessary or advisable in order to insure the proper realization of the intent of the Plans and Specifications, the Owner will have authority to require the Contractor to stop the work or any portion thereof, or to require the Contractor to stop the Work or any portion thereof, or to require special inspection or testing of the Work whether or not such Work be then fabricated, installed or completed. C-7 SUBSTANTIAL COMPLETION INSPECTION. Upon agreement of the Contractor and Architect that the Work is substantially complete, the Owner wiil schedule a Substantial Completion Inspection to be conducted by the Architect and attended by representatives of the Architect, Owner and Contractor. Items identified during this inspection as being incomplete, defective or deficient shall be incorporated into a punch list to be prepared by the Architect and attached to the AIA document G704, which is to be prepared and signed by the Contractor, and accepted, approved and signed by the Owner. C-8 RIGHT TO AUDIT: Contractor agrees that the City shall, until the expiration of three years after final payment under this contract, have access to and the right to examine any directly pertinent books, documents, papers and records of the contractor involving transactions relating to this contract. Contractor further agrees to include in all his subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three years after final 6/4I99 GC-3 payment under the subcontract, have access to and the right to examine any direcUy pertinent books, documents, papers and records of such subcontractor, invoiving 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 city agrees to reimburse Contractor for the costs of copies at the rate published in the Texas Administrative Code. SECTION D CONTRACTOR D-1 IDENTIFICATION. The Contractor is the person or organization identified as such in the Contract. The term Contractor means the Contractor or his authorized representative. D-2 INDEPENDENT CONTRACTOR. Contractor shali perform all work and services hereunder as an independent contractor, not as an officer, agent, or employee of the City. Contractor shall have exciusive control of and the exclusive right to control the details of the work and services performed hereunder, and all persons performing same, and Contractor shali 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. D-3 SUBLETTING: It is further agreed that the performance of this Contract, either in whole or in part, shall not be sublet or assigned to anyone else by said Contractor without the written consent of the Director of Transportation and Public Works of the City of Fort Worth. D-4 REVIEW OF CONTRACT DOCUMENTS. The Contractor shall carefully study and compare the Agreement, Conditions of the Contract, Drawings, Specifications, Addenda and modifications and shall at once report to the Owner and to the Architect any error, inconsistency or omission he may. discover. The Contractor shall do no work without Drawings, Specifications and interpretations. D-5 SUPERVISION. The Contractor shall supervise and direct the Work, using his best skill and attention. He shall be solely responsible for all construction means, methods, techniques, sequences and procedures and for coordinating afl portions of the Work under the Contract Documents. D-6 LABOR AND MATERIALS. Untess otherwise specifically noted, the Contractor shall provide and pay for all labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation and other facilities and services necessary for the proper execution and completion of the Work. The successful low bidder will use its reasonable best efforts to hire local laborers, workmen and materialmen. The general condition is not to be constructed as limiting the right of any bidder to employee laborers, workmen or materialmen from outside local area. The Contractor shall at all times enforce strict discipline and good order among his empioyees, and shall not employ on the Work any unfit person or anyone not skilled in the task assigned to him. � D-7 PREVAILING WAGE RATE. The Contractor agrees to pay not less than the general prevailing rate of per diem wages for Work of a similar character in the locality in which the Work is performed, and not less than the general prevailing wage of per diem wages for a legal holiday and overtime work to all laborers, workmen and mechanics employed on the Work under this Contract. The Contractor agrees to pay at least the minimum wage per hour for ali labor as the same is classified and set out by the City of Fort Worth, Texas, a copy of which is attached hereto and made a part hereof the same as if it `were copies verbatim herein. D-8 WARRANTY. The Contractor warcants to the Owner and the Architect that all materials and equipment furnished under this Contract wiil be new unless otherwise specified, and that all work wiil be of good quality, free from faults and defects, and in conformance with the Contract Documents. All work not so conforming to these standards may be considered defective. If required by the Architect or the Owner, the Contractor shall fumish satisfactory evidence as to the kind and quality of materials and equipment. The warranty provided in this Section shall be in addition to and not in fimitation of any other warranty or remedy provided by law or the Contract Documents. D-9 TAXES. The Contractor is exempt from State Sales Tax on material incorporated into the finished construction, Excise and Use Tax. D-10 LICENSES. NOTICES AND FEES. The Contractor shall obtain all Permits, Licenses, Certificates, and Inspec6ons, whether permanent or temporary, required by law or these Contract Documents. The Contractor shall give all Notices and comply with all Laws, Ordinances, Rules, Regulations and Orders of any public authority bearing on the performance of the Work. If the Contractor observes or becomes aware that bearing on the performance of the Work. If the Contractor observes or becomes aware that any of the Contract Documents are at variance therewith in any respect, he shall promptly notify the Architect in writing and any necessary changes will be made. If the Contractor performs any Work knowing that it is in violation of, or contrary to, any of such Laws, Statutes, Charter, Ordinances, Orders or Directives, or Regulations without furnishing Notice to the Architect, the Contractor will assume full responsibility therefor and bear all costs attributable thereto. D-11 CASH ALLOWANCES. The Contractor shall include in the Contract Sum all allowances stated in the Contract Documents. These allowances shall cover the net cost of the materials and equipment delivered and unloaded at the site, and all applicable taxes. The Contractor's handling costs on the site, labor, installa6on costs, overhead, profit and other expenses contemplated for the original allowance shall be included in the Contractor Sum and not in the allowance. The Contractor shall cause the Work covered by these allowances to be performed for such amounts and by such persons as the Architect may direct, but he will not be required to employ persons against whom he makes a reasonable objection. If the cost, when determined, is more than or less than the allowance, the Contract Sum shall be adjusted accordingly by Change Order which will include additional handling costs on the site, labor, installation costs, field overhead, profit and other direct expenses resulting to the Contractor from any increase over the original allowance. 6/4/99 GC-4 D-12 SUPERINTENDENT. The Contractor shall employ a competent superintendent and necessary assistants who shall be in attendance at the Project site during the progress of the Work. The superintendent shall be satisfactory to the Contractor and the Owner. The superintendent shalt represent the Contractor and all communications given to the superintendent shail be binding as if given to the Contractor. Important communications will be confirmed in writing. Other communications will be so confirmed on written request in each case. D-13 RESPONSIBILITIES FOR EMPLOYEES AND SUB- CONTRACTORS. The Contractor shall be responsible to the Owner for the acts and omissions of ail his employees and ali Sub-contractors, their agents and employees, and all other persons performing any of the Work under a contract with the Contractor. D-14 FAILURE TO COMMENCE WORK: Should the Contractor faii 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 specifications made a part hereof, the Contractor and/or its Surety shall pay said City on demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said excess cost. D-15 PROGRESS SCHEDULE. The Contractor, immediately after being awarded the contract, shall prepare and submit for the Architect's approval, an estimated progress schedule for the Work. The progress schedule shall be related to the entire Project. This schedule shall indicate the dates for the starting and completion of the various states of construction and shall be revised as required by the conditions of the Work, subject to the ArchitecYs approval. It shall also indicate the dates for submission and approval of shop drawings and submittals as well as the delivery schedule for major pieces of equipment and/or materials. The progress schedule shall be updated at least monthly by the contractor and submitted to the Architect for approval with the Contractor's monthly progress payment requests. D-16 DRAWINGS AND SPECIFICATIONS AT THE SITE. The Contractor shall maintain at the site for the Owner one copy of all Drawings, Specifications, Addenda, approved Shop Drawings, Change Orders, and other Changes and Amendmenis in good order and marked to record all changes made during construction. These shall also be available to the Architect. The Drawings, marked to record all changes made during construction, shall be delivered to the Architect upon completion of the Work, and the Architect will prepare, and provide to the Owner, one complete set of reproducible record drawings of the work. D-17 SHOP DRAWINGS AND SAMPLES. Shop Drawings are drawings, diagrams, illustrations, schedules, performance charts, brochures and other data which are prepared by the Contractor or any Subcontractor, manufacturer, supplier or distributor, and which illustrate some portion of the Work. L!� LJ 1 �J 1,1; l �J � L�.1 � L*J LJ � � � L�J � � [ �J � � D � � � � � � � � � � � � W � � � � Samples are physical examples furnished by the Contractor to illustrate materiais, equipment or workmanship, and to establish standards by which the Work will be judged. The Contractor shall review, stamp with his approval and submit, with reasonable promptness and in orderly sequence so as to cause no delay in the Work or in the work of any other contractor, normally within the first 90 days of the work, six copies of all shop Drawings and Samples required by the Contract Documents or subsequently by the Architect as covered by changes or amendments. Shop Drawings and Samples shall be properly identified as specified, or as the Architect may require. At the time of submission the Contractor shail inform the Architect in writing of any deviation in the Shop Drawings or Samples from the requirements of the Contract Documents. By approving and submitting Shop Drawings and Samples, the Contractor thereby represents that he has determined and verified all field measurements, field construction criteria, materiais, catalog numbers and similar data, and that he has checked and coordinated each shop drawing given in the Contract Documents. The ArchitecYs approval of a separate item shali not indicate approval of an assembiy in which the item functions. The Architect will review and approve Shop Drawings and Samples with reasonable promptness so as to cause no delay, but only for conformance with the design concept of the Project and with the information given in the Contract Documents. The ArchitecYs approval of a separate item shali not indicate approval of an assembly in which the item functions. The Contractor shall make any corrections required by the Architect and shall resubmit the required number of corrected copies of Shop Drawings or new Samples until approved. The Contra�tor shall direct specific attenGon in writing or on resubmitted Shop Drawings to revisions other than the corrections requested by the Architect on previous submissions. The ArchitecYs approval of Shop Drawings or Samples shall not relieve the Contractor of responsibility for any deviation from the requirements of the Contract Documents uniess the Contractor has informed the Architect in writing of such deviation at the time of submission and the Architect has given written approval to the specific deviation as authorized in Paragraph A-2, Architect's approval shall not relieve the Contractor from responsibility for errors or omissions in the Shop Drawings or Samples. No portion of the Work requiring a Shop Drawing or Sample submission shall be commenced until the Architect has approved the submittal. Ail such portions of the Work shall be in accordance with approved Shop Drawings and Samples. D-18 SITE USE. The Contractor shall confine operations at the site to areas permitted by law, ordinances, permits and the Contract Documents and shall not unreasonably encumber the site with any materials or equipment. Untii acceptance of the work by the Ciry Council of the City of Fort Worth, the enGre site of the Work shall be under the exclusive control, care and responsibility of the Contractor. Contractor shall take every precaution against injury or damage to persons or property by the action of the elements or from any other cause whatsoever. The Contractor shali rebuild, repair, restore and make good at his own expenses all injuries or damages to any portions of the Work occasioned by any of the above, caused before acceptance. D-19 SAFE WORK PRACTICES. The Contractor shall employ safe practices in haniiling materials and equipment used 6/4/99 GC-5 in performing required work so as to insure the safety of his workmen, City employees and the public. The Contractor shall keep the premise free at all times from accumulation of waste materials or rubbish. At the completion of the work, the Contractor shall remove all his wastes and rubbish from and about the work area, as well as his tools, equipment and surplus materials and shall leave the area as clean and free of spot, stains, etc., as before the work was undertaken. D-20 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 the Project Superintendent with a pager and provide 24-hour contacts to the City. D-21 CUTTING AND PATCHING OF WORK. The Contractor shall do all cutting, fitting or patching of his Work that may required to make its several parts fit together properly, and shail not endanger any Work by cutting, excavating or otherwise aitering the Wo�k or any pa�t of it. D-22 CLEAN UP. The Contractor at all times shall keep the premises free from accumulation of waste materials or rubbish. At the completion of the Work he shall remove afl his waste materials and rubbish from and about the Project as well as all his tools, construction equipment, machinery and surplus materials, and shall clean.all glass surfaces and Ieave the Work "Broom-clean" or its equivalent, except at otherwise specified. In addition to removal of rubbish and leaving the buildings "broom- clean", Contractor shall clean all glass, replace any broken glass, remove stains, spots, marks and dirt from decorated work, clean hardware, remove paint spots and smears from all surfaces, clean fixtures and wash all concrete, tile and terrazzo floors. If the Contractor fails to clean up, the Owner may do so, and the cost thereof shall be charged to the Contractor. D-23 COMMUNICATIONS. As a general rule, the Contractor shall forward all communications to the Owner through the Architect, and in all other instances the Contractor shall furnish the Architect a copy of any communication sent directly to the Owner. SECTION E SUBCONTRACTORS E-1 DEFINITION. A Subcontractor is a person or organization who has a direct contract with the Contractor to perform any of the Work at the site. The term Subcontractor is referred to throughout the Contract Documents as if singular in number and masculine in gender and means a Subcontractor or his authorized representative. Nothing contained in the Contract, Documents shall create any contractual relation between the Owner and the Architect and any subcontractor or any of his sub-subcontractors or materialmen. E-2 AWARD OF SUBCONTRACTS. The bidder shall fumish a list of the names of the subcontractors or other persons or organizations (inciuding those who are to fumish materials or equipment fabricated to a special design) proposed for such portions of the Work as may be designated in the bidding requir�ments, or if none is so designated in the bidding requirements, the names of the Subcontractors proposed for the principat' portions of the Work. Prior to the award of the Contract, the Architect shali notify the successful bidder in writing if either the Owner or Architect, after due investigation, has reasonable objection to any person or organization on such list. Failure of the LR.J Owner and Architect to make an objec6on to any person or organization on the list prior to the award of this Contract shall not constitute acceptance of such person or organization. If, prior to the award of the Contract, the Owner or Architect has an objective to any person or organization on such list, and refuses to accept such person or organization, the apparent low bidder may, prior to the award, withdraw his bid without forfeiture of bid security. If such bidder submits an acceptable substitute, the Owner may, at its discretion, accept the bid or he may disqualify the bid. If, after the award, the Owner or Architect objects in writing to any person or organization on such list,• the Contractor shall provide an acceptable substitute. The Contractor shali not make any substitution for any Subcontractor or person or organization that has been accepted by the Owner and the Architect, unless the substitution is also acceptable to the Owner and the Architect. E-3 TERMS OF SUBCONTRACTS. All work performed for the Contractor by a Subcontractor shall be pursuant to an appropriate agreement between the Contractor and the Subcontractor (and where appropriate between Subcontractors and Sub-subcontractors) which shall contain provisions that: 1. preserve and protect the rights of the Owner and the Architect under the Contract with respect to the Work to be performed under the subcontract so that the subcontracting thereof will not prejudice such rights; 2. require that such Work be performed in accordance with the requirements of the Contract Documents; 3. require submission to the Contractor of applications for payment under each subcontract to which the Contractor is a party, in reasonable time to enable the Contractor to apply for payment; , 4. require that all claims for additional costs, extensions of 6me, damages for delays or otherwise with respect to subcontracted portions of the Work shali be submitted to the Contractor (via any Subcontractor or Sub-subcontractor where appropriate) in the manner provided in the Contract Documents for like claims by the Contractor upon the Owner; 5. waive all rights the contracting parties may have against one another for damages caused by fire or other periis covered by the property insurance, except such rights, if any, as they may have to proceeds of such insurance held by the Owner, and, 6. obligate each Subcontractor specificaily to consent to the provisions of this Section All of the provisions set out in this section shall be deemed to have been inciuded in every subcontract, and every subcontract shall be so construed and applied as to the Owner and the Architect, whether or not such provisions are physically included in the sub-contract. E-4 MINORITY AND WOMENS BUSINESS ENTERPRISE M( IVVBEI. Should the base bid be less than $25.000, the requirements of this section do not apply. In accordance with City of Fort Worth Ordinance No 11923, the City of Fort Worth sets goals for the participation of minority business enterprises and women business enterprises in City contracts. Ordinance No 11923 is incorporated in these Specifications by reference. A copy of the Ordinance may be 6/4/99 GC-6 obtained from the O�ce of the Ciry Secretary. Failure to comply with the Ordinance shall be a material breach of contract. The M/WBE UTILIZATION FORM, M/WBE GOALS WAIVER FORM and GOOD FAITH EFFORT FORM, as applicable, must be submitted within five city business days after bid opening. Failure to submit the post bid information shall render the bid non-responsive. The City will consider the contractor's performance on other City Projects regarding its M/WBE program in the evaluation of bids. Failure to comply with the City's M/WBE program, or to demon- strate a"good faith effort", shail result in a bid being considered irresponsible. Upon request, Contractor must provide the City with compiete and accurate information regarding actual work performed by a Minority or Women Business Enterprise (M/WBE) on the contract and proof of payment thereof. Contractor further agrees to permit an audit and/or examination of any books, records or files in iYs possession that will substantiate the actual work performed by an M/ WBE. The misrepresentation of acts (other than a negiigent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state, or local laws or ordinances relating to false statement. Further any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result on the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three years. Contractor shall provide copies of subcontracts or cosigned letters of intent with approved M/WBE subcontractors prior to issuance of the Notice to Proceed. Contractor shall also provide monthly reports on utilization of the subcontractors to the Construction Manager. The Contractor may count first and second tier subcontractors and/or suppliers toward meeting the goals. The Contractor may count toward its goal a portion of the total dollar amount of the contract with a joint venture equal to the percentage of the M/VVBE participation in the joint venture for a clearly defined portion of the work to be performed. All subcontractors used in meeting the goals must be certified prior to the award of the Contract. Whenever a change order affects the work of an M/WBE subcontractor or supplier, the M/WBE shall be given an opportunity to perForm the work. Whenever a change order is in excess of 10% of the original contract, the M/WBE coordinator shall determine the goals applicable to the work to be performed under the change order. During the term of the contract the contractor shall: 1. Make no unjustified changes of deletions in iYs M/WBE participation commitments submitted with or subsequent to the bid, and, 2. If substantial subcontracting and/or substantial supplier opportunities arise during the term of the contract which the contractor had represented he would perform with his forces, the contractor shall notify the City before subcontracts or purchase orders are let, and shall be required to comply with modifications to goals as determined by the City, and, L! � � � � � � t.�J l �J lJ ��J � L�, L�J !.�*J � �� L!.I � � � � D � � � � U � D � � � � � � � 3. Submit a REQUEST FOR APPROVAL OF CHANGE FORM, if the contractor desires to change or delete any of the M/WBE subcontractors or suppliers. Justification for change may be granted for the following: 1. Failure of subcontractor to provide evidence of coverage by Workers' Compensa6on Insurance 2. Failure of subcontractor to provide required general liability or other insurance. 3. Failure of subcontractor to execute a standard subcontract form in the amount of the proposal used by the Contractor in preparing his M/WBE Participation plan 4. Default by the M/WBE subcontractor or supplier in the performance of the subcontract. Other reasons at the discre6on of the M/WBE Coordinator Within ten days after final payment from the City the contractor shall provide the M/WBE Office with documentation to reflect final participation of each M/WBE subcontractor and supplier used on the project. E-5 PAYMENTS TO SUBCONTRACTORS. The Contractor shall pay each Subcontractor, upon receipt of payment from the Owner, an amount equal to the percentage of completion allowed to the Contractor on account of such Subcontractors Work. The Contractor shatl also require each Subcontractor to make similar payments to his subcontractors. If the Architect refuses to issue a Certificate for Payment for any cause which is the fault of the Contractor and not the fault of a particular subcontractor, the Contractor shall pay that Subcontractor on demand, made at any time after the Certificate for Payment would otherwise have been issued, for his Work to the extent eompleted, less the retained percentage. The Contractor shali pay each Subcontractor a just share of any i�surance monies received by the Contractor, and he shall require each Subcontractor to make similar payments to his Subcontractors. The Architect may, on request and at its discretion, furnish to any Subcontractor, if practicable, information regarding percentages of completion certified to the Contractor on account of Work done by such Subcontractors. Neither the Owner nor the Architect shall have any obligation to pay or to see to the payment of any monies to any Subcontractor. SECTION F SEPARATE CONTRACTS F-1 OWNER'S RIGHT. The Owner reserves the right to award separate contracts in connection with other portions of the Work. When separate contract are awarded for other portions of the Work, "the Contracto�' in the Contract Documents in each case shall be the contractor who signs each separate contract. F-2 MUTUAL RESPONSIBILITY OF CONTRACTORS. The Contractor shall afford other contractors reasonable opportunity for the introduction and storage of their materials and equipment and the execution of their work, and shali properly connect and coordinate his work with theirs. 6/4/99 GC-7 If any part of the Contractor's Work depends for proper execution or results upon the work of any other separate contractor, the Contractor shall inspect and prompUy report to the Architect any apparent discrepancies or defects in such work that render it unsuitable for such proper execution and results. Failure of the Contractor to inspect and report shall constitute an acceptance of the other contractor's work as fit and proper to receive his Work, except as to defects which may develop in the other separate contractor's work after the execution of the Contractor's Work. Should the Contractor cause damage to the work or property of any separate contractor on the site, the Contractor shall, upon due notice, settle with such other contractor by agreement, if he will so settle. If such separate contractor sues the Owner on account of any damage alleged to have been so sustained, the Owner shall notify the Contractor who shall defend against such suit at the Contractor's expense, and if any judgment against the Owner arises therefrom, the Contractor shall pay or saUsfy such judgment and shall reimburse the Owner for all attorney's fees, court costs and expenses which the Owner has incurred in connection with such suit. F-3 CUTTING AND PATCHING UNDER SEPARATE CONTRACTS. The Contractor shali do all cutting, fitting or patching of his Work that may be required to fit it to receive or be received by the work of other contractors shown in the Contract Documents. The Contractor shall not endanger any work or any other contractors by cutting, excavating or otherwise altering any work and shall not cut or alter the work of any other contractor except with the written consent of the Architect. Any costs caused by defective or ill-timed work shall be borne by the party responsible therefor. F-4 OWNER'S RIGHT TO CLEAN UP. If a dispute arises between the separate contractors as to their responsibility for cleaning up, the Owner may clean up and charge the cost thereof to the several contractors as the Director of the Department of Transportation and Public Works shall determine to be just. SECTION G MISCELLANEOUS PROVISIONS G-1 CONFLICT OF LAWS. The law of the place where the site is located shall govern the Contract. The Contractor must familiarize himself and strictly comply with all Federal, State, and County and City Laws, Statutes, Charter, Ordinances, Regulations, or Directives controlling the action or operation of those engaged upon the work affecting the materiais used. He shall indemnify and save harmless the City and all of its officers and agents against any claim or liability arising from or based on the violation of any such Laws, Statutes, Charter, Ordinances, Regulations, or Directives, whether by himself, his employees, agents or subcontractors. G-2 GOVERNING LAWS. It is mutually agreed and understood that this agreement is made and entered into by the parties hereto with reference to the existing Charter and Ordinances of the City of Fort Worth and the laws of the State of Texas with reference to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the same. G-3 PERSONAL LIABILITY OF PUBLIC OFFICIALS, in performing their duties under the Statutes of the State of Texas and the Charter and Ordinances of the City of Fort Worth in connection with this Contract, or in exercising any of the powers granted the Owner herein, the o�cers, agents and employees of the Ciry of Fort Worth are engaged in the performance of a governmental function and shall not incur any personal liability by virtue of such performance hereunder, except for gross negligence or wiliful wrong. G� COMPLIANCE WITH LAWS. Contractor agrees the comply with all laws, Federal, state and local, including all o�dinances, rules and regulations of the City of Fort Worth, Texas. Materials incorporated into the finished Project are not subject to State Sales Tax. Contractors are responsible for obtaining construction permits from the goveming agencies. Contractor shall schedule ali code inspections with the Code Inspection Division in accordance with the permit requirements and submit a copy of updated schedule to the Construc6on manager weekly. - Building, plumbing, electrical and mechanical building permits are issued without charge. Water and sewer access fees will be paid by the City. Any other permit fees are the responsibiliry of the Contractor. G-5 INDEMNIFICATION: Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and ail ciaims or suits for property loss, property damage, personai injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or no! anv such iniurv. damaoe or death is caused. in whole or in, part. bv the nealiaence or alleaed nenliaence of Owner. its o�cers. servants. or �emnlovees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not anv such iniury or damaae is caused in whole or in oart bv fhe nealipence or alleped nealipence of Owner. its o�cers. servants or emnlovees. In the event Owner receives a written claim for damages against the Contractor or its subcontractors.prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. G-6 SUCCESSORS AND ASSIGNS. Except as provided in Paragraph E-2, this contract shall be binding upon and insure to the benefit of the parties hereto, their Successors or Assigns. Contractor shall not as'sign or sublet all or any part of this Contract or his rights or duties hereunder without the prior written consent of the Owner. Any such purported assignment or subletting without the prior written consent of Owner shall be void. G-7 WRITTEN NOTICE. Written Notice shall be deemed to have been duly served if delivered in person to the individual or member of the firm or to an officer of the corporation for whom it was intended, or if delivered at or sent by registered or certified maii to the last business address known to him who gives the notice. G-8 SURETY BONDS: Surety Bonds are required on all City contracts in excess of $25,000. The Contractor agrees, on the execution of this Contract, and before beginning work, to make, execute and deliver to said City of Fort Worth good and sufficient surery bonds for the faithful performance of the terms and stipulations of the Contract and for the payment to all Gaimants for labor and/or materials furnished in the prosecution of the work, such bonds being as provided and required in Articie 5160 of the Revised Civil Statutes of Texas, as amended, in the form inciuded 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 City of Fort Worth. Bonds shail be made on the forms fumished 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 federal statutes. To be an acceptable surety on the bond, (1) the name of the surety should be included on the current U. S. Treasury List of Acceptable Securities [Circular 570]. Any surety authorized to do business in Texas a may write performance 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 time during same, the Contractor shall immediately provide a new surety bond satisfactory to the City. G-9 OWNER'S RIGHT TO CARRY OUT THE WORK. If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents or fails to perform any provision of the Contract, the Owner may, without prejudice to any other remedy he may have, enter the site and make good such deficiencies. in such case an appropriate Change Order shali be issued deducting from the payments then or thereafter due the Contractor the cost of correcting such deficiencies, including the cost of the ArchitecYs additional services made necessary by such default, neglect or failure. if the payments then or thereafter due the Contractor are not sufficient to cover such amount, the Contract shall pay the difference to the Owner. G-10 ROYALTIES AND PATENTS. The Contractor shall pay all royalties and license fees. He shall defend all suits or claims for infringement of any patent rights and shall save the Owner harmless from loss on account thereof and shall be responsible for all such loss when a particular design, process or the � product of a particular manufacturer or manufacturers is specified; however, if the Contractor has •reason to believe that the design, process or product specified is an infringement of a patent, he shall be responsible for such loss unless he promptly gives such information to Architect. G-11 TESTS. If the Contract Documents, Laws, Ordinances, Rules, Regulations or Orders of any public authority having jurisdiction require any Work to be inspected, tested or approved, the Contractor shall give the Architect timely notice of its readiness and the date arranged so the Architect may observe such inspection, testing or approval. The Owner shall bear all GC-8 6/4/99 � � � !' �—, l I f""' la � i' t_, �� L i � L ,,1 � �, � { �� l.� � C_. � � r; �' L' !� i ., il l_a r i t� � � (_, � �� r �. � 1 Lr costs of such inspection, tests and approvais unless otherwise provided. if after the commencement of the Work, the Owner or Architect determine that any Work requires special inspection, testing or approval not included above, the Owner or the Architect, upon written authorization from the Owner, will instruct the Contractor to order such special inspection, testing or approval, and the Contractor shall give notice as • required in the preceding paragraph. If such special inspection or testing reveals a failure of the Work to comply (1) with the requirements of the Contract Documents or (2) with respect to the performance of the work, with Laws, Statutes, Charter, Ordinances, Regulations or Orders of any public authority having jurisdiction, the Contractor shall bear alt costs thereof, including the ArchitecYs additional services made necessary by such costs; otherwise the Owner shatl bear such costs, and an appropriate Change Order shall be issued. The Contractor shall secure certificate of inspection, testing or approval, and three copies will be promptly delivered by him to the Architect. The Architect will review the certificates and forward one copy of each with his recommendation(s) to the Ownef. If the Architect or Owner wish to observe the inspections, tests or approvals required by this Section, they will do so promptly and, where pracGcable, at the source of supply. Neither the observations of the Architect or the Owner in their administration of the Construction Contract, nor inspections, tests or approvals by persons other than the Contractor shali relieve the Contractor from his obligations to perform the Work in accordance with the Contract Documents. G-12 INTERRUPTION OF EXISTING UTILITIES SERVICES. The Contractor shall perform the work under this Contract with a minimum of outage time for all utilities. Interruption shall be by approved sections of the utility. In some cases, the Contractor may be required to perform the work while the existing utiliry is in service. The existing utility service may be interrupted only when approved by the Owner. When it is necessary to interrupt the existing utiiities, the Contractor shall notify the Owner in writing at least ten days in advance of the time that he desires the existing service to be interrupted. The interruption time shall be kept to a minimum. Depending upon the activities at an existing facility that requires continuous service from the existing utility, an interruption may not be subject to schedule at the time desired by the Contractor. In such cases, the interruption may have to be scheduled at a time of minimum requirements of demand for the utility. The amount of time requested by the Contractor of existing utility services shall be as approved by the Owner. G-13 LAYING OUT WORK. The Contractor shall verify dimensions and elevations indicated in layout of existing work. Discrepancies between Drawings, Specifications, and existing conditions shall be referred to Architect for adjustment before work affected is performed. Failure to make such no6fication shail place responsibility upon Contractor to carry out work in satisfactory workmanlike manner at the Contractor's sole expense. The Contractor shali be held responsible for the location and elevation of all the construction contemplated by the Construction Documents. Prior to commencing work, the Contractor shall carefully compare and check all Architectural, Structural, Mechanical an Electrical 6/4/99 GC-9 drawings; each with the other that in any affects the locations or elevation of the work to be executed by him, and should any discrepancy be found, he shall immediately report the same to the Architect for verification and adjustment. Any duplication of work made necessary by failure or neglect on his part to comply with this function shall be done at the contractors sole expense. G-14 MEASUREMENTS: Before ordering any materiai or doing any work, the Contractor shall verify all measurements at the site or at the building and shall be wholly responsible for the wrrectness of same. No extra charge or compensaGon 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. G-15 EXISTING OVERHEAD OR UNDERGROUND WORK. The Contractor shali carefully check the site where the project is to be erected and observe any existing overhead wires and equipment. Any such work shall be moved, replaced or protected, as required, whether or no shown or specified at the contractors sole expense. Attention is directed to the possible existence of pipe and other underground improvements that may or may not be shown on the Drawings. All reasonable precautions shall be taken to preserve and protect any such improvements whether or not shown on the Drawings. Location of existing underground lines, shown the Drawings are based on the best available sources, but are to be regarded as approximate only. Exercise extreme care in locating and �_ identifying these lines before excavation in adjacent areas. G-16 ALIGNMENT OF JOINTS IN FINISH MATERIALS. It . shall be the responsibility of the Contractor to make certain in the installation ofjointed floor, wall and ceiling materials that: 1. preserve, and protect the rights of the Owner and the Architect under the Contract with respect to the Work to be performed under the subcontract so that the subcontracting — thereof will not prejudice such rights; - Place joints to relate to all opening and breaks in the structure and be symmetrically placed wherever possible. This includes heating registers, light fixtures, equipment, etc. If because of the non-related sizes of the various materials and locations of openings, etc., it is not possible to accomplish the above, the Contractor shall request the Architect to determine the most satisfactory arrangement. The Contractor shall establish centerlines for all trades. G-17 INTEGRATING EXISTING WORK. The Contractor shall protect all existing street and other improvements from damages. Contractor's operations shall be confined to the immediate vicinity of the new work and shall not in any interfere with or obstruct the ingress or egress to an from existing adjacent faci�ities. Where new site work is to be connected to existing work, special l:are shall be exercised by the Contractor not to disturb or da'mage the existing work more than necessary. All damaged work shall be replaced, repaired and restored to its original condition at no cost to the Owner. work performed unless the Contractor submits evidence in writing satisfactory to the Director that: • 1) The ciaim has been settled and a release has been obtained from the claimant involved, or 2) Good faith efforts have been made to settle such out- standing ciaims, and such good faith efforts have failed. If condition (1) above is met at any time within the six month period, the Director shall recommend that the final payment to the Contractor be made. If condition (2) above is met at any time within the six-month period, the Director may recommend that the final payment to the Contractor be made. At the expiration of the six- month period the Director may recommend that final payment be made if all other work has been performed and all other 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 performed under a City contract. 1-8 LIQUIDATED DAMAGES: The deduction for liquidated damages shall be as foliows: Amount of Contract Liquidated Damages Per Day $15,000 or less $45 $15,001 to $25,000 $ 63 $25,001 to $50,000 $105 $50,001to $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 $5,000,001to $10,000,000 $840 over $10,000,000 $980 1-9 FAILURE OF PAYMENT. If, without fault on the part of the Contractor, the Architect should fail to issue any Certificate for Payment within seven days after receipt of the Contractor's Application for Payment, if the Contractor's Application for Payment, or if, without fault on the part of the Contractor, the Owner shouid fail to approve such estimate or to pay to the Contractor 90% or 95% (as applicable) of the amount thereof within the period of time specified, then the Contractor may, upon seven (7) days additional written notice to the Owner and to the Architect, stop the Work until payment of the amount owing has been received. I-10 SUBSTANTIAL COMPLETION AND FINAL PAYMENT. Prior to the request for final payment, the Contractor must meet �II provisions for Project Closeout. When the Contractor determines that the Work or a designated portion thereof acceptabie to the Owner is substantially complete, the Contractor shail prepare the submission to the Architect a list of items to be completed or corrected. The failure to include any items on such list does not atter the responsibitity of the Contractor to complete all Work in accordance with the Contract Documents. When the Architect, on the basis of an inspection, determines that the Work is substantially complete, he then will prepare a Certificate of Substantial Completion which, when approved by the Owner, shall establish the Date of Substantial Completion, shali state the responsibilities of the Owner and the Contractor for maintenance, heat, utilities, and insurance, and 6/4/99 shall fix the time within which the Contractor shall complete the items listed therein, said time to be within the Contract time unless extended. Upon receipt of written notice that the Work is ready for final inspection and acceptance and upon receipt of a final Appiication for Payment and upon receipt of a final application for payment, providing the rewrd drawings have been received by the Architect, the Architect will conduct such test and/or inspections as he deems necessary, and if in his opinion the Work has been completed in accordance with the Contract Documents, the Architect will promptly issue a final Certificate of Completion stating that to the best of his knowledge, informaUon and belief, and on the basis of his observations and inspections, the Work has been completed in accordance with the terms and conditions of the Contract Documents and that the entire balance found to be due the Contractor is due and payable. Final acceptance can be made by the City Council of the City of Fort Worth or iYs designated representative, and no other form of acceptance wiil be binding upon the Owner. Final payment and release of the retainage amount will become due within fifteen days following approval of the City Council of the City of Fort Worth in accepting the work as complete. Neither the finai payment nor the remaining retained percentage shall become due untii the Contractor submits to the Architect (1) an Affidavit (G706) that all payrolis, bilis for materiais and equipment, and other indebtedness connected with the Work for which the Owner or his property might in any way be responsible, have been paid or otherwise satisfied, (2) consent of surery (G707), if any, to final payment and, (3) (G706A) if required by the Owner, other data estabiishing payment or satisfaction of aIi such obiigations, such as receipts, releases and waivers of liens arising out of the Contract, to the extent and in such form as may be designated by the Owner. If any Subcontractor, materiatman or laborer refuses to fumish a release or waiver required by the Owner, the Contractor may, at the eiection of the Owner, furnish a bond satisfactory to the Owner to indemnify him against any right, ciaim or lien which might be asserted by such Subcontractor, materialman or laborer. If any such right, claim or lien remains unsatisfied after all payments are made. The Contractor shall refund to the Owner alt monies that the latter may be compeiled to pay to discharging such right, claim or lien, inciuding all costs and reasonable attorney's fees. The acceptance of final payment shali constitute a waiver of all claims by the Contractor except those previously made in writing and still unsettled. SECTION J I 1' PROTECTION OF PERSONS AND PROPERTY 1•�� GC-14 J-1 SAFETY PRECAUTIONS AND PROGRAMS. The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. The Contractor shall designate a responsible member of his organization at the site whose duty shall be the prevention of accidents. This person shall be the Contractor's superintendent unless otherwise designated in writing by the Contractor to the Architect. J-2 SAFETY OF PERSONS AND PROPERTY. The Contractor shall take ail reasonable precautions for the safety of, and shall provide ail reasonable protection to prevent damage, injury orioss to: � � � � � C�J � (1) all employees on the Work and all other persons who may be affected thereby; (2) all the Work and all materials and equipment to be � incorporated therein, whether in storage on or-off the site, under the care, custody or control of the Contractor or any of his Subcontractors or Sub-contractors; and � (3) other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction. !� �J L* i �� t��, Until acceptance of the Work, it shall be under the charge and care of the Contractor, and he shall take every precaution against injury or damage to the Work by the action of the elements or from any other cause whatsoever, whether arising from the execution or from the non-execution of the Work. The Contractor shall rebuild, repair, restore and make good, at his own expense, all injuries or damages to any portion of the Work occasioned by any of the above, caused before its completion and acceptance. The Contractor shall comply with all applicable Laws, Ordinances, Rules, Regulations and Orders of any public authority having jurisdiction for the safety of persons or property or to protect them from damage, injury or loss. He shall erect and maintain, as required by existing conditions and progress of the Work, all reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent uGlities. When the use or storage of explosives or other hazardous � materials or equipment is necessary for the execution of the Work, the Contractor shall exercise the utmost care and shall carry on such activities under the supervision of properly qualified personnel. � � � � � � � � � All damage or loss to any property referred to in the preceding paragraphs caused in whole or in part by the Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable, shatl be remedied by the Contractor, including damage or loss attributable to faulty Drawings or Specifications and acts or omissions of the Architect or anyone employed by him or for whose acts he may be liable, and not attributable to the fault or negligence of the Contractor or anyone claiming through the Contractor for such damage or loss. The Contractor shall not load or permit any part of the Work to be loaded so as to endanger its safety. J-3 HARD HATS. Hard Hats will be required at all construction sites included in this Contract from start to completion of work. Each Contractor, employee and visitor at any construction site included in the Contract will be required to wear a hard hat. The Contractor shall enforce the wearing of hard hats by Contractor, employees and visitors. These requirements are in addition to the Accident Prevention Clause in the General Conditions of the Contract. Contractor shall provide ten hard hats for use by the consuiting Architects and Engineers and visitors. J� EMERGENCIES. In any emergency affecting the safety of persons or property, the Contractor shall act at his discretion to prevent threatened damage, injury or loss. Any additional compensation or extension of time claimed by the Contractor on account of emergency work shall be determined as provided in Changes in the Work. 6/4/99 GC - 15 SECTION K - INSURANCE K-1 Insurance Reauired. The Contractor shall not commence work under this Contract until he has obtained ali 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-1 Insurance Reauired. 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' Comnensation Insurance: 1) General a) Contractor's Worker's Compensation Insurance. Contractor agrees to provide to the Owner (City) a certificate showing that it has obtained a policy of workers compensation insurance covering each of its employees employed on the project in compliance with state law. No Notice to Proceed will be issued until the Contractor has complied with this section. b) Subcontractor's Worker's Compensation Insurance. Contractor agrees to require each and every subcontractor who wili perform work on the project to provide to it a certificate from such subcontractor stating that the subcontractor has a policy of workers compensation insurance covering each employee employed on the project. Contractor will not permit any subcontractor to perform work on the project until such certificate has been acquired. Contractor shall provide a copy of all such certificates to the Owner (City). c) By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the City that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self-insured, with the Texas Worker's Compensation Commission's Division of Self-insurance Regulation. Providing false or misleading information may subject the contractor to administrative penalties, criminal penalties, civil penalties or other civil actions. d) The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the City to deciare the contract void if the contractor does not remedy the breach within ten days after receipt of notice of breach from the Ciry. 2) Definitions: a) Certificate of coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self- insure issued by the Texas Workers' Compensation Commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the � person's or entity's employees providing services on a project, for the duration of the project. b) Duration of the Project. Includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the City. c) Persons providing services on the project ("subcontractor" in section 406.096)-includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted direcdy with the contractor and regardless of whether that person has employees. This inciudes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner-operators, empioyees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" inciude, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other services related to a project. "Services" does not include activities unrefated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. g) The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation Commission, informing all perso�s providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. h) The contractor shall contractualiy require each person with whom it contracts to provide services on a project, to: • i) provide coverage, based on proper reporting on the classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; ii) provide to the contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; � � � 3) Requirements a) The contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services of the project, for the duration of the project. b) The Contractor must provide a certificate of coverage to the govemmental entity prior to being awarded the contract. c) If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the City showing that coverage has been extended. d) The contractor shall obtain from each person providing services on a project, and provide to the City: i) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and ii) no later than seven days after receipt by the contractor, a new certificate of coverage showing . extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. e) The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. fl The contractor shall notify the City in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. 6/4/99 . GC-16 � � � iii) provide the contractor, prior to the end of the coverage period, a new certificate of coverage � showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the pro�ect; iv) obtain from. each other person with whom it � contracts, and provide to the contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and (2) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; v) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. vi) notify the City in writing by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and vii) contractually require each person with whom it contracts, to perform as required by paragraphs h- i) - vii), with the certificates of coverage to be provided to the person for whom they are providing services. 4) Posting of Required Worker's Compensation Coverage. a) The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and staGng how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Workers Compensation Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19-point normal type, and shall be in both English and Spanish and any other language common � � � �,,.,-a LJ �� L�J ,:.'J � � L'J � � I�' � LJ to the worker population. The text for the notices shall be the following text, without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE The law requires that each person working on this site or providing services related to this construction project must be covered by worker's compensation insurance. This inciudes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee". � Call the Texas Worker's Compensation Commission at 512-440-3789 to receive information on the legal requirement for coverage, to verify whether your employer � has provided the required coverage, or to report an employer's failure to provide coverage " � � � � � � � � � � � � K-3 LIABILITY INSURANCE. The Contractor shall procure and maintain during the term of this Contract such Liability Insurance as shall protect him, the City of Fort Worth and any SubconVactor performing work covered by this Contract, from claims of damage which may arise from operations under this Contract, including blasting, when blasting is done on, or in connection with the Work of the Project, whether such operations be by himself or by any Subcontractor or by anyone directly or indirecUy employed by either of them and the limits of such insurance shall be not less than the foliowir�g: 1) 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. 2) Commercial General liability: $1,000,000 each occurrence. Coverage under the policy shalt 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. 3) Asbestos Abatement Liability Insurance: When the Project specifically requires the removal of Asbestos Containing Materials, the Contractor shall be required to maintain Asbestos Abatement Liability Insurance as follows: $1,000,000 per occuRence; $2,000,000 aggregate limit. The coverage shall include any pollution exposure, including environmental impairment liability, associated with the services and operations perFormed under this contract in addition to sudden and accidental contamination or pollution liability for gradual emissions and clean-up costs. 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. � 6/4/99 GC-17 The policy shall include coverage for materials and supplies while in transit and while being stored on or off site. If specifically required in the Instructions to Bidders, the policy shall include coverage for flood and earthquake. Different sublimits for these coverages must be approved by the City. Consequential damage due to faulty workmanship and/or design performed by the Contractor or his agents shall be covered. Upon completion of the Work, the Contractor shall notify the City of Fort Worth in writing before terminating this insurance. K-5 PROOF OF CARRIAGE OF INSURANCE. The Contractor shall provide a certificate of insurance documenting the Transportation and Public Works Department, City of Fort Worth as a"Certificate Holder", and noting the specific project(s) covered by the 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 REQUIREMENTS. 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 appiicable, shall be authorized to do business in the State of Texas, or otherwise approved by the City of Fort Worth, and such shail be acceptable to the City of Fort Worth insofar as their financial strength and solvency are concerned. Any company through which the insurance is placed must have a rating of at least A:VII, as stated in current edition of A. M. BesYs Key Rating Guide. At the City's sole discretion, a less favorable rate may be accepted by the City. 4) Deduc6ble 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 shall be notified in writing a minimum of thirty days prior to an insurer's action in the event of cancellation, non-renewal or material change in coverage regarding any policy providing insurance coverage required in this Contract. 6) Full limits of insurance 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 opera6ons pursuant to this Contract. Any failure on part of the City of Fort Worth to request such documentation shall not be construed as a waiver of insurance requirements specified herein. 8) The City of Fort Worth shall be entitled, upon request and without.incurring expense, to review the insurance policies including endorsements thereto and, at its discretion, to require proof of payment for policy premiums. 9) The City of Fort Worth shall not be responsible for paying the cost of insurance coverages required herein. L�J 10) Notice of any actual or potential claim and/or IiGgation that would affect insurance coverages required herein shall be provided to the City in a timely manner. 11) "Other insurance" as referenced in any policy of insurance providing coverages required herein shall not apply to any insurance policy or program maintained by the City of Fort Worth. 12) Contractor shall agree to either require its subcontractors to maintain the same insurance coverages and limits thereof as specified herein or such coverage on the Contractor's subcontractors shail be provided by the Contractor. SECTION L CHANGES IN THE WORK L-1 CHANGE ORDER. The Owner, without invalidating the Contract, may order Changes in the Work within the general scope of the Contract consisting of additions, deletions or other revisions, the Contract Sum and the Contract Time being adjusted accordingiy. All Such Changes in the Work shall be authorized by Change Order, and shall be executed under the applicable conditions of the Contract Documents. A Change Order is a written order to the Contractor signed by the Contractor, Owner and the Architect, issued after the execution of the Contract, authorizing a Change in the Work or adjustment in the Contract Sum or the Contract Time. The Contract Sum and the Contract Time may be changed only by Change Order. Any changes in work required due to changed or unforeseen conditions, or by request of either the Contractor or the City, shall be coordinated with the Director, Department of Transporta6on and Public Works. A change order must be written and duly negotiated and executed prior to performing changed work. The cost or credit to the Owner resuiting from a Change in the Fort Worth shall be determined in one or more of the following ways: 1) by mutual acceptance of a lump sum property itemized, including the allowance to Contractor for overhead and profit stipulated in the original contract proposal; 2) by unit prices stated in the Contract Documents or subsequenUy agreed upon; or _ 3) by cost and a mutually acceptable fixed or percentage fee. If none of the methods set forth herein above is agreed upon, the Cont�actor, provided he recelves a Change Order, shall promptly proceed with the Work involved. The cost of such work shali then be determined on the basis of the Contractors reasonabie expenditures and savings, including a reasonable allowance for overhead and profit as indicted in the original contract proposal. In such cases, the Contractor shall keep and present, in such form as the Architect shail prescribe, an itemized accounting together with appropriate supporting data. Pending final determination of cost to the Owner, payments on account shall be made on the ArchitecYs Certificate of Payment as approved by the Owner. if after the contract has been executed, the Architect, requests a price proposal from the Contractor for a proposed change in scope of the work, Contractor shall process such proposal within seven days of receipt and return the price quote to the Architect in writing. The Architect shall review the price quotation and if 6/4/99 GC - 18 approvai is recommended, forward the proposed change order request and price proposal to the Owner for approval. If the Architect will attempt to negotiate with Contractor to revise the proposal to a figure which is fair and reasonable and forward it on to the Owner for approval. If the negotiaGons do not result in an equitable solution, the Architect shall prepare a cost-plus type Change Order with a price-not-to-exceed figure for approval by the City and require specific documentation to be provided by Contractor in accordance with the paragraph above. Contractor is advised that according to City of Fort Worth Charter, that when the cumulative effect of Change Orders results in an increase in cost of the contract amount by over $3,000, the City Council must approve all such Change Orders which will exceed this limit. Normal processing time for the City Staff to obtain City Council approval, once the recommended change order has been received at the City, is approximately thirty (30) days . Owner, Architect and Contractor shall endeavor to identify Change Order items as eariy in the Construction process as possible to minimize their impact on the construction schedule. If unit prices are stated in the Contract Documents or subsequently agreed upon, and if the quan6ties originally contemplated are so changed in a proposed Change Order that application of the agreed unit prices to the quantities of Work proposed wiil create a hardship on the Owner or the Contractor, the applicable unit prices shall be equitably adjusted to prevent such hardship. If the Contractor claims that additional cost or time is involved because of (1) any written interpretation issued pursuant to Section A, (2) any order by the Architect or Owner to stop the Work pursuant to Section B, where the Contract was not at fault, or (3) any written order for a minor change in the Work, the Contractor shall make such claim. L-2 CLAIMS FOR ADDITIONAL COST OR TIME. If the Contractor wishes to make a ciaim for an increase in the Contract Sum or an extension in the Contract Time, he shail give the Architect written �otice thereof within a reasonabie time after the occurrence of the event that gave rise to such claim. This notice shall be given by the Contractor before proceeding to execute the Work, except in an emergency endangering life or property in which case the Contractor shall proceed in accordance with Section J. No such claim shall be valid unless so made. Any change in the Contract Sum or Contract Time resulting from such claim, if approved by the Owner, sha11 be authorized by Change Order. � L-3 OVERHEAD ALLOWANCES FOR CHANGES: Should any change in the work or extra work be ordered, the following applicable percentage shall be added to Material and Labor costs to cover overhead and profit: 1. Ailowance to the Contractor for overhead and profit for extra work performed by the Contractors own forces shall not exceed fifteen percent 1j 5°/s.j. 2. Ailowance to the Contractor for overhead and profit for extra work performed by a Subcontractor and supervised by the Contractor shall not exceed ten percent 1° . L-4 MINOR CHANGES IN THE WORK. The Architect shall have authority to order minor changes in the Work not involving an adjustment in the Contract Sum or an extension of the Contact Time and not inconsistent with the intent of the Contract Documents. Such changes may be effected by Field Order or by other written order. Such changes shall be confirmed � � l*J � �� a �14, t_�J C!� ��J � '� � � � � � � � LJ � � � � � � � � � � � �� I.l in writing by the Architect and shall be binding on the Owner and the Contractor. L-5 FIELD ORDERS. The Architect may issue written Field Orders which interpret the Contract Documents in accordance with Section A, or which order minor changes in the Work in accordance with Section L without change in Contract Sum or Contract Time. The Contractor shall carry out such Fieid Orders prompUy. SECTION M UNCOVERING AND CORRECTION OF WORK M-'1 UNCOVERING OF WORK. If any Work should be covered contrary to the request of the Owner or Architect, it must be uncovered for observation and replaced, at the Contractors expense. If any other work has been covered which the Owner or Architect have not specifically requested to observe prior to being covered, the Architect or the Owner may request to see such work and it shall be uncovered by the Contractor. if such Work be found in accordance with the Plans and Specifications, the cost of uncovering and replacement shall, by appropriate Change Order, be charged to the Owner. If such work be found not in accordance with the Plans and Specifications, the Contractor shail pay such costs unless it be found that this condition was caused by a separate contractor employed by the Owner. M-2 CORRECTION OF WORK. The Contractor shall prompUy correct all work rejected by the Owner or Architect as defective or as failing to conform to the Plans and Specifications whether observed before or after Substantial Completion and whether or not fabricated, installed or completed. The Contractor shall bear all costs of correcting such rejected Work, including the cost of the ArchitecYs additional service thereby made necessary. If, within one year after the Date of Substantial Completion or within such longer period of time as may be prescribed by law or by the terms of any applicable special guarantee required by the Contract Documents, any of the work is found to be defective or not in accordance with the Contract Documents, the Contractor shall correct it promptly after receipt of a written no6ce from the Owner to do so, unless the Owner has previously given the Contractor a written acceptance of such condition, describing same specifically and not generally. The Owner shall give such notice promptly after discovery of the condition. All such defective or non-conforming work under the preceding paragraphs shall be removed from the site where necessary, and the work shall be corrected to comply with the Contract Documents without cost to the Owner. The Contractor shall bear the cost of making good all work of separate contractors destroyed or damaged by such removal or correction. If the Contractor does not remove such defective or non- conforming work within a reasonable time fixed by written notice from the Architect or the Owner, the Owner may remove it and may store the materials or equipment at the expense of the Contractor. If the Contractor does not pay the cost of such removal and storage within ten days thereafter, the Owner may upon ten addi6onai days' written notice seli such work at aucGon or at private sale and shall account for the net proceeds thereof, after deducting all the costs that should have been borne by the Contractor including compensation for additional architectural services. If such proceeds of sale do not cover ail costs that the 6/4/99 GC - 19 Contractor should have bome, the difference shall be charged to the Contractor and an appropriate Change Order shall be issued. If the payments then or thereafter due the Contractor are not sufficient to cover such amount, the Contractor shall pay the difference to the Owner. If the Contractor fails to correct such defective or non-conforming work, the Owner may correct it in accordance with Section G. The obligation of the Contractor under this Sec6on shall be in addition to and not in limitation of any obligations imposed upon him by special guarantees required by the Contract Documents or otherwise prescribed by law. M-3 ACCEPTANCE OF DEFECTIVE OR NON- CONFORMING WORK. If the Owner prefers to accept defective or non-conforming work, he may do so instead of requiring its removal and correction, in which case a Change Order will be issued to reflect an appropriate reduction in the Contract Sum, or, if the amount is determined after final payment, it shall be paid by the Contractor. SECTION N TERMINATION OF THE CONTRACT N-1 TERMINATION BY THE CONTRACTOR. If the work is stopped for a period of 30 days under an order or any court or other public authority having jurisdiction, through no act or fault of the Contractor or a Subcontractor or their agents or employees or any other persons performing any of the work under a contract with the Contractor, or if the work should be stopped for a period of 30 days by the Contractor for the Owners failure to make payment thereon as provided in Section 1, then the Contractor may after the end of such period of 30 days and upon seven additional days' written notice to the Owner and the Architect, terminate the Contract. N-2 TERMINATION BY THE OWNER. If the contractor is adjudged as bankrupt, or if he makes a general assignment for the benefit of his creditors, or if a receiver is appointed on account of his insolvency, of if the Contractor refuses, except in cases for which extension of time is provided, to supply enough properly skiiled workmen or proper materials, or if he fails to make prompt payment to Subcontractors or for materials or labor, or fails to comply with al Laws, Statutes, Charter, Ordinances, Regulations or Orders of any public authority having jurisdiction, or othervvise is guilty of a substantiai violation of a provision of the Contract Documents, then the Owner, on its own initiative or upon certification by the Architect that sufficient cause exists to jusGfy such action, may, without prejudice to any rights or remedy and after giving the Contractor and his surety, if any, seven (7) days' written notice, terminate the employment of the Contractor and take possession of the site and of all materials, equipment, tools, construction equipment and machinery thereon owned by the Contractor and may finish the work by whatever method he may deem expedient. In such case the Contractor shall not be entitled to receive any further payment until the Work is finished. If the costs of finishing the Work, inciuding compensation for the ArchitecYs additional services., exceed the unpaid balance of the Contract, the Contractor shall pay the difference to the Owner. The City of Fort Worth may terminate this contract in whole, or from time to time, in part, whenever such termination is in the best interest of the City. Termination will be effected by delivering to the Contractor a notice of termination specifying to what extent performance of the work of the contract is being terminated and the effective date of termination. After receipt of , termination the contractor shall: 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 except as may be necessary for the completion of the work not terminated. c) Terminate all orders and subcontracts to the extent that they relate to the performance of the work terminated by the notice of termination. After termination as above, the Ciry wili 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 SECTION O SIGNS The Contractor shall construct and install the project designa6on sign as required in the Contract Documents and in strict accordance with the SpecificaGons for "Project Designation Signs " This sign shall be a part of this Contract and shall be included in the Contractors Base Bid for the Project. SECTION P TEMPORARY FACILITIES P-1 SCOPE. The Contractor shall furnish, erect, and maintain facilities and perform temporary work required in the performance of this Contract, including those shown and specified. P-2 USE OF TEMPORARY FACILITIES. All temporary facilities shall be made available for use by all workmen and subcontractors employed on the project, subject to reasonable directions by the Contractor as to their proper and most efficient utilization. P-3 MAINTENANCE AND REMOVAL. The Contractor shall maintain temporary facilities in a proper, safe operating and sanitary condition for the duration of the Contract. Upon completion of the Contract, all such temporary work and facilities shall be removed from the premises and disposed of uniess otherwise directed or specified hereunder. P-4 FIELD OFFICES AND SHED. The Contractor shall provide a temporary field office building for himself, his subcontractors and use by the Architect. For construction contracts with a bid price in excess of $1,000,000.00, the �Contractor shall provide a separate field office for the City's field representative {but the separate offce may be in the same structure). The buildings shall afford protection against the weather, and each o�ce shall have a lockable door, at least one window, adequate electrical outlets and lighting, and a shelf large enough to accommodate perusal of the project drawings. Openings shall have suitable locks. Field offices shalt be maintained for the fuli time during the operation of the work of the Contract. During cold weather months, the field offices shall be suitably insulated and equipped with a heating device to maintain 70 degree Fahrenheit temperature during the workday. During warm weather the offices shail be equipped with an air conditioning device to maintain temperature below 75 degrees F. Upon completion of the work of the Contract, the Contractor shall remove the buiiding from the premises. In addition to the drawing shelf, provide for the City field representatives office: one deck, four chairs, plan rack and a four drawer filing cabinet (with lock). Each office shall contain not less than 120 square feet of floor space. The Contractor shall provide and maintain storage sheds, other temporary buildings or trailers on the project site as required for his use. Location of sheds and trailers shall be as approved by the Architect. Remove sheds when work is completed, or as directed. P-5 TELEPHONE. The Contractor shall provide and pay for telephone installation and service to the field o�ces described above. Service shall be maintained for the duration of operations under this contract. The Contractor shall provide for and pay for an automatic telephone-answering device at the site office for the duration of the project. The contractor shall provide a separate telephone line, and instrument for use by the City's field representatives. P-6 TOILET FACILITIES. The Contractor shall provide proper, sanitary and adequate toilet facilities for the use of ail workmen and subcontractors employed on the project. P-7 UTILITIES. Contractor shall make all necessary arrangements and provide for temporary water and electricity required during the construction. Contractor shall provide and install temporary utiiity meters during the contract construction period. These meters will be read and the Contractor will be billed on this actual use. The Contractor shall provide all labor and materiais required to tap into the utilities. The Contractor shall make the connections and extend the service lines to the construction area for use of all trades. Upon comple6on of the work all utility lines shall be removed and repairs made to the existing lines. Only utilities at existing voltages, pressures, frequencies, etc. wili be available to the Contractor. Water. Provide an ample supply of potable water for all purposes of construction at a point convenient to the project or as shown on the Drawings. Pipe water from the source of supply to all points where water will be required. Provide sufficient hose to carry water to every required part of the construction and aliow the use of water facilities to subcontractors engaged on the work. Provide pumps, tanks and compressors as may be required to produce required pressures. Electric Service. Provide adequate electric service for power and lighting to all points where required. Temporary, electric service shail be of sufficient capacity and characteristics to supply proper current for various types of construction tools, motors, welding machines, lights, heating plant, air conditioning system, pumps, and other work required. Provide suffcient number of electric outlets so that 50 foot long extension cords will reach all work requiring light or power. Liahtin9. Supply and maintain temporary lighting so that work of all trades may be properly and safely performed, in such areas and at such time that day-lighting is inadequate. Provide at least 0.75 watts of incandescent lighting per squqr4e foot and maintain GC-20 6/4/99 �� rj � �� LJ � L�J � l*".1 � � � � � � a socket voltage of at least 110 volts. Use at least 100 watt lamps. In any event, the lighting intensity shall not be less than 5 foot candles in the vicinity of work and tra�c areas. P-8 HEATING. Heating devices required under this paragraph shall not be electric. The Contractor shall provide heat, ventilation, fuel and services as required to protect all work and materials and to keep the humidity down to the extent required to prevent corrosion of any metal and to prevent dampness or mildew which is potentially damaging to materials and finishes. All such heating, ventilation and services shali be provided and maintained until final acceptance of all work. In addition, the Contractor shall provide heat ventilation prior and during the following work operations as follows: a) At all times during the placing, setting and curing of concrete provide suffcient heat to insure the heating of the spaces involved to not less than 40 F. b) From the beginning of the application of drywall and during the setting and curing period, provide sufficient heat to produce a temperature in the spaces involved of not less than 55 F. c) For a period of seven (7) days previous to the placing of interior finish materials and throughout the placing of finish painting, decorating and laying of resilient flooring materials, provide sufficient heat to produce a temperature of not less than 60 F. P-9 TEMPORARY CONSTRUCTION. EQUIPMENT AND PROTECTION The Contractor shall provide, maintain, and remove upon completion of the work all temporary rigging, scaffolding, hoisting equipment, rubbish chutes, ladders to roof, barricades around openings, and all other temporary work as required to complete ail work of the Contract. Contractor shall coordinate the use and furnishing of scaffolds with his sub-contractors. The Contractor shall provide, maintain, and remove upon completion of the work, or sooner, if authorized by the Architect, all fences, barricades, lights, shoring, pedestrian walkways, temporary fire escapes, and other protective structures or devices necessary for the safety of workmen, City employees, equipment, the public and property. All temporary construction and equipment shall conform to ail regulations, ordinances, laws and other requirements of the authorities having jurisdiction, including insurance companies, with regards to safety precautions, operation and fire hazard. The Contractor shall provide and maintain pumping facilities, including power, for keeping the site, all times, whether from underground seepage, rainfall, drainage of broken lines. The Contractor shall maintain provision for closing and locking the buiiding at such time as possible to do so. If this is not feasible, maintain a night The Contractor shall provide and maintain all barricades or enclosures, required to protect the work in progress from outside elements, dusts, and other disturbances as a result of work under this Contract. Such protection shall be positive, shall meet the approval of the Architect and shall be maintained for the duration of the construction period or as required to provide for the protection as specified. 6/4/99 GC-21 P-10 . PROJECT BULLETIN BOARD. The Contractor shall fumish, install and maintain during the life of the project a weather-tight bulletin board approximately 3 feet high by 5 feet wide having not less than two hinged or sliding glass doors with provisions for locking. The bulletin board shail be mounted where and as approved by the Architect, in a prominent place accessible to employees of the Contractor and sub-contractors, and to applicants for employment. The bulletin board shall remain the property of the Contractor and shall be removed by him upon completion of the Contract work. The following information which will be fumished by the City to the Contractor, shall be posted on the bulle6n board and shall be maintained by the Contractor in easily readable condition at all times for the duration of the Contract. a. The Equal Opportunity Poster and Notice Nondescrimination of Employment (Standard Form 38). b. Wage Rate Information Poster (Form SOL 155), with the Contract Schedule of minimum wage rates as required by the Davis-Bacon Act. c. Safety Posters. SECTION Q VENUE Should any action arise out of the terms and conditions of this contract, venue for said action shall lie in Tarrant County, Texas. l�J GENERAL CONDITIONS INDEX A DEFINITIONS PROCEDURES AND INTERPRETATIONS A-1 Contract Documents A-2 Entire Agreement A-3 Work A-4 Execution of the Contract Documents A-5 Familiarity with Proposed Work A-6 One Unified contract A-7 Division of Work A-8 Interpretations A-9 Copies of Working Drawings and Specifications A-10 Minority and Women's Business Enterprise Policy A-11 Corretation and Intent B IDENTITY OF ARCHITECT B-1 Contract Administration B-2 Termination and Suspension of Work B-3 Duties of Architect B-4 Architect as Representative of the Owner B-5 Access to Job Site B-6 Interpretations B-7 Authority to Stop Work B-8 Miscellaneous Duties of Architect B-9 Termination of Architect C OWNER G1 Identification C-2 Duties of the Owner C-3 Instructions C-4 Access to Job Site C-5 Progress Inspections C-6 Authority to Stop Work C-7 Substantial Compietion Inspection C-8 Right to Audit D CONTRACTOR D-1 Identification D-2 Independent contractor D-3 Subletting D-4 Review of contract Documents D-5 Supervision D-6 Labor and Materials D-7 Prevailing Wage Rate D-8 Warranty D-9 Taxes D-10 Licenses, Notices and Fees D-11 Cash Allowances D-12 Superintendent D-13 Responsibility for Employees and Sub-contractors D-14 Failure to Commence work D-15 Progress Schedule D-16 Drawings and Specifications at the Site D-17 Shop Drawings and Samples D-18 Site Use D-19 Safe Work Practices D-20 Fieid Offices and Sheds D-21 Cutting and Patching of Work D-22 Cleaning Up D-23 Communications 6/4/99 GC-22 E SUBCONTRACTORS E-1 Definition E-2 Award of Subcontracts E-3 Terms of Subcontracts E-4 Minority and Women's Business Enterprise (M/WBE) E-5 Payments to Sub-Contractors F SEPARATE CONTRACTS F-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-1 G-2 G-3 G-4 G-5 G-6 G-7 G-8 G-9 G-10 G-11 G-12 G-13 G-14 G-15 G-16 G-17 G-18 G-19 G-20 G-21 G-22 G-23 G-24 G-25 G-26 G-27 G-28 G-29 G-30 G-31 G-32 Conflict of Laws Governing Laws Personal Liability of Public Officials Compliance with Laws Indemnification Successors and Assigns Written Notice Surety Bonds Owner's Right to Carry Out the Work Royalties and Patents Tests Interruption of Existing Utilities Services Laying Out Work Measurements Existing Overhead or Underground Work Alignment of Joints in Finish Materials Integrating Existing Work Hazardous Material Certification Location of Equipment and Piping Overloading Manufacturer's Instruction Cleaning Up Dust Control Fire Protection Cutting and Patching Project Closeout Guarantee and Extended Guarantee Record Drawings Construction Fence Product Deliver, Storage, Handling Age Disability H CONTRACT TIME H-1 � Definitions H-2 Progress and Completion H-3 Delays and Extension of Time H-4 No Damage for Delay I PAYMENTS AND COMPLETION I-1 I-2 I-3 I-4 I-5 Contract Sum Schedule of Values Adjustment of Quantities Progress Payments Certificates for Payment � � � �.a� t!J �a, � ! �7 I� l,' � � �� 1�J � 1�J � � � � � � � l�!J � � � l� I-6 I-7 I-8 I-9 I-10 J J-1 J-2 J-3 J-4 K K-1 K-2 K-3 K-4 K-5 K-6 L L-1 L-2 L-3 L-4 L-5 M M-1 M-2 M-3 N N-1 N-2 O P P-1 P-2 P-3 P-4 P-5 P-6 P-7 P-8 P-9 P-10 Q � � � . 6/4/99 � Payments Withheid Unresolved Claims Liquidated Damages Failure of Payment Substantial Completion and Final Payment PROTECTION OF PERSONS AND PROPERTY Safety Precautions and Programs Safety of Persons and Property Hard Hats , Emergencies INSURANCE Insurance Required Workers' Compensation Insurance Liabiiity Insurance Builder's Risk Insurance Proofoflnsurance Other Insurance Related Requirements CHANGES IN THE WORK Change Order Ciaims for Additional Cost or Time Overhead Allowance for Changes Minor Changes in the Work Field Orders UNCOVERING AND CORRECTION OF WORK Uncovering of Work Correction of Work Acceptance of Defective or Non-Conforming Work TERMINATION OF THE CONTRACT Termination by the Contractor Termination by the Owner SIGNS � TEMPORARY FACILITIES Scope Use of Temporary Facilities Maintenance and Removal Field Offices and Sheds Telephone Toilet Facilities Utilities Heating Temporary Construction, Equipment and Protection Project Bulletin Board VENUE. 00000 GC-23 i� � � � ■A � �*J � � � � �i � � � � � � L�J General Decision Number TX970061 Superseded General Decision No. TX960061 State: TEXAS Construction Type: BUILDING County(ies): - JOHNSON PARKER TARRANT BUILDING CONSTRUCTION PROJECTS (does not include single family homes and apartments up to and including 4 sto�ies). Use curren heavy and highway General Wage Determination for Paving Incidental to Building Construction in Tarrant County and for Paving and Utilities incidental to Building Construction in remaining Counties.) Modification Number Publication Date � 0 02/14/1997 1 09/OS/1997 . 9 � � _ _ _ _ _ _ _ _ � � _ _ � _ _ _ � _ _ _ _ _ _ _ _ � _. _ .. _ _ ^ � _ � _ _ _ _ _ _ _ _ .,. _ � ^ ^ _ _ _ _ _ _ _ _ _ � _ _ � ^ � � _ _ _ _ _ TX970061 Page: 1 � COUNTY(ies}: JOHNSON PARKER TARRANT BRTX0006A 05/08/1992 Rates Fringes BRICKLAYERS 14.00 2.50 ---------------------------------------------------------------- CARP1421A 05/O1/1995 Rates Fringes MZLLWRIGHTS . 16.49 3.92 ---------------------------------------------------------------- * ELEC0116C 06/Ol/1997 Rates Fringes ELECTRICIANS 17.80 2.20+10.50 CABLE SPLICERS 17.80 2.20+10.So -------=-------------------------------------------------------- * IRON0263B 06%Ol/1997 • - Rates Fringes IRONWORKERS (Structural) . 15.00 3.75 ---------------------------------------------------------------- * SFTX0669A 04/O1j1997 Rates Fringes SPRINKLER FITTERS 19.22 6.30 ---------------------------------------------------------------- * SUTX1073A 11/O1/1989 ACOUSTICAL INSTALLERS CAR.PENTERS (Excluding drywall hangers,. acoustical installers & batt insulators) Carpenters doing drywall hanging only CEMENT MASONS DRYWALL FINISHERS GLAZIERS . � T�ARORERS (Including Mason Tenders & Pipelayers) LANDSCAPE LABORERS MECHANICAL �INSULATORS PAINTERS, BRUSH & SPRAY (excluding Drywall Finishing) PLASTERERS PLUMBERS & PIPEFITTERS (Including HVAC work) POWER EQUIPMENT OPERA.TORS: . Rates 11.23 12.27 10.00 lo.i6 11.18 11.37 �.4s 5.15 10.92 10.47 11.50 13.34 Fringes 2.22 .76 2.21 1.31 , 1.00 1.00 2.21 2.15 � [a'� � �� l �J � .� � � .� � � � � �� ,� Backhoes 12.30 1.82 q� Cranes 14.26 2.44 �.� Foundation Drill Operators 8.54 � Graders 11.69 1.80 TX970061------------------------------Page:rr2-------------------------� t^J Ls? � � l�J L�J �' � � L: � � l�"! L� � �l ROOFERS - 9.50 .99 SHEFT METAL WORKERS (iNCLUDING HVAC Ducr Work) 12.63 2.10 WELDERS - Receive rate prescribed for craft performing operation to_which_welding_is_incidental___+__^___________r_______________ Unlisted classifications needed for work not included within the scope of the classifications listed ma�r be added after award only as provided in the labor standards contracti clauses (29 CFR 5. 5 (a) (1) (v) ) . � In^the listing above, the "SU" designation means that rates listed under that identifier do not reflect colle�ctively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. . WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? be: This can * an existing published wage detiermination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling . On survey related matters, initial contact, including reques�s for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of ConstrucCion Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U. S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 2.) If the answer to the question in 1.) is yes, then an � interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: � ----------------------------------------------------------------------- �j TX970061 Page: 3 u ��l Wage and Hour Administrator . � U.S. Department of Labor � 200 Constitution Avenue, N. W. � Washington, D. C. 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage paymenti data, project description, area practice material, etc.) that the requestor considers relevant to the issue. !�1 � � 3.) If the decision of the Administrator is not favorable, an � interested party may appeal directly to the Administrative Review Board (tormerly the Wage Appeals Board). Write to: Administrative Review Board � U. S. Depar�ment of Labor 200 Constitu�ion Avenue, N. W. � - Washington, D. C. 20210 4.) All decisions by the Administrative Review Board are final. � � END OF GENERAL DECISION � � � �� LJ �;J �� !!] I� � �� ,'J TX970061------------------------------Page:--4-----------------___----� a � D � � � � � � � � � � �i � � � � a WEATHER TABLE Month I January IFebruary I March I April IMay I June I July August September October November December I ANNUALLY I Average Days of Rain .7 7 7 8 8 6 5 5 7 5 6 6 77 Inches of Snow/Ice Rainfall Pellets 1.80 2.36 2.54 4.30 4.47 3.05 1.84 2.26 3.15 2.68 2.03 1.82 32.30 1 * * 0 0 0 0 0 0 0 * . 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 0.5 inches This table is based on information reported from Dallas-Fort Worth Regional Airport, Texas. Latitude 32 deg 54 min north, longitude 97 deg 02 min West, elevation (ground) 551 ft. Average number of days of rain, snow, and ice are based on records covering 27 years. Precipitation is 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 snow/ice-pellet days for a given month, the contract period will be adjusted by Change Order. rW�il � � � � . � r � � � � � � � � � Fo�r oTH � � ,_ �._ � _ _,__ TEXAS CERTIFICATE OF EXEMPTION I claim an exemption from payment of sales and use taxes for the purchase of taxable items described below or on the attached order or invoice. Description of Items ( or an attached order or invoice) To be Purchased: All Items I claim this exemprion for the following reason: Name of exemprion organization: Citv of Fort Worth � Texas Sales and Use Tax Permit #1-75-6000528-6 I understand that I will be liable for payment of sales tax which may become due for failure to comply with the provision of the states, city and or metropolitan transit authority sales and use tax laws and comptroller rules regarding exempt purchases. Liability for the tax will be determine by the price paid for the taxable items purchased or the fair market rental value for the period of time use. I understand that it is a misdemeanor to give an exemption certi�cate to the seller taxable items which I know, at the time of purchase, will be used in a manner other than that expensed in this certifcate and upon conviction, may be fined up to $500 per offense. �Municipalities are granted taz exempt status per the Tezas Constitution, ART 8, Section I. Purchasers: Citv of Fort Worth Street Address: 1000 Throckmorton City, State, Zip Code: Fort Worth Texas 76102 i� , Signature/Title: «-L'�� %3'!�u"'�' Purchasing Manager nDate: 1�.1 L�J � � � �J � Phone: Fax: This certificate does not require a number to be valid. Sales and use tax "exemption numbers" or "tax exempt" numbers do not exist. This certificate should Be furnished to the supplier. Do not send the completed certificate to the Comptroller of Public Accounts. FINANCE DEPARTILIENT PURCHASING DIVISfON �THE C:TY OF FORT WORTH * LOOO THROCKMURTOh STftEET 'k FORT WORTH, �CEXAS %�iiO'� �si�� s7i-ssso � F,�x (817) £t71-S440 J ,� �� Printe�i on recyded pape� 4'-0" � � 1-1/2,� i ' � ' � '� � � � � - - � ._,� r,,: -�r �� .�.� �� .r. � � '�, P ro ject T�t�� 3" I 3" I I 4" I I 1-112" � � 1�2" 2-1/�" I , -314,� �� I I I 2-� rr� �-v2�� I I �„ � � ,-�rr� i � � ti-v2" 4'-0" . �� % SIGN IS WHITE WITH BLUE BORDER AND LEfTERING iN PMS 288. PROJECT TITLE, CONTRACTOR, BOND AND COMPLEf10N DATE INFORMATION IS iN HELVEf1CA. CITY OF FORT WORTH LOGO IS AVAILABLE IN A VECTOR FORMAT FROM THE CITY OF FORT WORTH REPROGRAPHICS DEPT. ALL COPY IS IN PMS 288. THE LINES THAT COMPOSE THE "STAR" ARE PMS 167. PROJECT DES(GNATlON S1GN � Contractor: Contracfors Name FUNDED BY ,� * * * * * * * * * * * SCHEDULED COMPLETION DATE . YEAR 0 �I I�I � � _ HOUSING AND URBAN DEVELOPMENT 0 0 0 0 0 � � 0 � � � � 0 � COMPLIANCE GUIDE AND SPECIFICATIOl�TS � � � � � � � f ' � � 1 ' � � � � � � � DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT COMPLIANCE GUIDE Department of Housing and Urban Development Contract Requirements 1-16 Contractor Information (Worksheet) Subcontractor Information (Worksheet) Affirmative Action Plan, City of Fort Worth, Section 3 Attachments Attachment B Self Certification Form (Worksheet) Attachment D Statement of Release (Worksheet) Attachment E Preliminary Statement Work Force Needs (Worksheet) Statement of Policy on Equal Employment Opportunity Affirmative Action Plan (Sample) 1-� Section 3 Clause (24CFR, Part 135.20 and HUD Grant Agreement) Subcontractor's Certification Concerning Labor Standards and Prevailing Wage Requirements 1-3 EEO Notice IJ u � aa•� •: •� �� : : �v�x.r • . • . :.0 i); : : . � �►� � • �Iw.r U• .r�: : M : • i: �►��I.r '� Contractor agrees to cosaply vith the requirements of the Xousing and Urban � Development Act of 1968, as amended,..and with the regulations promulgated thereunder. Specifically, Contractor shall comply with the follouing Acts and Orders and their regulations: � � M) I •:��i: • •'��: rl � �) �/ •� � L■J LJ � L� � � l�l During the perfosznance of this Contract, the Contractor agrees as follows: a. The Contractor �+ill not discriminate againat any employee or applicant for eng�loyment because of race, color, religioa, acx or national origin. The Contractor will takc affi�tive actioa to ensure that applicants are ecnployed and that employeea are treated during employment without regard to their race, color, religion, sex or national origin. Such action shall include, but not be limited to, the following: employment; upgrading; demotion.or transfer; recruitment or recruitment advertising; layoff or tezmination; rates of pay or other fozms of compensation; and selection for training,'includi.ng apprenticeship. The Contractor agrees to post in conspicuous places, available to ec�loyees and applicants for employment. notices setting forth the provisions of this nondiscrimination clause. b. The �ontractor aill, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants Will receive consa.deration for employment without regard to race, color, religion, sex or national origin. , c. The Contractor Frill send to each labor union or representative of Workers, �+ith uhich it has a collective bargaining agreement or other contract or understanding, a notice advising the said la.bor union or Workers' representatives of the Contractor's commitment under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. d. The ContractoY �+ill comply vith all provisions of Executive Order 11246 of � September 24, 1965, and With the rules, regulations and reievant orders of the Secretary of Labor. �� ` �� Ll e. The Contractor aill furaish all information and reports required by Executive Order•112t6 of September 2t, 1965, and by zules, regulations and orders of the Secretary of Labor, or pursuant thereto, and aill permit access to its books, records and accounts by the Department of Housing and Urban Development ("the Department•) and the Secretary of Labor for purposes of investigation to ascertain compliance crith such rules, regulation9 and orders. f. Zn the event of the Contractor's noncompliance with the nondiscrimin�tion clauses of this Contract or �+ith� any of the said rules, regulations or orders, this Contract may be cancelled. terminated or suspended in whole or in pazt and the Coatractor may be declared ineligible for further -1- i� governm�nt contracts in accordance xith procedures authorized in Ex�cutive Order 112<6 of September 24, 1965, or by rule, regulation or order of the Secretary of Labor, or as othenriae grovided by law. g. The Contractor will include Che sentence immediately preceding Paragraph a and the provisions of Paragraphs a through g in every.subcontract or purchase order'unless exemptied by. zul�s, regulations or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246 of September 24, 1965, so that such provisions �+ill be binding upon each subcontractor or vendor. The Contractar will take such action vith respect to any subcontract or purchase order as the Department may direct as a means of enforcing such provisions. including sanctions for noncompliance. Provided, however, that, in the event Che Contractor becomes involved in or is threatened with litigatioa vith a subcontractor or vendor as a reault of such direction by the Departme.ut, the Contractor may request the United States to onter inta such litigation to protect the iuterest of the United States. h. The Contractor shall submit a certification and shall require each of its subcontractors to submit a certification that all facilities provided for employees of Contractor or any subcontractor shall be fully integrated, and Contractor shall not permit its ecnployees to perform their aervices in any locations under its control where segregated facilities are main- tained. i. The Contractor and each eubcontractor shall pezznit access during normal business hours to its premises for the purpose of conducting oa-site compliance reviews and for inspecting and copying such books, records, accounts and other material as may be pertinent to compliance �+ith the Ozder and Che rules and regulations promulgated pursuant thereto by Che City. Information obtained in thia manner shall be used only in connection with the administration of the Order, the administration of the Civil Rights Act of 1964 (as amended) and in furtherance of the purposes of the Order and the Act. :�. \/ .�11 �� .�11 a. In performanee of all contracts, the Cantractor vill coc�ly with the Affirmative Action Guidelines of Executive Order 112l6 and the implement- ing regulations and documents thereof. b. In performance of all contracts in the amount of $10,000 or more: Contractor will com�ply with Sectfon 3 of the Housing and Urban Development Act of 1968, as amended, 12 U.S.C. 1701u, and the ircq�lementing regulations and documents and shall have on file a writtes affizmative action policy, which has the stated work force goals of 18.2t minority persons and 6.9t females, and must follow the hiring practices specified in Subsection C, belox. Additionally, Contractor agrees to the following provisions: (1} The work to be performed under this Contract is on a project assisted under a program providing direct Federal financial assiatance from the Department of Housing and Orban Development and is subject to Che requirements of Section 3 of the Housing and Urban Development Act of 1968, as amended, 12 U.S.C. 1701u. Section 3 -2- 0 L�J � M� � {�1 LJ � �'� l �i 1 �l I� L_+. � � � l �J �� l�J LJ l� � � L�J L�J L�J � � � J � requires that, to the greatest extent feasible, opportunities for training and employment arc given to lower income residents of the project area and contracts for work in connection with the project are awarded to business concerns ahich are�located in or owned in substantial part by persons residing in the area of the project. (2) The parties to this Contract uill comp2y �+ith the provisions of said Section 3 and the regulations issued pursuant thereto by the Secretary of Housing and Urban Developcnent set forth in 24 CFR 135 and all applicable rules and orders of the Dep�rtment issued thereunder prior to the execution of this Contract. The parties to this contract certify and agree that they are under no contractual or other disability which would prevent them from complying with these requirements. (3) The Contractor xill send to each labor organization or representa- tive of workers with which he has a collectivc bargaining agree�nent or other contract or under9taading, if aay, a aotice adviaing the said labor'organization or workers' representative of his comcait- ments under this Section 3 clause and shall post copies of the notice in conspicuous places available to employees and applicants for employment or training. (4} The Contractor aill include this Section 3 clause in every subcon- tract for work in connection with the project and will, at the direction of the applicant for or recipient of Federal financial assistance, take appropriate action pursuant to the subcontract upon a finding that the subcontractor is in violation of regulations issued by the Secretary of Aousing and Urbaa Development as set forth in 2�L CFR 135_ The Contractor will not subcontract �+ith any subcontractor where it haa notice or knowledge that the latter has been found i.n violation of�regulations under 24 CFR 135 and will not let any subcontract unless the subcontractor has first provided it with a preliminary statement of ability to coc�ly �+ith the require- ments of these regulations. (5} Compliance with the provisions of Section 3, the regulations set forth in 2s CFR 135, and all applicablc rules and orders of thc Department issued thereunder prior to the execution of the Contract shall be a condition of the Federal financia2 as9istance provided to the project, binding upon the applicant or recipient for such , asaistance, its successors and assigns. Failure to fulfill these requirements shall subject the applicant or recipient, its contrac- tors and subcontractors, its successors and asaigna, to those sanctions apecified by the grant, loan agreement or contract through which Federal aseistance is provided and to such sanctions� as are specified by 24 CFR 135. . c. In performance of all contracts in the amount of $50,000 or more, � where the Contractor employs more than twenty-five non-construction employees, the Contractor must promulgate a specifie affirmative 'action Plan, andcmist take specific affirmative action to ensure equal em�loyment opportunities. Contractor shall implement` affirmative action steps at least as extensive as the following: -3- liJ (1? Ensure and maintain a�+orking esivirorunent free of harassment, intimidation and coercian at all sites and in all facilities at which the Contractar's cmp2oyees are asaigned to work. The Contractor shall specifically ensure that all foremen, superinten- dents and other on-site supervisozy personnel are aware of and are carrying out the Contractor's obligations Co maintain such a aorking enviranment, with specific�� attention to minority and female individuals working at such sites or in such facilities. The Contractor, Where possible, r+ill assign two or more Women to each construction project. (2} Establish and maintain a current list of minority and female recruitment sources and provide writtea notification to minority and female recruitment sources and to coac�cunity arganizations when the Contractor or ita unions have eu�ployment opportunities available, and maintai.n a record of the organizatioas' response9. (3) Maintain a current file of the names, addresses and telephone numbers of each cainority and fema2e off-street applicant and minority or fema2e referral from a union, a recruitment source or community organization and of What action was taken with respect to each auch indi.vidual. If such individual aas sent to the union . hiring ha12 for referral and was not referred back to the Contractoz by the union or, if referred, no�t ea�played by the Contractor, this shall be documented ia the file with the reason therefore, aloag with whatever additiorial actions the contractor may have taken. (4} provide immediate written notification to the City when the union or unions with �+hich the Cantractor has a collective bargaining agreement have not referred to the Contractor a minority person or Koman sent by the Contractor, or when the Contractor has aCher information that the union referral process has impeded the Contractor's efforts to meet its obligations. (51 Develop on-the-job training opportunities and/or participate in training programs for'the areas Which expregsly include minorities and women, including upgrading programs and apprenticeships and trainee programs •relevant to the Contractor's employment needs, especially those programs funded or approved by the Degartment of Labor. The Contzactor shall provide notice of these programs to the sources cocngiled under subsection (2) above. (6) Disseminate the ConCractor'-s EEO policy by providing notice of the policy to unions and rraining programs and requesting their cooperation in assisting the Contractor in meeting its EEO obliga- tions; by inciuding it in any policy manual and collective bargain- ing agreement; by publicizing i.t in the coc�any newspaper or annua� report; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; aad by posting the company EEO policy on bulletia boards accessible to all emp2oyees aC each location where construc'ta.on work is performed. L;_ L;J LsJ � � � �� 4� l �J ��I L;J � � l �:J � L�� C LJ � �J � � C ��I L2J L�J � � L�J � � (7) Review, at lcast annually, the cocnpany's EEO policy and affirmative action obligations under these specificationa r+ith all employees having any responsibility for hiring, assignment, lay-off, tezmina- tion or other employment decision, including specific revier+ of these items with on-site supervisory personnel, such as superinten- dents and general foremen, prior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the name and place of these meetings, persons attending, subject matter discussed and disposition of the subject matter. (e) Disseminate the Contractor's EEO policy externally by including highlights of it in any advertising in the nexa media, specifically including minority and fecnalc news caedia, and providing written notification to, and discusaing the Contractor's EEO policy with, other contractors and subcontractors �+ith Whom the Contractor does or anticipatea doing businesa. (9) Direct its recruitment efforts, both oral and �rritten, to minority, female and community organizations, to schools with minority and female students, and to tninority and female recruitment and training organizations sezving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the accegtance of applications for apprenticeship or other training by any recruitment source, the Contractor shall send written notification to organizations such as the above, describing the openings, screening procedures and tests to be used in the selection process. . � (10) Encourage present minority and female employees to recruit other minority persons and aomen and, where reasonable, provide after- school, summer and vacation employment to minority and female youths, both on the site and in other area d�f the Contractor's work force. (11) Validate all tests and other selection requirements where,there is an obligation to do so under 41 CFR, Part 60-3. ' (12) Conduct, at least aanually, an inventory and evaluation of all minority and female personnel for promotional opportunities and encourage these ert►ployees to seek or to prepare for, through appropriate training, such opportunities. D (13) Ensure that seniority practices, job classifications, work assign- ment9 and other personnel practices do not have a discriminatory effect by continuaily monitoring all personnel and employrt�ent- � related activities to ensure that the EEO policy and the Contrac- tor's obligations under these specifications are being carried out. (14) Ensure that all facilities and company activities are non-segregated � except as separate or single-user toilet and necessary changing . facilities shall be provided to assure privacy between the_sexes. �J �� (15) Document and maintain a record of all�solicitations for subcontracts from minority and Pemale construction contractors and suppliers, -5- �� including circulation of solicitations to minority and female contractor associations and other business associations. (16) Conduct a revieu, at least annually, of all supervisors' adherence to and perfozznance under the Contractor's EEO policy and affirmative action obligations. d. The Contractor shall designate a responsible official to monitor all employment-related activities to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the City and to keep records of the same. Records for each employee shall at least include: the ecaployee's name; address; telephone.number; constzuction trade; union affiliation, if any; enrployee identification number where assigned; socia2 aecurity number; race; sex; status; datea of changes in status; hours worked per week in the indicated trade; rate of pay; and Iocations at xhich t.iie xork �+as performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this require- ment, Contractor shall not be required to maintain separate records. A� ' : �1� : �� . :�: : : M Zn any contract involving construction or repair, Contractor agrees to coasply, and shall require iLs subcontractors to cocnply, with the provisions of the Copeland "Anti-Kickback Act" {xg U.S:C. 8'7�), as supplecnented in Department of Labor regulationa (29 CFR Part 3j. This Act provides that each Contractor or subgrantee shall be prohibited from inducing, by any means, any person employed in the construction, cocnpletion or repair of publi.c �+ork to give up any part of the compensation to which he or she is othen+ise entitled; and, if found guilty of doing so, shall be fined not more than $5,000 or imprisoned not more tha.n five (5) years, or both. � : . •►� . . �r In any-contraet� ior construction in excees of $2,000: Contractor agrees to comply, and shall require its-subcontractors to comply, with the provisions of the Davis-Bacon Act ({0 U.5.C. 276a to a-7). This Act rcquirea contractors to pay wages to laborers and mechanics at a rate net less than the minimum wages specified in a wage detezmination made by the Secretazy of Labor and te pay vages not less often than once a week. Specifically, Contractor agrees to coc�ly vith the following Department of Labor regulations (29 CFR Part S): a_ Minimum Hages All laborers and mechanics employed or workinq upon the site of the ti+ork performed pursuant to this contract will be paid unconditionally and not less often than once a week, and �.+ithaut subsequent deduction or rebate on any account {except such payroll deductions as are permitted by regula- tions isaued by the Secretary of Labor under the Copeland Actl, the full amount of wages and bonafide fringe benefits (or cash equivalents thereof) due at the time of paytnent, computed at rates not less than-those contained in the wage determination of said Secretary of La.bor (which is attached hereto and made a part hereo�), regardlesg of any contractual relati.onship �ahich may be alleged to exist between the Contractor and such -6- � �� I L�J lJ �� LiJ l EJ Ls.J lJ � u lJ � � ' l�J �J � L�J I� f!J � b. 1■I � L�J Cal � �I � LJI L�J 'I� � laborers and mechanica. Contributions made or costa zeasonably anticipat- ed for bonafide . fringe benefits under Sectioa lib) (2) of the Davis-Bacon Act on behalf of laborers or aiechanics are considered wage9 pa'id eo such labo rers or mechanics, subject to the provisions of Paragraph d of this clause; also, regular contributions made or costs incurred for more than a aeekly period under plans, funds or program ahich occur the particular weekly period, are deemed to be constzvctively made or incurred during such weekly geriod. Such laborers and mechanics shall be paid the appropriate wage raCe and fringe benefits on the wage determination for the classification9 of work actually performed without regard Co skill, except as provided in the clause entitled "Apprentices and Trainees." Laborers or mechanics perfozming w�ork in more than ane classification may be coc�ensated at the rate specified for each clasaification for the time actually worked therein; pirovided, that the ea�loyer's payroll recorde accurately set forth the time apeat in each classification in r+hich work is performed. The wage detersciination (including any additional classifi- cations and �rage rates conformed under Paragraph b of this clause) and the Davis-Bacon poster shall be posted aC all ticnes by the Contractor and its subcontractors at the site of the work in a promittent and accessible place r+here they can easily be seen by the workers. . Employment of I�ai�orers or Mechanic9 not listed in Aforesaid Kage DeCermination Decision ' (1) The City shall require that any class of laborers or mechanica which is not listed in the rrage determination and rrhich is to be employed vnder this Contract shall be classified in confozmance Kith the +�rage determination. T'he City shall approve a.n additional classification and wage rate and fringe benefits therefor only When the following criteria have been met: (a) (b) The work to be performed by the classification requested is not-performed by a classifi.cation in the wage detezmination; The.classification is utilized in the area by the construction industry; and ' (c) The proposad wage rate. including aay bonafide fringe bene- fits, bears a reasonable relationship to the Wage rates contained i.n the xage determination. (2) Zf the Contractor and the laborers and mechanics to be employed in the classification or their representatives and the City agree on the cla8sification and wage rate, including the amount designated for fringe beaefits, r+here appropriate, a report of the action taken shall be sent by the City to the �ciministrator of the Wage and Hour Division, Employment Standards Administratioa, United States Department of Labor. The Administrator, or an authorized represen- tative, will approve, modify or disapprove every additional classification action within 30 d�ys or receipt and so advise the City vr ti+ill notify the City within the 30-day period that acidition- al time is necessary. -7- � c. (3) In the event the Contractor, the laborers or mechanics to be employed in the classification, and thc City do aot agree on the proposed �classification and wage rate, including the amovnt designated for fringe benefita, where appropriate, the City sha.11 refer the questions, including the reviews of all interested parties and thc recommendations of the City, to the Administrator for determination. The Administrator of the Hage and Hour Divisions, or an authorized representative, vill issue a determination within 30' days of receipt and aiil so advise the City or aill notify the City within the 30-day period that additional time is necessary. (4) The wage rates determined pursuant to the above provisions shall be paid to all workers performing �rork in the classification under this Contract frocn the first day oa which work is performed in the classif�.cation. Fringe Senefits Not �ressed as Hourly Wage Rates LJ �J .,,' � �J L�J' � � � Whenever the minimum wage rate prescribed i.n this Coatract for a class of laborers or mechanics includes a fringe be.nefit which is not expressed as an hourly rate, the Contractor shail either pay the benefit a8 stated in the wage determination or shall pay either bonafide fringe benefits or an hourly cash equivalent thereof. Anticip�ted Costs of Fringe Benefits Zf the Contractor does not make payments to a trustee or third person, he may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing fringe benefits under a plan or program of a type expressly listed in the wage determination decision of the Secretary .of Labor Which is a part of this Contract, provided, however, the SecreCary of Labor has found, upon the �rritten zequest of the Contractor, that the applicable standards of the Davis-Bacon Act have been met. The SecreCary of Labor may require the Contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. A copy of any findings made by the Secretary of Labor �+ith reapect to fringe benefits being provided by the Contractor must be aubmitted to the City aith the first payroll filed by the Contractor subsequent to receipt of the findings. " e. Underpayments of Hages or Salaries The City shall, upon its own action or upon �+ritten request of an authorized representative of the Department of Labor, withhold or cause to be withheld froca the Contractor under this Contract or any other federal contract r+ith the same prime Contractor, or any other federally-assisted contract subject to Davis-Sacon prevailing vage requirements which is held by the 9ame prime Contractor, so much of the accrued payments ar advances as may.be considered necessary to pay laborers and mechanics, including• apprentices, trainees and helpers employed by the Contractor or any subcontractor, the full amount of wages required by this Contract, in the event of Contractor's failure to properly pay any laborer or mechanic, including any apprentice, trainee or helper employed or working on the site of the work, the City may, after �+ritten notice to the prime -8- l�J L�J � l� u �J � � I� � � � �-, U LJ L�J � L�!.J � + I lsJ � � � � LJ IL� � u � � l�J �J Contractor, take auch action as may bc necessary to cause a suspension of any furthcr payment, advance or guarantcc of funds until such violations have ceased. The amount so withheld may be disbursed by the City, for and on account of the Contractor or the subcontractor, to their respective laborers or mechanics to whan the same is due or on their behalf ta plans, funds or programs for any type of fringe benefiC prescribed in applicable Wage determination. � f. Payrolls and Basic Payroll Records of Contractor and Subcontractors (1) Payrolls and basic records relating to the �+ork performed under the tezms af this Contract shall be mai.ntained by the Contractor during the course of the work and preserved far a period of three years thereafter for all laborers and mechanics working at the aite of the �+�ork. Such recorda ehall contain the namc, address and social security number of each such �+�orker, his or hez correct clasaifica- tion, hourly rate of Wages paid (including rates of contributions or costs anticipated for bonafide fringe benefits or cash equivalents thereof) , daily and week2y niuni�er of hours �.rorked, deductions made, and actual wages paid. Nhenever the Secretary of Labor has found that the wages of any laborer or mechanic include the amount � of costs reasona.bly anticipated in providing benefits under a plan or program described by the Davia-Bacon Act, the Coatractor shall maintain records which show that the commitmenL to provide such benefits is enforceable, that the plan or program is financiaZly responsible, that the plan or program has been communicated in vriting to the laborers or mechanics affected, and the cost antiCipated or the actual costs incurred in providing auch.benefits. Contractors ecnploying apprentices or trainees under approved programs 'shall maintain written evidence of the registration of apprenticeship progracas and certification of trainee programs, the registration of the apprenticeships and trainees, and the ratios and wage rates prescribed in the applicable program. (2) (a) The Contractor shall subcnit �reekly a copy of all payrolls to � the City if the City is a party to the Contract, but if the City is not such a party, the Contractor will subcnit the payrolls to the applicant, sponsor, or owner, as the case may be, for transmission to the City. The payroll submitted sha21 set out accurately and completely all of the information� required to be maintained under Paragraph ti) of this Section. The information shall be submitted in a form approved by the City. Tne Contractor ie responsible for the submission or copies of payrolls by all subcontractors. (b) Each payroll submitted shall be accompanied by a"statement of compliance�, aigned by the Contractor or subcontractor or his or her agent Who pays or supervises the payment of the persons employed under the Contract and shall certify the following: (ii That the payroll for the payroll period contains the information required to be maintained under Paragraph (1) of thi9 Section and that such information i9 correct and complete; -9- � � (ii) That each laborer or mechanic ec�loyed on this Contract during the payroll period has bcen paid thc full weekly wages earncd, without rebate, either directly or indirectly, and that no deductions have been made either � directly or indirectly from the full wages earned� other . than permissible deductiona. _ (iii) That each Zaborer or mechanic has been paid not less than the applicable aage rates and fringe benefits or cash equivalent for the classification of work per- formed, as specified in the applicable waqe determina- tioa i.ncorporated into this Contract. (c) The falsification of any of the above certificatioas asay subject the Contractor or subcontractor to civil or criminal proaecution under Sec. 1001 of Title XVZIZ and Sec. 231 of Title XXXI of the iJnited States Code. (3) The Contractor or subcontractor shall make the records required under Paragraph (1? of this section availa.ble for inspection, copying, or transcription by the City or the Department of LaY�or or their authorized regresentatives. The Contractor and subcontractors shall pezmit such repre9entatives to interview emgloyees during working hours oa the job. If the Contractor or subcontractor fails to submit the required records or to make them available, the City may, after written notice to the Contractor, take such action as may be necessary to cause the suspension of any further pa.yment, advance � or guarantee of funds. Flirthermore, failure to submit the required records upon request or to make such records available may be grounds for deba.rment-action pursuant to 29 CFR 5.12. Employment of Apprentices and Trainees � � LJ L� � � ��j J .� , �J L�� t'J � (1} 8pprentices �+ill be permitted to work aC less than the predetezmined ra[e for the work Chey pezformed when they are employed pursuant to and individually registered in a bonafide apprenticeship program regiatered �+ith the U.S. Department of Labor, F�nployment -and Training Administration, Bureau of Apprenticeship and Training, or with a state apprenticeship agency recognized by the bureau, or if a gersoa is ecaployed in his or her first 90 daya of probationary employment as an apgrentice in such an apprenticeship program, who is not individual2y registered in the program, but who has� been certified by Che Bureau of Apprenticeship and Training or a State Apprenticeship Agency to be eligible for probationary employment as an appresitice. The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the Contractor as to Che en�ire Work force under the regiatered program. Any ec�loyee listed ot� a payroll at an apprenticeship Wage rate, Who is not registered or otherr+ise employed as stated above shall be paid not less than Che applicable wage rate on the wage determin,ation for the classif ication�of work actually performed. In addiCion, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the -10- L�J L�J l iJ L�J � � � � [�J C�J LRJ LJ t�. � L!1 l�' LJ �� L� I �'' � L�J �� r+age determination for the 1+ork actually performed. i�there a Contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and aage rates (expressed in percentages of the journeyman's hourly rate) specified in the Contractor's or subcontractor's registered program shall be observed. Every apprentice must be paid at no less than the rate specified in the registered program for the appren- tice's level of progress, expressed as a percentage of the journey- man hourly rate specified in the applicable xage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. Zf the apprenticeship program does not specify £ringe benefits, apprentices must be paid the full amount of fringe benefits Zisted ori the �+age deteratination for the applicable claasification. If the Administrator of the Kage and Hour Divisiou detezmines that a different practice prevaile for the applicable apprentice classificaCion, fringes shall be paid in accordance �+ith that determination. Zn the event the Bureau of Apprenticeahip and Traini.ag, or a atate apprenticeship agency recognized by the Bureau, ti+ithdraws approval of atn apprenticeship program, the Contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an accepta.ble program is approved. (2) Tj-,�j,nees. F�ccept as provided in 29 CFR 5.16, trainees �+ill not be pezmitted to �+ork aC less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program Which has received prior approval, evidenced by formal certification, by the U.S. Department of Labor, �nployment and'IYaining Administration. The ratio of trainees to journeymen on the job site shall not be greater than pezznitted under the plan approved by the E�pioyment and Training Administration. Every trainee must be paid at not less than the 'rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the jouraeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee pzogram. If the trainee program does not mention fringe benefits, trai.nees shall be paid the full amount of fringe benefits lieted on the wage decermination unless the administrator of the wage and Hour Division detern�ines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the aage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate Who is not regis�ered and participatinq in a training plan approved by the E�aployment and Training Administration ahall be pai�d not less than the applicable wage rate on the wage determination for the classifi- cation of �+ork actually performed. In addition, any trainee performing aork on the job site in excess of the ratio persnitted under the registered program shall be paid not Iess than the applicable wage rate on the wage determination of the work actually perfozmed. In Che event the F�nploymenC and Training Adminis�ration withdraws approval of a training program, the Contractor �+ill no longer be permiCted to uCilize trainees at less than the applicable -11- L�J predctermin�d rate for work perfozmed until an acceptablc program ia approved. . h. i. (3) Fct�+,al �►nl.i?�en�OvBor -�ni -v. The uCilizatioa oF apprentices, trainees and journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 GFR Part 30, ' Posting Wage Determination Decisions and Authorized Wage Deductions The applicable wage poster of the Secretary of Labor, United States DeparGment of Labor, and the applicable wage determination decisiona of said Secretary of Labor With respect to the various classifications of laborers and mechanics employed and to be ecaployed upon the work covered by this Contract, and a statement shor+ing all dcductions, if any, to be made from aages actually earned by persons so employcd or to bc ecnployed in such classifications, in accordance with the provisions of this Contract, shall be posted at appropriate conspicuoua points at the site of work. - Claims and Disputes Pertaining to Wage Rates Claims and disputes pertaining to wage rates or to the classificatioa of laborers and mechanics ec�loyed upon the work covered by this Contract shall be promptly reported by the Contractor i.n ti+riting to the City for referral by the latter through the Secretary of Housing and Uzban Development to the Secretary of Labor, United States Department of Labor, whose decision shall be final �+ith respect thereto. .►� .r�r: : a s : . . • r : .a �� : �r :_:! _ : a Contractor wi21 comply aith alI provisions of the Contract Work Hours and Safety �Standards Act (40 U.S.C. 327-332), as supplemented by Department of Labor Regulations (29 CFR, Part 5).� Specificaily, Contractor will comply with the following standards: a. E� Overtime Coc�ensatioa No contractor or subcontractor contracting for any part of the Contract �+ork which may require ar involve the employment of laborers ar mechanics, including watchtnen and guards, shall require or pennit any such laborer or mechanic in any work�+eek in which he or she is emgloyed on such work to work in excess of �0 hours in such workxeek, unless such Iaborer or mechanic receives cocapensaCion at a rate not less than one and one-half times his or her basic rate of pay for all hours worked in excess of 40 hours i.n such workweek. Violation: Liability for Unpaid Wages: Liquidated Damages In the event of any violation of the clause set forth in Paragraph a of this section, the Contractor and any subcontractor responsible�Cherefor shall be liable to any affected ecrg�loyee for his or her unpaid Wages. In addition, such Contractor and subcontractor shall be liable to the United States for liquidated damages. Such liquidated damages shall be computed l �_1 � ��i � O �� LJ � � � � � � Li' � -12- � D Q � � c. D� � a � d. with respect to each individual laborer or mechanic in the sum of $10 for each calendar day on �+hich euch ecnployee aas required or permitted to work in excess of� the standard workweek of �o hours aithout payment of the overtime Wages required by the clause set forth in Paragraph a of this section. idithholding for Unpaid Wages and Liquidated Damages The City shall, upon its own action or upon written reque9t of an authorized representative of the Department of Labor, withhold or cause to be withheld from any monies payable on account of work performed by the Contractor or subcontractor under any contract or any other Federal contract with the same Coatractoz, ar any other Federally-assisted contract sui�ject to the Contract Kork Hours and Safety Standards Act, �+hich is held by the same prime Contractor, such sums as may adrainistra- tively bc determined to be neceasary to satisfy any liabilities of such Contractor or subcontractoz for unpaid aages and liquidated damages as provided in Paragraph b of this section. Subcontracts The Contractor shall insert in ail subcontracts the clauses aet forth in � Paragraphs a,� b, and c of this Section and also a clause requiring the subcontractors to include these clauses in any lower tier subcoatracts which they may enter inCo, together xith a clause requiring this insertion in any further subcontracts tha:t may in turn be made. The prime �. Contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor aith the provisions set forth in this section. � M. � :�: .�/ Contractor Will comply rrith the Child Labor. psovisions of the Fair Labor aStandards Act, 29 U.S.C. 212-319 and that Act's ir�lemenCing regulations. found at 29 CFR 570. This Act prohibits the paid or unpaid employment of individuals under the age of 18 years oa any consCruction project. � � a. Q a n 2� . U � � � � :.i • •:• •� Complaints, Proceedings, or TesCimony by Employees No laborer or mechanic to whom the ti+age, salary, or other la.bor standards provisions of thi.s Contract are applicable shall be discharged or in any other maruier discriminated againat by the Contractor or any subcontractor becauae such employee has filed any comp2aint or instituted or caused to be instituted any proceeding or has testifi.ed or is about to testify in any proceeding under or relating to the labor atandards applicable under this Contract to his employer. Questions Concerning Certain Federal�Statutes and Regulations All questions arising under this Contract which relate to the application or interpretation of (aj the aforesaid AnCi-Kickback Act, (b1 the Contract Work Hours and Safety Standards Act. (c) the aforesaid Davis-Bacon Act, (d) the rcgulation8 issued by the Secretary of Labor, United States -13- t �J c. Q Department of Labor, pursuant to said Acts, or (e) the Iabor atandards provisions of any other pertinent Federal statue, ahall be referred, through the City and the Secretary of Housing and Urban Development, to the Secretary of Labor, United' States Department of Labor, for said Secretary's appropriate ruling or intezpretation which shall be authorita- tive and may be relied upon for the purposes of this Contract. Provisions to be Included in Subcontracta The Contractor or subcontractor shall insert in any Subcontract the above- specified clauses entitled �3. COPELAND ANT2-K7CRRArx Arr,« •q, DAyIS_ BAC.�ON ACT �" " S. CONTRACT HOI�K HOL� S AND S FF�11► STA►dT)A RnC s��■ w 6� �� I,AHQR ACT, ""7 . MiSCEL.LsAtaFOUS PROVISZO2�S' and such other clausea as the City may by appropriate instructions require, and also a clause requiring the subcontractors to include these clauses in aay lower tier subcoa- tracta. The p�ime Contractor sha21 bc reaponsible for comp2iance by any subcontractor or lower tier subcontractor �+ith all the contract clauses cited a.bove. � � Breach of Foregoing Federal Labor Standards Provisions �� I L�J � �' L�� c. In addition to the causes for terminaCion of this Contract, as herein elsewhere set forth. the City reserves the right to terminate this Contract if the Contractor or any subcontractor vhose subcontract covers any of the work covered by thi.s Contract ahall breach any of the foregoing Federal Labor Standards provisions. A breach of these Federal Labor Standards provisions cay also be grounds for debarment, as provided by the applicable regulations issued by the Secretary of La.bor, IIniCed States Department of Labor. �nployment Practices The Contractor shall (1). to the greatest extent practicable, follow hiring and employment practices for work on the project which will provide new job opportunities for the unecRployed and underemployed, and (2) insert or cause to be inserted this provision in each constzuction subcontzact. f. Contract Terminatioa; Debarment A breach of any'of the Acts or regulations specified in Paragraph c, above, cnay be grounds for texmination of thie Contract and for debarment as a Contractor and a subcontractor, as provided in 29 CFR 5.12. g. Disputes Concerning Labor Standards Disputes arising out of the Labor Standards provisions of this Contract shall not be subject to the General Disputea Clause of this Contract. Such disputes shall be resolved in accordance with the procedures af the Department of Labor set forth in 29 CFR, Parts 5, 6 and 7. Disputes, �+ithin the meaning of this Clause, include disputes between the Contractor or any of its subcontractors; and the City,�the U.S. Department of Labor, their employees or repre9entatives. h. Certification of Eligibility L�J � �� l �� L�J C�� l�,' �I � -14- � � � L�J � � LJ L�J � L�1 L■J (1) By entcring into this _Contract, thc Coatractor certifies that neithcr it nor any person or firin who haa an interest in thc Contractor's firm is a person or firm ineligible to be avarded government contracts by virtue of Sections 3(a) of the Davis-Bacon Act or 29 CFR 5.12 (a1 (1) . (2) No part of this Contract shall be eubcontracted to any person or firm ineligible for award of a government contract by virtue of the above-mentioned se�tions. �� . . . �1� . . � : . M a. Contractor shall coc�ly vith all requirements of Section 114 of the Clean Air Act, as amended (42 II.S.C. 1857, et aeq.) . and Section 308 of the Federal Water Pollutioa Control Act (33 U.S.C. 1251, ct seq.) relating to inspectioa, monitoring, entzy, reports and information, aa.well as other requirementa specified in Section 114 and Section 308 of the Air Act and the Water Act, reapectively, and all regulations and guidelines issued thereunder before the avard of this Contract. � b. No portion of the work required by this Contract will be performed in a facility listed on the EPA List of Violating Facilities on the date when this Contract wa9 awarded unless and unti2 the EPA eliminates the name of such facility or facilities from such liating. c_ Contractor ahall use its best efforts to comply With clean air standards and clean water etandards at all facilities in which the Contract is being performed. � d. Contractor shail insert the substance of the proviaions of this clause into any non-exe�pt subcontract, including this Paragraph. � c :• � .r .: ::� Zn all contracta for construction or rehabilitation of residential structures, O the Coatractor and alZ 9ubcontractors shall comply with the Lead-Based Paint regulations found in 24 CFR 35 and shall comply �rith the proviaions for the elimination of lead-based.paint hazards under Sub-Part B thereof. �� 1� LsJ �J �� • : .��: � . w�.rr:aa: : ::� ► : •�: Contractor will comply �+ith the requirements of the City of Fort Worth's Fiscal Department, Intergovernmental Affairs and Grants Management regarding the cocapiling and reporting of atatistical information required by the Federal regulationa outlined above. Specifically, Contractor agrees to submit all completed reports according to the instructions and requirements of the Fort Worth Fiscal Servciea Department/Intergovernmental Affairs and Grants Management, and Contractor understands the failure to do so may be cause for termination of this contract. . -15- «a; • . : .0 : M:�. � .� a�,r..�a.r L!J I certify that I have read and understa.nd thc inforatation r�gardinq a�y � obligations as a Contractor oa a projcct funded by the United States DepartaienC of Housing and Urban Development, �+hich is contained in the preceding Caatract � provisions. i understand that, shouZd Z have any qucstions regarding cay abligations, I�+ill as soon as possible contact the Fort Worth Fiscal Sezvices Department/Intergovernmental Affairs and Grants Management staff cnember who is assigned to manitor this Contract. � � L�J ,� � L�' � � l� ��.�� -, r _�� -, ��, »�� a Contractor By : c_ �1 'j f �3 Titic ��r �� L�J � � � � s_�ocaii�.< nm -16- � LJ CONTRACTOR INFORMATION a PROJECT: �+-� o �o+�-� �� `� Cc � �� ) c i pI� LJ � � � LJ 1. Contractor: ��.�� f� 1 -�4� 2. Address: 1 t? c� �: � A�-x�� 3. City: ��...- � - it� ��f-f � 4. Telephone: �l� ci`��- �� Fax: C�dl ]� �Z-� 8g F j _ S. Federal I.D. #: `'7 �' -' Z� — �'10� ( 6. Officers of the Corporation: President: . �� r�rC.. Racial/Ethnic Ownenhip: —1�whtce Amcrican Vice President: � �.?iBlack American Date DSecretary: . Treasurer: � 7. If sole owner or partnership, list owner (s): � � J � � !J �_� � -1 3 - Native American 4 - H'►spanic American S - Asian/Pacific American 6 - Hasidic Jcw I certify at the time of execution, hereof, n ither my company nor my corporate officers (if incorporated) are listed in the list of Debarred, �uspended, and Ineligible Contractors maintained by the Department of Housing and Urban Development (HUD). .- � � i e � / - r � � � � � � J .� S�i (',�ONTRACTOR �LY�ORMATTON (To be completed by contractor) PROJECT: � 1. Subcontractor: 2. Contract Amount: 3. Address: 4. City: 5. Telephone: - 6. Federal I.D. #: RaciaU Ethnic Ownership: 1 - White American 2 - Black American 3 - Native American 4 - Hispanic American 5 - AsianiPacific American 6 - Hasidic Jew . � Date 0 0 � �- - . � STJBCONTRACTOR INFORMATION , (To be completed by contractor) a � Date �.! . PROJECT: � � � 1. Subcontractor: � 2. Contract Amount: � � 3. Address: 4. City: . D5. Telephone: j"j 6. Federal I.D. #: � � I,J � RaciaU Ethnic Ownership: 1 - White American 2 - Black American � 3 - Native American � � 4 - Hispanic American a 5 - Asian/Pacific American � ' 6 - Hasidic Jew � � . . � � U . U SUBCOlVTRACTOR YNFORMATIOlY (To be completed by contractor) Date PROJECT: 1. SUPPLIER: 2. Contract Amount: 3. Address: 4. City: 5. Telephone: 6. Federal I.D. #: Racial/Etluiic Ownership: 1 - White American 2 - Black American 3 - Native American � - Hispanic American . 5 - Asian/Pacific American 6 - Hasidic Jew 0 a 0 Citv of Fort Worth a- o. a � � � � � � a � Q a 0 � o- 0 SECTION 3 ATTACHMENTS Please Complete and Return Within Seven (� Days /��nmative pction Plan / 9 � c�� a�Fort worth A�firmative Action Plan / 10 ATTACHMENT B SELF- CERTIFICATION FORM SOCIALLY OR ECONOMICALLY DISADVANTAGED Business/ Agency Name: Address: Zip Code � I am a member of the following minority group: (Circle One) � Black American Indian/ Asian/ Spanish - Alaskan Native Pacific Islander Surnamed I own at least 51 percent of the above business: Date: � 1 �-- jGi �� Signature: %� � Title: #>��t� i � SELF-CERTIFICATION FORM NON-PROFIT ORGAIVIZATION This Arganization is a non-profit organization. Business! Agency Name: Address: Zip Code Date: : Signature: Title: Other(Specify) � � � ' � � ' � � � ' r r � 1 � � �� , � • �! � �l u •: r '. ATTACHMENT D Statemcnt of Rcicasc I will not subcontract any work in connection with this project unle'ss I first receive the prior written approval of �-. the Fiscal Services Department, Intergovernmental Affairs and Grants Management Division of the City of Fort Worth. Business/ Agency Name: �1�€�r- ��t.��.l �.��t ti}(� �„�� -� �,� Type of Business/ Organization: �o�o�..t��► ar 1 Address: � � Q �� F°��,�� LLv � 1`� `� � G I, c� (�ity) � (State) (Zip) Signature: � Title: ��'� � � D-1 ATTACHMENT E , PRELIMINARY STATEMENT WORK FORCE NEEDS Contractor's Name Address Date Employment Classification OCCUPIED PERMANENT POSITIONS CONSTRUCTION: Foremen Journeyman Apprentices Laborers GRAND TOTAL TOTAL Ma1e Female VACANT POSITIONS * * NIINORITY* TOTAL � MINORiTY* * Minority Ma1e Female Ma1e Female Male � Female - Black , - Spanish-American � - American Indian/ Alaskan Native - - Asian/Pacific � � Islander � � � ** Show section 3 goals � �� for lower income, area � � � � residents 9111�.under the � � � � Crrand Total lines. ` SUBMITTED BY , �> • - � ' - Title: ��z,�.-�, � � � #..r �..� �.+r �+ � � �+ �+ ...w� � �.+i „r� w.r� �..� ,.� �.� ,�r�r: �.+.E �.+n � � LJ u '�I �� I� � ��l �l � L�J LJ � � L�J STATEMENT OF POLICY ON EQUAL EMPLOYIviENT OPPORTUNITY It will be the policy of this firm to not discriminate against any applicant for employment, or any employee, because of race, creed, color, age, sex, or natural origin. This firm will insure that this policy is continually enforced with regard to employment, promotion, upgrading, demotion, transfer, recruitment, and recruitment advertising, lay off and termination, compensation, training, and working conditions. We will make it understood by all with whom we deal, and in all our employment opportunity announcements that the foregoing is our policy. All applicants and employees will be judged solely on the basis of their skill, devotion loyalty, reliability and integrity. � ��c+.c�t`�� <<. ��D 1wY� C Name �.� Signatur A'�� -�2�S-t"Q.�l�-n�sJ l�c L�J LJ [_�] L�J L�!J ��, ,- r�� 1 �� r� !�J � ��i � LJ � � � u �_-� J . . :- �l/� :_ • : \ . In compliance Executive Order 11246, and Section #3 of the Housing and Urban Development Act regarding Equal Employment Opportunity hereby gives notice that no person in the United States shall on the grounds of race, color, religion, sex, or national origin be denied employment and fiuther assurance is also given that . will immediately take any measures necessary to effectuate this policy will be placed in plain sight on the job location for the benefit of interested parties and all subcontractors aze so notified. All Equal Opportunity posters will be posted as required. � has been appointed as the Equal Employment Opportunity Officer to coordinate company efforts, to advise and assist key personnel and staff, officially serve as focal point for complaints, etc. Attachment #2 reflects present employment of the company and percentage goals for projected hiring and lower-income residents, minorities and women. ' : � :: 1� In accordance with pazagraph 135.20 of Section 3, Attachment #1 reflects anticipated subcontractors needs (by craft) and approximate dollar amounts in each category for the duration of this praject. will use the HUD business regishy, as far as possible in the project area and inform subcontractors of the need to be in the HUD registry. Specific efforts will be made to contact and use minority-owned business to the maximum extent feasible. Section #3 requires that each applicant, recipient, contractor, or subcontractor undertaking work on a Section #3 covered project area or business concerns owned in substantial part by persons residing in the Section #3 covered area and such language will be in each subcontract bid and/or proposal for work� on this project. We will require Section #3 and Executive Order 111246 compliance by covered subcontractors and Section #3 programs form all subcontractors of $10,000 or more. . �y_ _ ) • J � 1 •u ' � ul �s_ y_ : � � To the maximum extent feasible and any subcontractors will use lower-income residents as trainees, apprentices, and workers (if qualified) to complete the work on this project. Special outreach efforts will be made to various public and private recruitment sources as follows: TEXAS EMPLOYMENT COMMISSION: Special emphasis will also be made to recruit minorities and women. and all its subcontractors will determine by craft and/or position the approximate manpower needs to complete the � �� project. The manpower needs will be made known to the recruitment resources named above. Attachment #1 and #2 shall be completed by � ' and each subcontractor to assure that reasonable goals and � target dates aze a formal part of any contract or subcontract. Attachment #2 indicates current work force and shows pro}ect work'force needs and goals for lower-income residents, minorities and women. Attachment #1 is for use in establishing goals as faz as subcontracting is concerned. � � PROMOTION, DEMOTION, PAY RATES, LA�OFFS, ETC. All personnel actions of the company will be made on a nondiscriminatory basis without regard to race, color, religion, sex, or national origin. We will inform each subcontractor of these affirmative action requirements and insure compliance. REPORTS AND RECORDS The company will submit all reports required in a timely fashion.. The company shall also assure that all subcontractors shall submit required reports as needed in the same timely fashion. ' - � Company Name By: Title: � � � � � � � � f� � i� ,� � � � � � � � � J � � �MPLO�'MENT T'he area or recruitment of the company is Tarrant County, Texas. The company has su�cient personnel at the present time to perform the work, however, recruitment will not be necessary except for replacement and this has generally been the.situation for the past several y.ears. In the event replacement employees or temporary additional help is needed, the company prefers to obtain these through referral of existing employees. A very large percentage of the employees of this company have been obtained in this manner. In the few instances where this has been the case, newspaper advertising, Texas Employment Commission and other agencies have been used. Regardless of the methods used by the company to obtain personnel when needed, the fact that the company is an Equal Opportunity Employer is clearly and strictly stated. With respect to training, the company feels that talented individuals, regazdless to race, color, sex, religion, or creed should be given the right to advance and therefore encourages and assists in their development Several employees have completed on the job training and have advanced from unskilled laborers to concrete finishers, form setters, curb machine operators, backhoe operators, motor grader operators, and loader operators. Most of these employees are of the minority races. The Company feels that on the job training has been a very productive program and shall continue this program in the future. Two of our five foremen aze of the minority group. One of these men started out as an unskilled laborer. 3 �OUAL EMPLOYMENT OPPORTIJ�V�TY POLICY It is the policy of - to afford opportu�ity for employment to all individuals regazdless to race, color, religion, sex, or national.origin. The Company is basically committed to this policy by'our status as a Federal Government Contractor. Therefore, the company will take affirmative action to insure that it will... - ' 1. Recruit, hire, transfer; train, and promote all job classifications without regard to race, color, religion, sex, or national origin. 2. Base decisions on employment so as to further the principle of equal employment opportunity. . 3. Insure that promotion decisions aze in accord with the principle of equal - employment opportunity by imposing only valid requirements for promotional opportunity. 4. Insure that all personnel actions, such as compensation, benefits, transfers, layoffs, company-sponsored training, education, tuition assistance, social and recreation programs and retirement will be administered without regard to race, color, creed, religion, or national origin. Specifically, the company shall adopt the following policy guidelines to insure elimination of sex discrimination: � 1. No positions in the company are designed as being restricted to one sex or the other. The company places no limitations on whether a male or female occupies a position. 2. There is no distinction made between married and unmarried members of one sex or the other. 3. There is no exclusionary practice or policy regarding women with young children. 4. The policy regarding sick leave applies to females (even though they may absent for childbearing) is the same as that for males. 5. There is no distinction made between male and female employees regarding age, as long as they aze at least 18 years of age. 6. Ensure that all facilities and company activities aze non-segregate except as separate or single-user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. In addition, the company recognizes and accepts the responsibility to increase, by taking �rmative action, employment opportunities for the handicapped. These actions shall consist of the actions previously described for insuring equal employment opportunity, targeted toward assisting the handicapped employees, and reasonable accommodations of our job requirements to the physical and mental limitations of our employees. 4 � L�J � LJ �i f� u �J � Li � The company shall also take �rmative action to increase employment opportunities for Vietnam-Veterans. These actions shall consist of those actions previously described for insuring equal employment opportunity targeted toward assisting handicapped Vietnam- Veterans. The successful achievement of a nondiscriininatory employment program requires a maximum of cooperation between inanagement and employees. In fulfilling its part in this cooperative effort, management is obliged to lead the way by establishing and � implementing affirmative procedures and practices which will insure our objectives, mainly, equitable employment opportunity for all. The equal employment opporhmity director is designed to direct the establishment of and to monitor, the implementation of personnel procedures to guide our �rmative action program, and has the responsibility for designing and implementing audit and reporting systems that will keep management informed on a monthly basis of the status of the equal employment opportunity area. We believe this record indicates a successful, non-discriminatory training program. �MPLOY�FNT RECORDS. In the employrnent of additional personnel, does and will continue to take af�irmative action insuring that such employment will be accomplished so that equal employment opporhuiities are available without regard to race, color, creed or national origin. . Advancement and promotion within the company, determination of rates of pay, will be � deternuned according to the working ability of that person, and not with regazd to race, color, creed, or national origin. � �� !J � � I� There shall be no segregation of any kind in the company operation. All employees, without discrimination, will be encouraged to improve their skills and abilities and will be rewarded with advancement should openings of a higher level occur and they have the qualifications. All personnel involved in hiring, supervising or dischazging employees shall strictly adhere to these policies and will be responsible to the management of � 5 ,• � �u 1►_ �► 1► _►�' • I.. . r It is the policy of N��o��`��,��•�,�n �-�� , to take affirmative action in affording equal employment opporlunity to all qualified persons without regazd to race, color, sex, creed, or national origin. . This includes, but not limited to the following: � Hiring, Placement, Upgrading, Transfer, or Demotion, Recruitment, Advertising or Solicitation for Employment, Treatment during employment, Rates of Pay or other forms of Compensation, Selection of Training, including Apprenticeship, and Layoff or Termination. It is further policy of this. company to cooperate to the fullest extent ��ith the applicable regulations of the Civil Rights Act of 1964 and Executive Order No. I 1246. This policy pertains, so far as the responsibility of this company is concerned, to any arrangement under which employees, including apprentices, and trainees, are selected or referred to work. By: �- . Signature . `��.,� •��r,c`�` Name Title: �rz,�t f�-�i Date: 6 {-I l� � � l�l C�I � F� �� !J � � 0 � �•I � i� � � • � , � • _ _ � • _ ' • ' _ �t,t�nr�. �1VC t►.l�r.� ��an � � rJ (►1�certifies that we do not and will not at any time maintain or provide for our employees any segregated facilities at any of our establishments, and that we do not permit our employees to pei�form their services at any location, under our control, where segregated facilities are maintained. �g��.��,� -��a� (��,yy� �,�grees that a breach of this Certification is a violation of the Equal Opportunity Clause in this contract. . As used in this certification, the term "Segregated Facilities" means any waiting rooms, work azeas, restrooms.and washrooms, storage or dressing azeas, pazking lots, drinking fountains, recreation or entertainment azeas, transportation and housing facilities provided for employees which aze segregated by explicit directive or are in fact segregated on basis of race, color, religion, sex, or natural origin, because of habit, local custom, or any other reason. � At��.�,,`�D 1,,� �,��,��.-��,�, agrees that we will obtain identical certifications from any proposed subcontractors prior to the award of any subcontract exceeding $10,000, which aze not exempt from provisions of the Equal Opportunity Clause, and that we will retain such certification in our files. � �;� ,. . - r_�. �► ' 1 � . �'rz-��'-�� Title Date � � 'J LJ � � � � � � SECTION 3 CLAUSE 24 CFR, PART 135.20 AND HUD GRANT AGREEMENT ------------------------------------------------- Every applicant, recipient, contracting party, contractor and subcontractor shall fncorporate wfth a Section #3 covered project, the following clause (referred to as a Section.#3 Clause): A. The work to be performed under this contract is on a project ass.isted under a program providing direct Federal financiai assist-ance from the Department of Housing and Urban Development and is subject to the requirements of Section �3 of the Housing and Urban Development Act of I968, as amended 12•U.S.C. 170Iu. Section #3 requires that to the greatest extent feasible opportunities for training and employment be given lower-income residenis of the projec� area adn contracLs for work are located in or owned :n substantial part by persons residing in the area of the project. B. The parties tc this contract will comply with the provisions of said Section #3 and the regulations issued pursuant thereto by the Secretary of Housfng and Urban Development set forth in 24 CFR 135 and all applica]�le rules and orders of the Department issued thereunder prior to the execution oi this contract. The parties to this contract cerLify and agree that they are under no contracLual or other disability which would pjrevent them from complying wlth these requirements. �C. The contractor will send to each labor organi�ation or representative of workers with which he has a collective bargaining agreement or other cor.tract or understanding, if �any, a notice advising Lhe said labor organization or worker's representative oi his commitments under this Section �3 clause and (""� shall post copies of the notice in conspiocuous places available to employees i,_( and applications �or the employment training. LJ � L.i � L� � � D. The contractor will include thfs Section #3 clause in every subcontract tor�work in connection with tYie project and will, at Lhe�directlen of the applicant for or recipient of Federal financial assistance, take appropriate action pursuant to the subcontract upon a findinq that the subcontractor is in violation of requlations fssued by the Secretary of Housing Urban Development, 24 CFR 135. � The contrac*or will not subconLract with any subcontractor where it has notice or knowledge that the latter has been �ound in violation oi regulation� under 24C£R 135 and will nat Iet am� subcontractor unless the subcontractor has tirst provided it with a preliminary statement o� ability to comply with the requirements of -these regulatfons. E. Compliansce with the provisions of Section �3, the regulations set forth in 24 CFR 135, and all applicable rules and orders oE the Departmen� issued thereunder pr i�r to Lhe execut ion of the contract shal l be a �ondi L ion of the Federal financial assistance �rovided to the pro�ect binding upon the applicant, or rec:pient, its contractor's, and subcontractors, i�s successors and assigns to ti�ese actions speciEied 1�� the grant or Ioan agreemenL or contract through whlch Federal assistance is provided and to such sanctions as are specified by 24 CFR 135. � L�l U. S. DEf'ARTMENT OF HUUSING AND URBAN OEVELOPMENT COMMUNITY OEVELOPMENT BLOCK GRANT 1NPUT SUBCONTRACTOR'S CERTtFiCATYON COIICERNING LA60R STANDAROS ANO PREVA[UNC WAGE REQUiREMENTS 70 (Ilpp�oaule RecxpenV c�o . The undersigned, having executed a contract witfi flate . ' P�oject Numb� (If anyj Project Nar�ie � (Name of Corttractor or Subcontractor) �� • _ _ -:. (NatUre of Wotk) In the amount oi S �n the construction of the above-iden 'trfied project. certifies tfiar {a) The Labo� Standards Provisions of The Contract foc Construdion are 'sncluded in the afo�esaid contracL L�J �' J � � � � E+�J � {b) Neithec he no� any firm, carparation. pactnership� or association in wfiich he has a substantia! lnterest is �� designated as an ineC�gibSe contractoc by the Conzptrntfer Genesal of tne United States pursuatrt to Sect,ion 5.6{b) oi ti�e Regutatior�s of the Secretacy of labor, pa�t 5{29 CFR. Part 5), or gursuant to Sec�iocs 3(a) of the Davis- 8acon Ac� as amended (40 U.S.C. 2T6a{a)�. . .� • � (c) No pa�t of the aforementioned contraci has bee� or witt be subcontracted to any subcontracto� if sucfi , subcontrador or any fum, corporation, partnerstiip or association in whicf� sucfi subcontractor has a substan8al + interest is designated as an ineGgible contracto� pursuant to the aforesaid regutatory oc statutory provisions. i� He agrees to obtain and forward to the contractor� fo� Vansrrirttal to the recipient, within ten days aftet t�e execution of � i a s i y l a w e r s u b c o n t r a c i, a S u b c o n t r a c t o� s C e r ti f i c a t i o n C o n c e m i n g L a b o r S t a n d a r d s a n d P r e v a i l i n g W a g e R e q u i r e m e n t s, �," j executed by the {ower 6e; subcantractor. in duprcate. �� {aJ The workmen witl �epo�t far duiy on o� about He certifies tf�a� (Nature of wock) in the amount of S {a) The legat name and the business address of the undersigned a�e: {b) The undersigned is: 1) p Single Proprietorship: (3) A Corporation Organized in the Stat�of: TEXAS 2) A Partnerst�ip: (4) Otf�e� Orgasi¢a6os� (Oesaibe) � � �- - � • � � � � � � p_ ��j The name. Utle and address of the owner. partners or officers of the undersigt�ed are: ' . �rae Tltfe Address � _. . . � � ~ _ .: � . U � � � � . � � (d) The names and addresses of alt other persons. both naturat and carpocate. having a substantia! interest in the undersigned, and the nature of the interest ace (lf none. so state): � ne Addr�e.ss Natune oflntenest � . � � a � � � � �. � � � �� a ._ � . . ] . . .. .__ � - � (ej The names, addresses and trade dassifications of ait otf�e� buitdit�g coastcudioa coatractocs tr� wh� Lhe � undersigned has a substantial icite�est ar�e ("rf na�e. so state): fam� Add�ess Nattrna otlater�esf � a � .. � � - .� , a � � � � � � - � � . , . � � � ..__ -. a . � � � � .� ��,��„� �� .d� ��G � �ontracto�) . . _r . � � r�� - - �rs�..3�-�Sl ,v \�Sl 1'f�' ��1 �i�� (S'sgnatvfe} " . (TYPed Name and Title) � � - ' Yj(ARNiNG � S. Crimnal Code. Section 1010� Titfe 18� U.S.C. Pcovides in par� "VVhoever ... makes� passes, atters� publishes any statement, knowing the same to be false _.. shal! be'fined not more tfia� �5.000 or � �risio�ed not more than two years� or both." � .:l a:�d� .�:�r:�aA�vv.r�e.nz�:_tiJFJQO[' P 1� , r � - -• � ., _.•_;:-+:.•�i� ._ — o i , � LJ 0 LJ L�1 � f� � I� L�J � � � � � � � � !�J � � C01�110 CO�i1MUAl1TY CENTER RENOVATION SECTION 01045 CUTTING AND PATCHING PART 1 - GENERAL 1.01 SUMMARY A. Provide cutting and patching work to properiy complete the work of the project, complying with requirements for: 1. Structural work. 2. MechanicaUelectrical systems. � 3. Vsual requirements, inciuding detailing and toleraces. 4. Operational and safety limitations. 5. Fire resistance ratings. . 6. Inspection, preparation, and performance. 7. Cleaning. � B. Do not cut and patch in a manner that would result in a failure of the work to perform as intended, decreased energy performance, increased maintenance, decreasedoperational life, or decreased safety. - PART 2 - PRODUCTS 2.01 MATERIALS A. Match existing materials for cutting and patching work with new materials conforming to project requirements. PART 3 - EXECUTION � 3.01 INSTALLATION A. Inspect conditions prior to work to identify scope and type of work required. Protect adjacent work. Notify Owner of work requiring interruption to building services or Owner's operations. B. Perform work with workmen skilled in the trades involved. Prepare sample area of each type of work for approval. � C. Cutting: Use cuttirg tools, not chopping tools. Make neat holes. Minimize damage to adjacent work. Check for concealed utilities and structure before cutting. D. Patching: Make patches, seams, and joints du�able and inconspicuous. Comply with tolerances for new work. E. Clean work area and areas affected by cutting and patching operations. END OF SECTION • � � � CUTTING AND PATCHING 01045 -1 � � � IJ � �LJ L�7 � �� L!1 ,� �� I � ■' � � � � � COMO COMMUNITY CENTER RENOVATION SECTION 02050 DEMOLITION PART1-GENERAL 1.01 SUMMARY A. Building and Site Demolition: 1. Demolition of building structures. 2. Demolition of site improvements including paving, curbing, site walls, and utility structures. 3. Demolition of-below-grade foundations and site improvements to depth to avoid conflict with new construction or site work. 4. Removal of hollow items or items which could collapse. 5. Protection of site work and adjacent structures. 6. Disconnection, capping, and removal of utilities. 7. Pollution control during building demolition. 8. Removal and legal disposal of materials. B. Selective Demolition: ' 1. Selective demolition of interior partitions, systems, and building components designated to be removed. 2. Selective demolition of exterior facade, structures, and�components designated to be removed. 3. Protection of portions of building adjacent to or affected by selective demolition. 4. Removal of abandoned utilities and wiring systems. 5. Notification to Owner of schedule of shut-off of utilities which serve occupied spaces. 6. Removal and legal disposal of materials. C. Work of Prior Separate Contract: 1. Removal of asbestos or materials containing asbestos. 2. Removal of hazardous materials. D. Asbestos ar�d hazardous materials demolition or removal work is not part of this contract. 1.02 SUBMITTALS A. Submit for approval selective demolition schedule, including schedule and methods for capping and continuing utility service. 02050-1 COMO COMMUNITY CENTER RENO VA TION 1.03 QUALITY ASSURANCE - A. Comply with governing codes and regulations. Use experienced workmen. 1.04 PROJECT CONDITIONS A. Immediate areas of work will not be occupied by Owner's personnel during selective demolition. PART 2- PRODUCTS - Not Applicable To This Section PART 3 - EXECUTION 3.01 DEMOLITION A. Do not damage building elements and improvements indicated to remain. Items of salvage value and not included on schedule of salvage items to be retuned to Owner shall be removed from structure. Storage or sale of items at project site is prohibited. B. Do not close or obstruct streets, walks, drives or other occupied or used spaces or facilities without the written permission of the owner and the authorities having jurisdiction. Do not interrupt utilities serving occupied or used facilities without the \Mitten permission of the owner and authorities having jurisdiction. If necessary, provide temporary utilities. C. Cease operations if public safety or remaining structures are endangered. Perform temporary corrective measures until operations can be continued properly. 3.02 SCHEDULE � A. Items for Protection During Demolition and Construction. 1. Designated site improvements, trees, and�plantings. 2. Adjacent construction. 3. Partitions and doors as per plans B. Items to be Salvaged for Reinstallation: 1. N/A C. Items to be Salvaged for Delivery to Owner: 1. Doors and hardware 2. Toilet accessories. 3. Light fixtures. 4. Plumbing fixtures. D. Utilities Requiring interruption, Capping, or Removal: 1. Electric. 02050-2 l�i � 2. Heat. � 3. Water 4. Gas. � 5. Sewerage. � L�J [� � � � I f� LRI � � �� I� I� �� COMO COMMUNITY CENTER RENOVATION END OF SECTION 02050-3 � � l�l GJ � � � � � � � � � � � � � � � COMO COMMUNI TY CE�1 T�R RENOVATIOIV SEC710N 02200 EARTHWORK � PART 1 - GENERAL 1.01 SUMMARY A. Perform excavation, filling, compacting and grading operations both inside and oufside building iimits as required for below-grade improvements and to achieve contours and elevations indicated. Provide trenching and backfill for mechanical and electrical work and utiiities, B. Provide subbase materials, drainage fill, and common fill materials for slabs, pavements, and improvements. C. Provide suitable fill from offsite if on-site quantities are insufficient or unacceptable, and legally dispose of excess fill offsite. D. Provide rock excavation without blasting unless blasting is specifically authorized. 1.02 SUBMITTALS � A. Submit for approval test reports, list of materials and gradations proposed for use, 1.03 QUAL(TY ASSURANCE A. Compaction: 1. Under structures, building slabs, steps, pavements, and walkways, 95 percent maximum density, ASTM D 1557. 2. Under lawns or unpaved areas, 90 percent maximum densify, ASTM D 1557. B. Grading Toterances Outside Building Lines: 1. Lawns, unpaved areas, and walks, plus or minus 1 inch. 2. Pavements, plus or minus 1/2 inch. C. Grading Tolerance for Fill Under Building Slabs: Plus or minus 1/2 inch measured with 10 foot straightedge. , PART2-PRODUCTS 2.01 MATERIALS A. Subbase material: Gravel or crushed stone graded for intended use as subbase for paving materials specified. B. Drainage fill: Washed gravel or crushed stone,-1/4" to 3%4" size; ASTM C33, Size 67, C. Common fill: Mineral soil substantially free from organic and unsuitable materials, and free from rock or gravel larger than 2" in diameter; 80 percent passing No. 40 sieve and not more than 50 percent passing No. 200 sieve. EARTHWORK 02200 -1 COMO COMMUIVITY CENTER RENOVATION D. Structural fill: Gravei or sandy gravel free of organic and unsuitable materials and within the following gradation limits: 4" sieve, 100 percent finer by weight; 1" sieve, 60 to 100 percent; No. 4 sieve, 25 to 85 percent; No.20 sieve, 10 to 60 percent; No. 50 sieve, 4 to 35 percent; No. 200 sieve, 0 to 5 percent. PART 3 - EXECUTION 3.01 INSTALLATION A. L'-� Excavation is uncfassified and includes excavation to subgrade regardless of materials encountered. Repair excavations beyond elevations and dimensions indicated as follows: 1: At structure: Concrete or compacted structural fill. 2. Elsewhere: Backfill and compact as directed. Do not perform work without written authorization from the Owner if subgrade material is unsuitabfe for intended use. C. Maintain stability of excavations; coordinate shoring and bracing as required by authorities having jurisdiction. Prevent surface and subsurface water from accumulating in excavations Stockpile satisfactory materials for reuse, allow for proper drainage and do not stockpile materials within drip line of trees to remain. D. Compact materials at the optimum moisture content as determined by ASTM D1557 by aeration � O� 1�'�•`.`•.I.^:� t0 th� f0i�Q1','!R� rarrgnt��og rnf fii?Y.�f7ll!!:"! CI!}' �`�'ilSlt`f: 1. Structure, Pavement, Walkways: Subgrade and �ach fill layer to 95% of maximum dry density to suitable depth. 2. Unpaved Areas: Top 6" of subgrade and each fill layer to 90% maximum dry density. E. Place acceptable materials in layers not more than 8" loose depth for materials compacted by heavy equipment and not more than 4" loose depth for materials compacted by hand equipment to subgrades indicated as follows: F G. H. 1. Structural Fill: Use under foundations, slabs on grade in layers as indicated. 2. Drainage Fill: Use under designated building slabs, at foundation drainage and elsewhere as indicated. 3. Common Fill: Use under unpaved areas. 4. Subbase Material: Use under pavement, walks, steps, piping and conduit. Grade to within 1/2" above or below required subgrade and within a tolerance of 1/2" in 10'. Protect newly graded areas from traffic and erosion. Recompact and regrade settled, disturbed and damaged areas as necessary to restore quality, appearance, and condition of work. Control erosion and windblown dust. Dispose of waste and unsuitable materials off site in a legal manner. END OF SECTION EARTHWORK 02200 - 2 l!7 � � �� I� � �!1 t�J � �] � � � � � � L1 LJ I �J COMO COMIifIUfVITY C�fVTFR RENOVATION SECTION 02�11 HOT-MIXED ASPHALT PAVING PART 1 - GENERAL 1.01 SUMMARY A. Provide hot-mixed asphaft paving over prepared subbase: 1. Roads. 2. Parking areas. 3. Driveways. 4. Walkways. 5. Curbs and gutters. B. Provide striping for parking, roadway, and handicapped markings. 1.02 SUBMITTALS A. Submit for approval product data, test reports. 1.03 QUALI7l' ASSURANCE . A. Compiy with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar ser�ice for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Construction Tolerances: 1. Base Course Thickness: Within 'l12 inch. 2. Surface Course Thickness: Within 1/4 inch. 3. Base Course Surtace Smoothness: Within 1/4 inch. 4. Surtace Course Surface Smoothness: Within 3/16 inch. No ponding acceptable. 5. Crowned Surfaces: Within 1/4 inch from template. PART2-PROCUCTS 2.0� PRODUCTS A. Asphalt-Aggregate Mixture: Plant-mixed, hot-laid asphalt- aggregate mixture, ASTM D 3515, complying with local DOT and DPW regulations. B. Prime Coaf: Cut-back asphaft, ASTM D 2027. � � C. Tack Coat: Emulsified asphaft, ASTM D 977. . D. Herbicide Treatment: Commercial chemical for weed control registered by Environmental Protection Agency and acceptable to authorities having jurisdiction. E. Lane and Parking Area Marking Paint, Yelfow Co(or: Alkyd-resin type, ready-mixed, AASH70 M 248, Type I. HOT-MIXED ASPHALT P'AVING 02511 -1 n COMO COMMUNI TY CENTER RENOVATION F. Lane and Parking Area Marking Paint, White Co(or: A(kyd-resin type, ready-mixed, AASHTO M 248, Type I. , PART 3 - EXECUTION 3.01 INSTALLATION A. Aspha(t/Aggregate Mixture: Compfy with locaf OPW Standard Specifications for Highways and Bridges. Ciass as required by loading and use. B. Remove loose material from compacted subbase. Proof roll and check for areas requiring additional compaction. Report unsatisfactory conditions in writing. Beginning of work means acceptance of subbase. C. Apply prime coat to prepared subbase. Apply tacic coat to previous laid work and adjacent in- place concrete surfaces. . D. Place asphalt concrete at minimum temperature of 225 degrees F in strips not less than 10' wide overlapping previous strips. Complete entire base course before beginning surface course. E. Construct curbs to dimensions indicated or if not indicated fo standard shapes. Provide fack coat between curb and pavement. . F. 6egin rolling when pavement can w+thstand weior�t of roller. Roil whi!e sti!! ho: to obt�i;� maximum density and to eliminate roller marks. � G. Provide 4" lane and striping paint in uniform, straight tines. Provide wheelstops where indicated and securely dowel into pavement. Protect work from traffic and damage. H. Test in-p(ace aspl�alt work for thickness anci smoothness. Remove and rep(ace defective work and patch to eliminate evidence of patching - END OF SECTION HOT-MfXED ASPHALT PAVING 02511 -2 � � ,� � � r� L�.! O � LJ � O � �� ,1 � �� L�J LJ !� l�J � PART 1-GENERAL 1.01 SUMMARY COMO COMMUNITY CENTER RFIVOVATION SECTION 03300 CAST-IN-PLACE CONCRETE � A. See General Notes II. Concrete on S-1. Provide cast in place concrete for new slab. 1. Footings, foundations and exterior stairs and landing. � 1.02 SUBMITTALS A. Submit for approval shop drawings, product data, mix design proposed for use, mock- � ups, test reports. 1.03 QUALITY ASSURANCE � A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installer. Deliver, handle, and store materials in accordance with � manufacturer's instructions. B. Testing: Employ an independent testing agency acceptable to Owner to design concrete � mixes and to perform material evaluation tests. Provide 7 and 28 day cylindertests. Comply with ASTM C143, C173, C31 and C39. � C. Standards: � 1. ACI 301, Specifications for structural Concrete for Buildings. � 2. ACI 318, Building Code Requirements for Reinforced Concrete, and CRSI Manual of Standard Practice. � D. Testing: Independent testing laboratory. By owner. E. Floor Flatness and levelness Tolerances: � 1. Subfloors Under Materials Such as Concrete Toppings, Ceramic Tile, and Sand Bed Terrazzo: ACI 302.1 R and ASTM E 1155, floor flatness (F� of 15, floor levelness (FI) of 13. � 2. Subfloors Under Materials Such As Vnyl Tile Epoxy Toppings, Paint, and Carpet: ACI 302.1 R and ASTM E 1155, floor flatness (F� of 20, floor levelness (FI) of 17. � PART2-PRODUCTS 2.01 PRODUCTS � A. Concrete Design Mixes, ASTM C 94, 28 Day Compressive Strength: � 1. Columns, Beams, Walls, Foundations, and Footings:-3000 psi � 03300-1 COMO COMMUNI TY CENTER RENOVATION 2. Slabs on Grade: 3000 psi 3. Concrete on Metal Deck: 3000 psi - B. Formwork: Plywood or metal panef formwork sufficient for structurai and visual requirements. � C. Reinforcing Materials: 1. Reinforcing Bars: ASTM A615, Grade 60, deformed. 2. Steel Wire: ASTM A82 3. Steel Wire Fabric: ASTM A 185, welded. D. Concrete Materials: ASTM C 150, Type I, Portland cement; potable water. 1. Normal weight aggregates, ASTM C33. E. Concrete Admixtures: Containing less than 0.1 percent chloride ions. 1. Air-Entraining Admixture: ASTM C260, for exterior exposed concrete and foundations exposed to freeze-thaw. . F Auxiliary Materials: 1. Liquid Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class A G. Concrete Finishes for Monolithic Slabs: 1. Trowel finish for surfaces to be exposed to view or covered with resilient flooring, carpet, tile or other thin finish system. PART3-EXECUTION 3.01 INSTALLATION A. Comply with ASTM C94. Do not change mix design without approval. Calcium chloride admixtures are not permitted. • B. Chamfer exposed edges/corners to provide straight lines. C. Tolerance: Plus 1!8" in 10' forgrade, alignment, and straightness. D. Construction Joints: Use keyways, continue reinforcement through joint. E. Expansion Joints: For exterior work locate 30' o.c. at approved locations. Provide smooth dowels across joint which permit 1" horizontal movement and no vertical shear movement. F. Isolation Joints: Provide between slabs and vertical elements such as columns and structural walls. G. Control Joints: Provide sawn or tooled joints or removable insert strips; depth equal to 1/4 slab thickness. Spacing as required and approved. 03300-2 a COMO COMMUNITY CENTER � RENOVATlON H. Wail Finishes: As-cast and patched for concealed work; rubbed smooth, filled and cement paste coated for exposed work. � I. Slab Finishes: Obtain sample approval before beginning work. � 1. Trowel: Hard, smooth, uniform surface for areas to receive resilient flooring, carpet, or other thin finish material. 2. Broom: Aftertrowel finishing, roughen surface byfine brooming perpendicularto � traffic direction for exposed exterior walks, steps and ramps. 3. Hardener Finish: For exposed interior concrete floors. Follow manufacturer's � directions. � J. Cure and protect work. Report defective work in writing. �} END OF SECTION �l � � L�7 L� �� 1 � �� i� �1 � � 03300-3 � !�' [� � C�� [�J � L�] � �� l!I � �� I� ,`, �I � � COMO COMMUN/ TY CENTER RENOVATION SECTION 04000 UNIT MASONRY Part 1. General 1.1 Related Documents: The conditions of the contract and applicable requirements of Division 1 govern this section. 1.2 Description Of Work: A. Work Included Provide Unit Masonry work as shown or specified. 1.4 Quality Assurance A. General Obtain units from one manufacturer, cured by one process and of uniform texture and color for each type required, for each continuous area and visually related areas. Do not change brands of masonry mortar materials during the course of the work. B. Codes Comply with the applicable requirements of governing authorities and codes for the types of masonry construction shown. 1.5 Submittals: A. Manufacturer's Data Submit copies of manufacturer's data for each type of masonry unit and mortar material required, including certified copies of laboratory test reports and other data as may be required to show compliance with the specified requirements. 1.6 Job Conditions: A. Masonry Protection 1. Protect masonry materials during storage and construction from wetting by rain, snow or ground water and from soilage or intermixture with earth or other materials. 2. In exposed work, do not use masonry units with chips, cracks, voids, discolorations, or other defects which might be visible or cause staining in the finished work. 3. Protect partially completed masonry against weather, when work is not in progress, by covering top of walls with strong, waterproof, non-staining membrane. Extend membrane at least two feet (0.61 m) down both sides of walls and hold securely in place. 1.7 Material Storage: 04000-1 COMO COMMUNI TY CENTER RENOVAT/ON A. Store mortar materials in a dry location, off the ground, and under waterproof cover using treated tarpaulins, bituminous felt paper, or polyethylene sheets. Part 2. Products 2.1 Materials: Face Brick to match existing Part 3. Execution 3.1 Inspection: Examine substrates and adjoining construction, and conditions under which work is to be installed. Do not proceed with Work until unsatisfactory conditions detrimental to the proper and timely completion of the work have been corrected. 3:2 Installation: A. General 1. Thickness - Build cavity and composite walls, floors and other masonry construction to the full thickness shown. . 2. Provide weep holes in head joints of first course of masonry immediately above concealed flashings. Space 24 in. (0.61 m) o.c., unless otherwise shown. B. Mortar Types: 1. Unless otherwise specified, provide mortar as specified in Section 04000 for the following conditions. a. Use Type M mortar for structural requirements and for grouting reinforcing steel in masonry lintels. b. Use Type S mortar for exterior work. c. Use Type N mortar for interior work. D. Mortar Bedding and Jointing 1. Lay solid masonry units with completely filled bed and head joints. Butter ends with sufficient mortarto fill head joints and shove into place. Do not slush head joints. 2. Lay hollow masonry units with full mortar coverage on horizontal and vertical face shells. Bed webs in mortar in starting course on floor slabs, footings and foundation walls and in all courses of piers, columns and pilasters, and where adjacent to cells or cavities to be reinforced or filled with concrete or grout. 3. Tool exposed horizontal joints deeply concave, unless otherwise shown. Rake out mortar in preparation for application of sealants where required. E. Horizontal Joint Reinforcing 04000-2 L�] � L�' � L�J O � L�J � �] � � L� � COMO COMMUNI TY CENTER REIVOVATION 1. Provide continuous horizontal joint reinforcing spaced 16 in (0.40m) on center and as shown and specified under Masonry Accessories section. 2. Provide continuity at corners and wall intersections by use of prefabricated "L" and "T" sections. Cut and bend units as directed by manufacturer for continuity at returns, offsets, column fire proofing, pipe enclosures and other special conditions. 3. Reinforce masonry openings greater than 12 in. (0.3 m) wide, with horizontal joint reinforcing placed in 2 horizontal joints approximately 8 in. (0.1 m) apart, immediately above the lintel and immediately below the sill. Extend reinforcing a minimum of 2 ft. (0.61 m) beyond jambs of the opening, bridging control joints where provided. F. Anchoring Masonry Work 1. Provide anchoring devices of the type shown and as specified under Section 04150, Masonry Accessories. if not shown or specified, provide standard type for facing and backup involved. G. Anchor single wythe masonry veneer to backing with metal ties as follows: 1. Anchor veneer to structural members with metal anchors embedded in masonry joints and attached to structure. Provide anchors with flexible tie section unless otherwise shown. 2. Space veneer anchors as shown, if not shown, space not more than 16" vertically and 32" horizontally staggered - use corrugated ties. Provide additional anchors within 1 ft. 0 in. ( 0.3 m) of openings and space not more than 3 ft. 0 in. ( 0.9 m) around perimeter. H. Control and Expansion Joints 1. Provide vertical expansion, control and isolation joints in masonry where shown. Build-in related items as the masonry work progresses. Rake out mortar in preparation for application of sealants. . 2. Control Joint Spacing - If location of control joints are not shown, place vertical joints not to exceed 35 ft. (10.67 m) o.c. Locate control joints at points of natural weakness in the masonry work. I. Lintels 1. Provide steel lintels where shown. � 2. Provide masonry lintels where shown and wherever openings or more than 12 in. (0.3 m) are shown without structural steel or other supporting lintels. Provide precast or formed in place masonry lintels. Thoroughly cure precast lintels before handting and installation. Temporarily support formed-in-place lintels. C� i� �� a. Unless otherwise shown, provide one horizontal reinforcing bar for each 4 in. of wall thickness, of size-number not less than the number of feet of opening width. b. For hollow masonry unit walls, use specially formed U-shaped lintel units with reinforcing bars placed as shown, filled with Type M mortar. 3. Provide minimum bearing at each jamb of 8 in. (0.2 m). 04000-3 COMO COMIVI UNl TY CENTER RENOVATION J. Reglets Install reglets and nailers for flashing and other related work where shown to be built into masonry work. 3.4 Repair, Pointing and Cleaning: A. Remove and replace masonry units which are loose, chipped, broken, stained, or otherwise damaged, or if units do not match adjoining units are intended. Provide new units to match units and install in fresh mortar, pointed to eliminate evidence of replacement. B. Final Cleaning After mortar is thoroughly set and cured, dean concrete masonry wall areas as follows: a. Dry dean to remove large particles of mortar using wood paddles and scrapers Use chisel or wire brush if required. b. Presoak wall by saturating with water and flush off loose mortar and dirt. c. Scrub down wall with stiff fiber brush and a solution of 112 cup of trisodium phosphate and 1/2 cup house hold detergent dissolved in one gallon of water. d. Rinse walls using dean, pressurized water to neutralize cleaning solution and remove loose material. e. Acid cleaning of masonry will not be permitted. G. Protection Protect the masonry work from deterioration, discoloration or damage during subsequent construction operations. END OF SECTION 1� /1/ � l�l �J � � � LJ � � � �' � � t•� ,� � � � L�J I� J COMO COMMUNITY CENTER RENOVATION SECTION 05310 STEEL DECK Part 1. General 1.01 Summary A. Provide steel floor deck units: 1. Noncomposite steel form deck. 1.02 Submittals A. Submit for approval shop drawings, product data. 1.03 Quality Assurance A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Standards: AISI, Specification forthe Design of Cold-Formed Steel Structural Members; and SDI Design Manual for Composite Decks, Form Decks, and Roof Decks. C. Approvals: UL label and FM listing. Part 2 Products 2.01 Products A. Steel Materials and Finish: 1. Type: Steel for galvanized metal deck, ASTM A 446 Grade A, G90 Coating. 2. Steel Shapes: ASTM A 36 3. Shear Connectors: Headed stud type, ASTM A 108 4. Sheet Metal Accessories: ASTM A 446, G60, commercial quality, galvanized. 5. Galvanizing: ASTM A 525, G60 6. Galvanizing Repair: ASTM A 780. 7. Paint: Baked-on rust-inhibitive paint. � B. Auxiliary Materials: � 1. Metal cover plates. 2. Metal closure strips. 05310-1 COMO COMMUNITY CFNTER RENOVATION 3. Flexible closure strips. Part 3 Execution 3.01 Installation A. Form to span at least 3 supports and with 2" laps. Piace deck flat, square and with cells aligned. Anchor deck securely in place following manufacturer's directions and approved shop drawings.. B. Cut and fit neatly around penetrations; provide additional framing and closure pieces to maintain structural continuity. Anchor strips at ends, edges, and penetrations. C. Touch-up damaged coatings with primer or galvanized repair paint. END OF SECTION � � � � � � � � �� , J.S �� 11� � 05310-2 � � L � � � �� l�� LJ � � � � L.� ' � � r � 1�1 ._� �1 COMO COMMUNITY CENTER RENOVATION � SECTION 05400 COLD FORMED METAL FRAMING Part 1. General 1.1 Work Included A. Type of framing and accessories included: 1. Load and non-load bearing formed steel stud exterior and interior wall framing. 1.2 Related Work A Metal Floor Deck Section 05310 B. Gypsum Board Systems Section 09250 1.3 Standards A. ASTM A90 - Test Method for weight of coating on galvanized iron or steel articles. B. ASTM A 446 - Steel sheet, zinc-coated (galvanized) by Hot Dip process, Physical Quality. C. ASTM - A570 - Hot rolled carbon steel sheet and strip, structural Quality. D. ASTM - A611 - Steel, cold-rolled sheet, carbon, structural. E. AWCI - Association of Wallard Ceiling Industries, Specifications Guide for Cold Formed Steel Structural Members. F. AWS D1.1 - Structural Welding Code Fasteners. G. FSTT-P-645 - Primer, paint, zino-chromate, alkyd type. 1.4 Submittals A. Submit shop drawings and product data under provisions of Section 01340. B: Indicate on shop drawings, component details, (framed openings, bearing anchorage, loading welds, type and location of fasteners,) and accessories or items required of other related work. C. Describe method for securing studs to tracks and for welded framing connections. D. Provide product data on standard framing members. Descri6'e materials and finish, product criteria, limitations and any other relevant factors. E. Certification of Material Compliance. � .� System A. Size components to withstand design loads as follows: 05400-1 C01VI0 COMIVI UNl TY CFNTER RENOVATION 1. Vertical Assembly 30 psf. 2. Horizontal Assembly 30psf. live and dead loads. B. Maximum allowable deflection: U180 span C. Design wall system to provide for movement of components without damage, failure of joint seals, undue stress on fasteners, or other detrimental effects when subject to seasonal or cyclic day/night temperature ranges. D. Design system to accommodate construction tolerances, deflection of building structural members, and clearances of intended openings. 1.6 Storage, Handling and Protection A. Protect materials before, during and after installation; protect work of other trades; make all necessary repairs and replacements at no additional cost to Owner. B. Store products in a dry, enclosed, secure area; follow manufacturer's instructions and requirements for this work. 1.7 Quality Assurance A. Manufacturer: Select a company specializing in structural framing components with a minimum of three years experience. B. Calculate structural properties of framing members in accordance with AWCI requirements. Part 2 Products 2.1 Manufacturers A. Select one of the following: 1. Incor,lnc. 2. Marine Industries, Inc. 3. U.S.Gypsum 4. Wheeling Corrugating Co. 2.2 Steel Framing A. Material: 1. 20 gauge: ASTM A446, 33 ksi yield strength. B. Studs: Formed of hot-dip galvanized sheet steel; C shaped sections; punched web; knurled faces; minimum 20 gauge. C. Track: Formed galvanized steel; channel shaped; same width as studs, for tight fit; solid web. Provide track gauge to match studs or as recommended by the manufacturer. 05400-2 L� O2.3 Accessories COMO COMMUNITY CENTER RENOVATION � A. Material: Same as specified for studs and tracks. B. Bracing, furring, bridging: Formed galvanized sheet steel: channel shaped. nC. Plates, gussets, clips: Galvanized formed sheet steel, thickness determined for F'J conditions encountered, manufacturer's standard shapes. [�� lJ � � � L■ 1 I�1 �, �� L_J � LJ � 2.4 Fastenings A. Self-drilling, self-tapping screws, bolts, nuts and washers: Hot-dip galvanized, ASTM A153. B. Anchorage devices: Power driven or powder actuated fasteners conforming to FS FF-P- 396, or drilled expansion bolts conforming to FS FF-S-325. C. Welding: Comply with AWS D1.1 and AWS D1.3. 2.5 Finishes A. Galvanizing: ASTM A525, minimum G60 coating. B. Galvanizing Repair Paint: High zinc dust content galvanizing repair paint conforming to MIL-P 21035. Part 3 Execution 3.9 Inspection A. Verify that substrate surfaces are ready to receive work. B. Beginning of installation means acceptance of existing conditions, including substrate.. 3.2 Erection of Studding A. Install components in accordance with manufacturer's instructions. B. Align floor and ceiling tracks; locate to wall layout. Secure in place with welding at maximum inches o.c. (Coordinate installation of sealant with floor and ceiling tracks.) C. Place studs at (16) inches o.c.; not more than 2 inches from abutting walls and at each side of openings. Connect studs to tracks using crimping method. D. Construct corners using minimum three studs. Double stud at wall opening, door, and window jambs. E. Erect load bearing studs one piece full length. Splicing of studs is not permitted. F. Erect load bearing studs, brace, and reinforce to develop full strength to meet design requirements. G. Refer to Drawings for locations of partitions extending to Ceiling only; and partitions extending through ceiling to structure above. � 05400-3 COMO COMMUNITY CENTER RENOVAT101V H. Coordinate placement of insulation in multiple stud spaces made inaccessible after erection. J. Install intermediate studs above and below openings to match wall stud spacing. K. Provide deflection allowance in stud track, directly below horizontal building framing for non-load bearing framing. � L. Attach furring channels to studs for attachment of fixtures anchored to walls. M. Install framing between studs for attachment of inechanical and electrical items, to prevent stud rotation . N. Touch-up field welds and damaged galvanized surfaces with primer. O. Complete framing ready to receive GYP. ED. or Metal Siding. 3.3 Erection of Joists A. Install framing components in accordance with manufacturer's instructions. B. Make provisions for erection stresses. Provide temporary alignment and bracing. 3.4 Fabrication A. Fabricate assemblies of framed sections of sizes and profiles required; with framing members fitted, reinforced, and braced to suit design requirements. B. Fit and assembly in largest practical sections for delivery to site, ready for installation. END OF SECTION � 05400-4 I�I � C � �� l!I f� lJ u � � f �I �� ' L�J COMO COMMUNITY CEIVTER REIVOVATION SECTION 05500 METAL FABRICATIONS PART1-GENERAL 1.01 SUMMARY A. Provide the following: 1. Loose bearing and leveling plates. 2. Loose steel lintels. 3. Shelf and relieving angles. 4. Miscellaneous steel trim. 5. Cast nosings, treads, and thresholds. 6. Extruded nosings and treads. 1.02 SUBMlTTALS A. Submit for approval samples for items exposed to view, shop drawings, product data, test reports. 1.03 QUALITY ASSURANCE � A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Handrail and Railing Structural Performance: ASTM E 985, galv. pipe. PART2-PRODUCTS 2.01 PRODUCTS A. Ferrous Materials: 1. Steel Plates, Shapes and Bars: ASTM A 36. 2. Uncoated Structural Steel Sheet: ASTM A 611 or A 570. 3. Uncoated Steel Sheet: ASTM A 366 or A 569. 4. Galvanized Steel Sheet, Structural Quality: ASTM A 446, Grade A, G90 5. Steel Pipe, Galvanized Finish: ASTM A 53. 6. Malleable Iron Castings: ASTM A 47, grade 32510. 05500-1 COMO COMMUNI TY CEl1l TER RENOVATION 7. Reinforcing Bars: ASTM A 615, Grade 60. 8. Brackets, Flanges, and Anchors: Cast or formed metal. 9. Concrete Inserts: Threaded or wedge type. 10. Welding Rods and Bare Electrodes: AWS specifications. 11. Zinc-Coating: Hot-dip galvanized coating for materials in exterior assemblies or exterior walls. B. Aluminum Materials: 1. Fasteners: ASTM A153. 2. Finish to match existing. C. Fasteners: 1. Bolts and Nuts: Hexagon head type, ASTM A 307, Grade A. 2. Lag Bolts: Square head, FS FF-B-561. 3: Machine Screws: Cadmium plated steel, FS FF-S-92. 4. Wood Screws: Flat head carbon steel, FS FF-S-111. 5. Plain Washers: Round carbon steel, FS FF-W-92. 6. Drilled-in Expansion Anchors: FS FF-S-325. 7.� Toggle Belts. Tumble-wing type, FS FF-8-588. ' 8. Lock Washers: Spring type carbon steel, FS FF-W-84. 9. Zinc-Coating: Fasteners in exterior assemblies or exterior walls. D. Auxiliary Materials:. 1. Nonshrink Metallic Grout: CE CRD-C621. 2. Nonshrink Nonmetallic Grout: CE CRD-C621. 3. InteriorAnchoring Cement: Hydraulic expansion cement. 4. Exterior/interior Anchoring Cement: Erosion-resistant hydraulic expansion cement. 5. Shop Primer: Alkyd primer, FS TT-P-645. 6. Galvanizing Repair Paint: SSPC - Paint 20. 7. Bituminous Paint: Asphalt mastic, SSPC - Paint 12. PART 3 - EXECUTION 05500-2 LJ � n � I�I u u � � � L�' �,� � L■J � � � C�� LiJ COMO COMMUNITY CENTER RENOVATlON 3.01 INSTALLATION A. Take field measurements prior to preparation of shop drawings and fabrication. Do not delay job; allow for cutting and fitting if field measurement not practical. B. Form work true to line with sharp angles and edges. Weld continuously, grind flush and make smooth on exposed surfaces. C. Install work plumb and level with hairline joints and ground flush welds. D. Stairs: Control access to and use of stair systems. Do not permit use of stairs until stairs and railing systems are complete and ready to assume design loading. Do not permit overloading of stair systems. Make connections light-proof tight by welding or bolting; conceal fastenings as much as possible. Grind flush and smooth all exposed welds. E. Lintels: Provide sizes indicated with 8" bearing at each end. F. Steel Pipe Railings: Provide sizes, profiles and dimensions indicated. Provide mitered joints at 90 degree turns and smooth sweeps at bends. Provide wall returns, end caps, brackets, fittings, and toe boards. Galvanized pipe. G. Touch-up damaged coatings with shop primer and galvanize repair paint. H. Paint items scheduled in accordance with painting section. END OF SECTION 05500-3 L t'1 � l�J � � C� � � � � � CI � � � �� J � COMO COMMUIVI TY CEIV TER RENO VA TION SECTION 05521 PIPE AND TUBE RAILINGS PART 1-GENERAL 1.01 SUMMARY A. Provide pipe and tube handraiis and railing systems. 1.02 SUBMITTAl.S A. Submit for approval samples, shop drawings, product data, test reports. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Handrail and Railing Structural Performance: ASTM E 985. PART 2- PRODUCTS 2.01 PRODUCTS A. Steel Pipe and Tube Railing Systems: 1. Steel Pipe, Galvanized Finish: ASTM A 53. 2. Steel Plates, Shapes and Bars: ASTM A 36. 3. Gray Iron Castings: ASTM A 48, Class 30. 4. Malleable Iron Castings: ASTM A 47, Grade 32510. 5. Finish: Primed. 6. Finish: Galvanized. B. Auxiliary Materials: 1. Nonshrink Nonmetallic Grout: CE CRD-C621. � 2. Interior Anchoring Cement: Hydraulic expansion cement. 3. Exterior/interior Anchoring Cement: Erosion-resistant hydraulic expansion cement. 4. Shop Primer: Alkyd primer, FS TT-P-645. 5. Galvanizing Repair Paint: SSPC - Paint 20. ' � 6. Bituminous Paint: Asphalt mastic, SSPC - Paint 12. 05521-1 COMO COM1Vl UNI TY CENTER RENOVA TIOIV PART 3 - EXECUTION 3.01 INSTALlATION A. Take field measurements prior to fabrication, where possible. Form to required shapes and sizes with true, straight edges, lines and angles. Provide light-tight, hairline joints. B. Install materials and systems in accordance with manufacturer's instructions and appraved submittals. Install materials and systems in proper relation with adjacent construction. Coordinate with work of other sections. C. Coordinate with work of other sections; provide inserts and templates as needed. Install work plumb and level with uniform appearance. D. Restore damaged finishes and protect work. END OF SECTION 05521-2 LJ l�J C� � � � � l�l � � � � L� I � � �J � � �! COMO COMMUIVITY CENTFR ' RENOVATION . SECTION 06400 ARCHITECTURAL WOODWORK Part 1. General 1.1 Description: A. Work inciuded 1. Custom cabinet work, counters and enciosures which are detailed on the plans and which are not the standard product of a cabinet manufacturer or are not specified in Division 11. 2. Standard products of a cabinet manufacturer which meet design, functional and aesthetic requirements of the custom cabinet work, which is detailed, will be acceptable, provide Architectural approval and is obtained priorto bidding. B. Related Work Specified Elsewhere 1. Hardware Section 08710 2. Painting Section 09900 1.2 Quality Assurance: A. Qualifications of Fabricators and Installers 1. Employ only tradesmen thoroughly trained and experienced in the products involved and in recommended methods of fabrication and installation. 2. Work under this section shall be performed only by a firm which has successfully produced work of similar and in equivalent quantities. B. Reference Standards Comply with the provisions of the "Architectural Woodwork Quality Standards, Guide Specifications and Quality Certification Program" of the American Woodwork Institute (AWI). 9.3 Submittals: A. Shop Drawings 1. Submit shop drawings for all architectural woodwork items, showing location of each items, dimensioned plans and elevators, large scale details, anchors and other components. 2. Indicate compliance with specified AWI Quality Grade and other specified requirements for material and workmanship. B. Samples 1. If requested by the Architect, submit samples of the following items: 06400-1 COMO COMMUN/TY CENTER RENOVATION a. Plastic laminate b. Exposed hardware . 2. Samples will be reviewed for appearance and finish only. Compliance with all other requirements is the exclusive responsibility of the contractor. 1.4 Product Delivery, Storage and Handling: A. Delivery of Materials Do not deliver casework until painting, wet work, grinding, and similar other operations, which would damage Architectural woodwork have been completed in installation areas and temperature has been stabilized in installation areas at the approximate level which will prevail in the building when occupied. B. Handling Materials and Equipment Protect finished surfaces with heavy-duty canvas or polyethylene sheets. Secure loose components, such as adjustable shelving, sliding and hinged elements from damage during delivery. If such items are to be delivered separately from main body of Architectural woodwork, wrap each piece separately to protect finish and clearly mark to show proper location in completed casework. � 1.5 Existing Conditions: Examine substrate, including grounds, stripping and blocking to which casework will be secured. Do not proceed with work until unsatisfactory conditions have been corrected. 1.6 Environmental Requirements: A. Optimum Moisture Content 1. Kiln-Dry solid and veneered wood to the average moisture content within a range of 6% to 11 °/a as recommended by AWI Section 100 G-3 for the regional climatic conditions involved. 2. Maintain optimum moisture contents until final finish has been applied. B. Heating and Cooling Requirements 1. Maintain recommended temperatures for installation areas until acceptance of the building. 2. If casework must be stored in other than installation areas, store only in areas that meet the requirements specified for installation areas. 1.7 Protection: A. Protect during delivery B. Protect from damage by work of other trades until Owner's acceptance of work. Part 2. Products 06400-2 � � � � � � � � � _ � � � � � � L!� � I� � l�J ��! C�I L�J � � � L�J � � � �I � �� J !1 C01V/0 COMMUNITY CENTER RENOVATION 2.1 Materials: A. Countertops, Backsplash, etc., for Plastic Laminate Finishes (refer to drawing). 1. Comply with requirements of AWI section 400, unless otherwise indicated. 2. Plastic Laminate a. Comply with the requirements of NEMA Publication no. LD1 1964. b. Post Formed Surfaces - Grade -11,.050". c. Horizontal and Vertical Surfaces - Grade -10, 1/16". inside and exposed B. Cabinet Hardware 1. As indicated below or as required for proper cabinet construction and operation. 2. Include fastenings and accessories as required. 3. If hardware is not indicated, provide hardware as required and of quality specified for other hardware items. 4. Furnishing and installation of hardware for cabinet work is included in this section (no hardware allowance). 5. Hardware Items � . a. Shelf Standards - K& V#255, walnut b. Shelf Bracket - K& B#256, walnut c. Hinges - Stanley #335, nickel plated (satin) ' d. Cabinet Pulls - Stanley #4478-ALD, satin-chrome e. Magnetic Catches - K& V#3916, aluminum satin finish, Stanley #46ALD, aluminum satin finish f. Drawer Slides - K& V#1300 g. Flat File Drawers - K& V#8500 (full extension) h. Cabinet Locks - Disc-Tumbler locks for all Teacher Cabinets (DO NOT USE CAM TYPE). i. New Lock Schedule 2.2 Fabrication: A.. Plastic Laminate Casework (see drawing). 1. Comply with the requirements of AWI section 400 for the grade specified . 2. Post form to radii and profiles shown. _ � 06400-3 COMO COMMUNITY CENTER RENOVATION 3. Exposed Edges - Finish with matching plastic laminate unless otherwise shown. Ease edges formed by juncture of two planes of plastic laminate. 4. Cut openings in tops for equipment which is to be installed under other sections of these specifications. Verify size of opening with actual size of equipment to be used, prior. to making openings. Form inside corners to a radius not less than 1/8". After sawing, rout and file cutouts to ensure smooth, crack-free edges. 5. Wet Areas - Where openings will be exposed to water spillage, such as from sinks, basins and similar other conditions, seal exposed edges of core and laminate after cutting with a waterproof material recommended by the laminate manufacturer. Core material for all sink area tops shall be exterior HDO Plywood. Particle Board will not be accepted. Part 3. Execution 3.1 Preparation: A. Preparation of Surfaces 1. Coordinate finish or casework with Section 09900 of these specifications. 2. Clean and prepare surfaces 3. Fill exposed nail holes 4. Use matching wood filler for casework receiving transparent finish. 3.2 Installation/Assembly: A. Installation 1. Install casework in a manner consistent with quality of specified grade to be plumb, level, true and straight with no distortions. 2. Shim as required using concealed shims. 3. Secure to grounds, stripping and blocking with countersunk concealed fasteners and blind nailing as required for complete installation. 4. Scribe and cut for accurate fit to other finish work. B. Assembly 1. Shop assemble all casework in units as large as can be delivered into area of installation. 2. Provide shop-prepared attachment devices for field connections which are necessary. 3. Design attachment devices so that field connections will comply with fastening and join any construction requirements and tolerances for the specified grade. 4. Hinge and hang casework doors at the fabrication plant to comply with the tolerances requirements of AWI, Section 400-23. 1.� 11 � � COMO COMMUNI TY CEIV TER � RENO VA TION . 5. Exposed Nailing - Comply with the requirement of Awi Section 400 G-9 where af(owed by requirement for specified grade. Set exposed nai(s for filling. a6. Hardware - Apply in the shop and remove before finishing. Reinstall hardware after final finishing. . � 3.3 Adjustment and Cleaning: � After completion of casework, clean exposed exterior and interior surfaces; touch-up finish as required. Remove and refinish damaged areas of finish. Adjust and lubricate hardware for proper operation, and repair damaged or defective work as directed. QEND OF S�CTION LJ � � L•J � � C � u L�� C�1 ao6400-5 u � L�J COMO COMMUNI TY CEIV TER RENOVAT/ON SECTION 08100 HOLLOW METAL DOORS AND WINDOWS aPart 1. General '!.1 Description: � A. Work Included Hollow Metal Doors, Frames, Labeled Frames and Labeled Doors. � B. Related Work Described Elsewhere D1. Hardware Section 08710 1.2 Quality Assurance: aA. Qualifications Of Installers � Use only personnel thoroughly trained and experienced in skills required and completely a familiar with manufacturer's recommended methods of installation. B. Codes and Standards � 1. Comply with pertinent codes and regulations. 2. Manufacturer labeled doors and frames in accordance with specifications and � procedures of Underwriters' laboratories, Inc. 3. Comply with Nomenclature in American National Standards Institute publication A123.1-1967 "Nomenclature for Steel Door and Steel Door Frames". � � 1.3 Submittals: � Submit Shop Drawings for review in accordance with these specifications. 1.4 Product Handling: D A. Protection ' 1. Deliver, store and handle metal doors and frames in a manner to prevent damage and deterioration. � 2. Provide proper packaging to protect doors and frames during transportation and storage. � � 3. Store doors upright, in a protected area, at least one inch offthe ground and with 1/4" air space between individual pieces. � 4. Protect pre-finished and hardware pieces as required. 5. Protect installed work and materials of other trades. � B. Replacements � 08100-1 COMO COMMUNlTY CENTER RENOVATION In event of damage, make necessary repairs and replacements, at no additional cost to the Owner. Part 2. Products 2.1 General: A. Doors and frames shall be product of one manufacturer. B. Acceptable Manufacturers. CECO Corp. Republic Steel Corp. Steelcraft Manufacturing Co. Tex Steel Corp. C. Pre-clean and shop prime each door and frame. Finish painting will be at job site. 2.2 Metal Doors: A. Type and Design 1. Full-flush, welded and seamless design. 2. Labeled or non-labeled as scheduled. 3. 16 gage unless otherwise indicated. 4. Properly reinforced for finish hardware. B. Finish Hardware � Secure templates from hardware supplier and accurately install or make provisions for finish hardware at factory. 2.3 Metal Frames: A. General Accurately fabricate to match doors to be installed in them. B. Type and Design 1. Custom made, welded units (knock down units are not acceptable). 2. Labeled or non-labeled as required for scheduled door. 3. 16 gage up to 3'-4" wide. 4. Reinforced for finish hardware. 5. Welded full depth and width of frames. 2.4 Anchors: 08100-2 { �J � � L!1 L�J � CI f!1 � !J � !J �! �� J � � '� � J COMO COMMUNITY CENTER RENOVATION Rigidly attach frames to construction with masonry or stud anchors as required. A. Masonry Wall Provide and install 6 anchors per frame. Part 3. Execution 3.1 Surtace Conditions: A. Inspection Inspect installed work of other trades and verity that such work is complete to a point where this installation may commence. Verify that doors and frames may be installed in accordance with codes, regulations, the original design, approved Shop Drawings, and manufacturer's recommendations. B. Discrepancies . 1. In event of discrepancy, notify Architect. 2. Do no proceed until discrepancies have been resolved. 3.2 Installation: - A. Metal Doors and Frames Install in accordance with approved shop drawings and manufacturer's recommendations, anchoring all components firmly in position for long life under hard use. B. Finish Hardware 1. Install hardware in accordance with manufacturer's recommendations. 2. Eliminate hinge-bound conditions. 3. All items shall be firmly anchored in position and operate smoothly. END OF SECTION 08100-3 � � Ls I � �I �� I� � � � � l�J � ��J � LI LJ C01VI0 COlVIMUNI TY CENTFR RENOVATlON SECTION 08210 WOOD DOORS Part 1. Generai 1.1 Description: A. Work Included Solid Core Wood Doors B. Related Work Described Elsewhere 1. Metal Doors and Frames Section 08100 2. Glazing Section 08800 3. Hardware Section 08710 1.2 Quality Assurance: � A. Qualifications of Installers Use only skilled journeymen carpenters completely familiarwith methods of installation for installing wood doors and frames. B. Codes and Standards 1. Comply with pertinent codes and regulations. - 2. Comply with the following standards: a. AWI "Quality Standards Illustrated" section 1300 and Brochure No. 5"Flush Doors" of the Architectural Woodwork Institute, latest editions extent. b. ANSI/NWMA "industry Standard 1-S.1-80 "Wood Flush Doors" of the National Woodwork Manufacturer's Assn. 3. For manufacturers not participating in NWMA HaUmark Program, a certificate of compliance may be substituted for marking of individual doors. C. Manufacturers Obtain doors from a single manufacturer to ensure uniformity in quality of appearance and construction, unless otherwise indicated. 1.3 Submittals: A. Deliver to the Architect a letter, signed by an officer of the firm manufacturing the doors, certifying that fhe materiafs delivered comply with the provisions of these specifications. 8. Guarantee 1. Submit two (2) copies of door manufacturer's standard guarantee, signed by the manufacturer and contractor agreeing to repair or replace any defective doors which: 08210-1 COMO COMMUIVITY CENTER RENOVAT/ON a. Warp, bow, cup or twist. b. Show photographing of construction below face veneers. 2. The guarantee shall include refinishing and reinstallation. 3. The period of guarantee shall be the standard of the industry for the types of door scheduled (Solid Core Flush Interior poors Life Of Installation). C. Product Data Submit wall panel manufacturer's product data for each type of wood door. Include details of core and edge construction trim for openings and louvers and finishing specifications for doors to receive factory finish. D. Shop Drawings Show location and size of each door, elevation of each kind of door, details of construction, location and of hardware blocking, fire ratings, requirements for factory finishing and other pertinent data. E. Samples 1. Metal Louvers - Submit 6" long sections of louver blade and frame for each material •and finish required. 2. Metal Frames for Light Openings - Submit 6" long sections of inetal light frames for each material, type and finish required. 1.4 Product Handling A. Protection 1. Protect doors and frames before, during and after installation. Package doors at factory prior to shipping using manufacturer's standard method. Identify each door to correlate with designation system used on shop drawings, using temporary, removable or concealed markings. 2. Protect installed work and materials of other trades. B. Replacement Immediately make necessary repairs or replacements at no additional cost to Owner. Part 2. Products � 2.1 Interior Flush Doors: A. Comply with requirements of CS 171 or NWAA 1.S.-I. 1. Glue: Water-resistant, type II 2. Core: Continuous wood block. Particleboard unacceptable. 3. Face Panels: Doors to be paint grade finish match existing veneer 08210-2 L � l�J � � � L�1 I�' �•I �� U � � 1� � J �! 1� ■J 7 COMO COMMUNITY CENTER RENOVATlON . 4. Quality Grade: AWI Custom 5. Face Veneers: a. Doors to be paint grade finish B. Acceptable Manufacturers of solid core doors 1. Georgia Pacific Co. 2. Weyerhauser Co. 3. Vauter Part 3. Execution 3.1 Fabrication: In accordance with reference standards for grades specified. 3.2 Installation: A. Surface Conditions 1. Complete to point where this installation may commence. 2. Verify that installation may be made in accordance with original design, reference standards, pertinent codes, and regulations. 3. In event of discrepancy, notify Architect. 4. Do not proceed until discrepancies have been resolved. B. Installation . Obtain installer's written report listing conditions detrimental to compliance with requirements of this section. 1. Condition doors to average prevailing humidity of installation area. 2. Install doors square plumb and straight and firmly anchored into position for long life and hard use. 3. Install hardware according to manufacturer's recommendations, eliminating hinged- bound conditions and making all items all items operate smoothly (also refer to section 08710). 4. Job-Fit Doors - Adjust for proper fit and clearance at each edge. a. At head and jambs -1/8" b. At meeting stiles - 1/16" per leaf, for pairs of`doors. c. At bottom - 1 /8" 08210-3 COMO COMMU/VI TY CENTER RENOVATION � � d. Thresholds - 1/4" from bottom of door to top of threshold (where threshold is shown or scheduled). e. Fire Rated Doors - provide clearances complying with NFPA 80. f. Bevel Non-Rated Doors - 1/8" in 2" at lock and hinge edges. g. Bevel Fire Rated Doors - 1/8" in 2" lock edge, trim stiles and rails only to extent permitted by labeling agency. 5. Job Site Finished Doors - See painting section in division nine for finishing requirements. 3.3 Adjust and Clean: Rehang or replace panels which do not swing or operate freely, as directed by the Architect. Replace or refinish doors which are damaged during installation, as directed by the Architect, at no additional cost to Owner. Institute protective measures as recommended and accepted by manufacturer to assure that wood doors will be without damage or deterioration at time of substantial completion. END OF SECTION 08210-4 LI I�J L' C'� C L�1 � �,I �� ■I � L! ' � ■I � �J � J � COMO COMMUNlTY CENTER RENOVATI0IV SECTION 08520 ALUMINUM WINDOWS Part 1. General 1.1 Description: A. Work Included Furnish and install aluminum architectural windows complete with hardware and related components as shown on Drawings and specified in this section. 1. Acceptable manufacturers to match existing by Alenco Graham EFCO Kawneer B. Related work described elsewhere 1. Hardware Section 08700 2. Glazing Section 08800 1.2 Quality Assurance: A. Qualifications Of Installers Use only trained personnel, thoroughly experienced win the skills required and who are completely familiar with the manufacturer's recommended methods of installation. B. Codes and Standards 1. Comply with pertinent codes and regulations. 2. Manufacturer labeled frames in accordance with specifications and procedures of AAMA accredited laboratories. � 3. Comply with requirements set forth in ANSI/AAMA and ASTM standards. C. Test Requirements and Performance 1. Windows shall conform to ANSI/AAMA 101-85HC40 requirements. 2. The following specific performance requirements shall also be met: a. Air Infiltration Test - ASTM 283 at static air pressure difference of 1.57 psf; Infiltration not to exceed .15 cfm per foot of perimeter crack length. b. Water Resistance Test - ASTM E331 at static air pressure difference 8.25 psf. No uncontrolled water leakage as defined in the ASTM E 547 test procedure. 08520-1 COMO COMMUNITY CENTER RENOVATION c. Uniform Load Structural Test - ASTM E330 at a static air pressure difference of 40 psf positive pressure and 40 psf negative pressure. Glass breakage or permanent damage to fasteners, hardware parts, support arms or actuating mechanism nor any other damage which could or would cause the windows to be inoperable, will be unacceptable. D. Provide Test Reports and Notice of Certification, from accredited laboratories certifying the specified performance. 1.3 Submittals: Submit Shop Drawings to the architect for review. Contractor shall also submit finish samples, test reports, AAMA Notice of certification, and warranties. 1.4 Product Handling: A. Protection 1. Deliver, store and handle aluminum frames in a manner to prevent damage and deterioration. 2. Provide proper packaging to protect frames during transportation and storage. 3. Store frames in a protected area, at least 1" off the ground and with 1/4" air space between individual pieces. 4. Protect pre-finished and hardware pieces as required. 5. Protect installed work and materials of other trades. � B. Replacements In event of damage, make necessary repairs and replacements, at no additional cost to the Owner. Part 2. Products 2.1 General: A. Frames shall be product of one manufacturer. B. Materials 1. Aluminum - extruded aluminum shall be 6063-T5 allow and temper. 2. Hardware - Sweep latches shall be of white bronze with a US25D brushed finish. All balances shall be block and tackle type (only) as manufactured by Balance System, Inc. or equal. Spiral and helical balances shall not be permitted. 3. Weatherstrip - Shall be Schlegal Finseal or equal. 4. Glass and Glazing - see Section 08800 and/or as directed by the Architect. C. Fabrication 08520-2 � 0 � C � f�l � i'� �� COMO COMMUNITY CENTER RENOVATION 1. All aluminum frames and sash extrusions shall have a minimum wall thickness of.062". Frame sill members shall have a minimum wall thickness of .094". Depth of frame and sash shall not be less than 3 3/16". 2. Frame components shall be mechanically fastened. 3. All sash jamb extrusions shall be tubular. Corner connections shall be mechanically fastened. 4. Units.shall be wet-glazed with a snap-in aluminum extruded glazing bed and PVC bulb on the interior of the glass. The exterior of the glass shall be set in a continuous bead of silicone backbed to be General Electric SCS-2511 or equal. 5. Pre-clean each frame. 6. Finish all exposed areas of aluminum windows and components with electrolytically deposited color in accordance with Aluminum Association Designation. 7. Finish all exposed areas of aluminum windows. D. Frame Construction � Frame members fabricated to form light mitre joints, secured by welding. Sill members incorporate weeps to allow for water drainage. Frame members accommodate optional framing and trim attachments (fins, channels or casing trim). I'� Ll � lJ l�J � � E. Panel and Insert Construction Panel and insert members fabricated with tight mitre joints and secured by welding. They incorporate pile-type weatherstripping with integral sealing fin around their entire perimeters. Meeting rail members incorporate full length mechanical inter-locks which engage in closed position. Horizontal sliding inserts incorporate an adjustable roller assembly at each bottom corner. Single-hung panels are supported on both jab sides with coiled- spring balances. Fixed insert pocket into frame members and are secured in place with anchoring clips. Muntins (when required) are welded in place to become an integral part of panel or insert. F. Glazing Windows to accommodate 1/4" approved glazing material. Glazing material is held in place with full-length roll-formed steel snap-in retainers. Retainers are additionally secured with screws. Single lites of glass will not exceed code requirements. Part 3. Execution 3.1 Surface Conditions: A. Inspection � 1. Inspect installed work of other trades and verity that such work is complete to a point where this installation may commence. Verify that doors and frames may be installed in accordance with codes, regulations, the original design, approved Shop Drawings and manufacturer's recommendations. �' LI B. Discrepancies 08520-3 COMO COMMUNITY CENTER . REIVOVATION 1. In the event of a discrepancy, notify Architect. 2. Do not proceed until discrepancies have been resolved. 3.2 Installation: A. Aluminum Frames Use only skilled tradesmen. Install in accordance with approved shop drawings and manufacturer's recommendations, anchoring all components firmly in position for long life under hard use. B. Finish Hardware 1. Install hardware in accordance with manufacturer's recommendations. 2. Eliminate hinge-bound conditions. 3. All items shall be firmly anchored in position and operate smoothly. C. Cleaning and Adjusting � After completion of window installation, windows shall be inspected, adjusted and put into working order and left clean, free of labels, dirt, etc. Protection from this point shall be the responsibility of the General Contractor. END OF SECTION 08520-4 l■J IJ � � f■ � COMO COIVIMUNITY CENTER REIVOVATl011� SECTION 08710 FINISH HARDWARE 1.1 Description: Part 1. General A. Work Inciuded Furnish all finish hardware and weatherstripping required for a complete and operable facility and as required to meet current handicapped and safety regulations. B. Related Work Described Elsewhere: LiJ L�J � Ull � 1. Cabinet Hardware Section 06400 2. Wood Doors Section 0829 0 1.2 Quality Assurance: A. Manufacture Obtain each kind/type oi hardware from ONE MANUFACTURER, even though several '' different manufacturers are indicated as being acceptable, i.e, obtain all latch and locksets from one manufacturer. Obtain all hinges frorri one manufacturer, obtain all stops, trims, and plates from one manufacturer. Obtain all thresholds and weatherstrips from one manufacturer. . 6. Departures from Scheduled Designations � The use of one manufacturer's numeric designation system in schedules does not imply that another manufacturer's products will not be acceptable, unless they are unacceptable in design or are not equal in quality of size, weight, finish, function or other• quality of significance. However, no substifutions will be allowed after acceptance of � hardware supplier's completed Hardware schedule. Products proposed for use from manufacturers other than those listed must be submitted as substitution requests. J �i l�l C. Qualifications of Supplier The supplier shall have in his employ a member of the American Society of Hardware Consultants (AHC) available for consultation, at no additional cosf to the Owner, during construction. The hardware supplier shall have a minimum of five years expenence In the distribution of finish hardware. D. Review by AHC n The AHC shall be Present at completion of work shall check installation of finish ' U hardware, shall make minor adjustments required and supervise hardware replacements required, and shall report to the Architect on completeness of the installation. � J 1.3 Submittals: 08710-1 COMO COMMUNI TY CENTER RENOVATION A. Materials List Before any finish hardware is ordered or purchased for this work, submit to the Architect for his approval, a complete list of all finish hardware proposed to be furnished for this work giving manufacturer's name and catalog number for each item. B. Hardware Schedule The submittal shall be in the form of "Hardware Sets" assigned to each of the various doors that are scheduled on the Door Schedule (Include HW set numbers, door numbers, and all special details required-for complete finish hardware installation). C. Templates Furnish hardware templates to each fabricator of doors, frames and other work to be factory prepared forthe installation of hardware. D. Make submittals, and resubmittals if necessary. E. Manufacturers Recommendations Prior to installation, deliver to the installing personnel the manufacturer's installation methods and procedures forthe maintenance of operating parts and exposed finishes. 1.4 Product Handling: A. Packaging 1. Furnish finish hardware with each unit clearly marked or numbered in accordance with Hardware Schedule. 2. Pack each item, complete with all necessary pieces and fasteners. 3. Properly wrap and cushion each item to prevent scratches during delivery and storage. 4. Hardware shall be delivered to the project site in original manufacturer's packages. Part 2. Products 2.1 Fastenings: A. General 1. Furnish all necessary screws, bolts, and other fasteners of suitable size and type to anchor hardware in position for long life under hard use. 2. Furnish fastenings, where necessary, with expansion shields, toggle bolts, sex bolts, and other anchors approved by the Architect, in accordance with material to which the hardware is to be applied and according to the hardware manufacturer's recommendations. 3. Furnish wrap around hinges with sex bolts for wood doors with fire rating of "B" Label 1 hour and greater. 08710-2 � � 1 �:I � L�1 CJ LJ L! L�J� I!I � � � J � 'I � � J COMO COMMUNITY CENTER RENOVATION B. Design " Fastenings shall harmonize with hardware as to material and finish. C. Backsets All typical latchsets shall have 2 3/4" backset. Doors with special seals (light and/or sound) shall have 5" backset. 2.2 Keying: A. Construction Keying Provide a method independent of the final keying system for securing building during construction. B. Final Keying System 1. All locks in the Clinic Building will have a common master. Locks in the main building and the porch enclosure will be masterkeyed to the existing master. 2. Deliver two keys for each lock plus three master-keys to owner. 2.3 Acceptable Manufacturers: Catalog numbers used in Hardware Schedule shall be taken from the indicated manufacturers or an equal product approved by Architect. Item Manufacturer Push Plates Von Duprin or Sargent Locks Shlage or Corbin Misc. Baldwin, Russwin Closers Russwin #2810, Corbin Thresholds Zero, Reese, Nat'I Guard Prod. Inc., Pemko Locksets Sargent, Russwin, Corbin Hinges McKinney, Hager, Lawrence, Stanley Cylinders Best Stops, Trim Trimco, Trego, Ives (Div. of Leigh Products, Inc.), Glynn Johnson Corp., Builders Brass Works Corp., Quality Hardware Mfg. Co., Inc. 2.4 Other Materials: Materials, not specifically described but required for a complete proper installation of finish hardware shall be new, first quality of their respective kinds, and subject to approval by: Architect. Part 3. Execution � 3.1 Deliveries: Stockpile items sufficiently in advance to ensure availability and to make necessary deliveries in a timely manner to ensure orderly progress of work. 08710-3 COMO COMMUNI TY CENTER RENOVATION 3.2 Installation and Inspection Thereof: Install each hardware item in compliance with the manufacturer's instructions and recommendations. Wherever cutting and fitting is required to install hardware onto or into surfaces which are later to be painted or finished in another way, completely install each item and then remove and store the item in a secure place during the finish application. After completion of the finishes, reinstall each item. Do not install surface mounted items until finishes have been completed . Set units level, plumb and true to line and location. Adjust and reinforce the attachment substrate as necessary for proper installation and operation. � Upon completion of installation, and as a condition of acceptance, deliver to Architect a report signed by the AHC stating that his inspection was made, that adjustments recommended by him have been completed, and that finish hardware furnished under this Section has been installed and is in optimum working condition. 3.3 Adjust and Clean: Adjust and check each operating item of hardware and each door, to ensure proper operation or function of every unit. Lubricate all moving parts with the type of lubrication recommended by the manufacturer (graphite-type if no other type is recommended). Replace units which cannot be adjusted and lubricated to operate freely and smoothly as intended for the application made. END OF SECTION 08710-4 � lJ [J COMO COMMUNlTY CENTER RENOVATI0IV SECTION 08800 GLAZING � Part 1. General 1.1 Description: � Glass and glazing required for his work includes but is not necessarily limited to tinted plate glass and polished wire glass. QA. Related work described elsewhere 1. Hollow Metal Doors and Frames Section 08100 � 2. Wood Doors Section 08210 3. Aluminum Windows Section 08520 � 1.2 Quality Assurance: � A. Qualifications of Installers Provide at least one person thorough trained and experienced in skills required, who shall be completely familiar with referenced standards and requirements of this work and who � shall personally direct installation performed under this section of these specifications. B. Codes and Standards � D1. Comply with pertinent codes and regulations. 2. Comply with Federal Safety Standard 16CFR 1201. D1.3 Product Handling: � A. Protection � 1. Protect glass and glazing materials before, during and after installation. 2. Protect the installed work and materials of other trades. � B. Replacements ("� In the event of damage, make all repairs and necessary replacements al no additional U cost to the Owner. � Part 2. Products 2.1 Glass: � A. General 1. Glass shall bear label of manufacturer. a2. It shall conform to pertinent requirements of Federal Specifications DD-G-451 c. I■I 1::11 COMO COMMUNI TY CENTER � RENOVATION 3. It shall be relatively distortion free with all distortion waves in the horizontal direction. B. Qualities 1. Exterior glass shall be PPG Sungate 500 Bronze 1" unit with (2) 1.4" lites and a 1/2" airspace The interior light is clear, the exterior light is bronze with surface (#2) coated. Provides 43% visible transmittance with 33% total solar energy. Winter U- value is 0.35, Summer U value 0.39, Shading Coefficient 0.52, and Solar Heat Gain Coefficient 0.45. 2. Interior Tinted Tempered Glass immediately next �to door or otherwise plane Tinted Plate Glass - 1/4" thick float, tinted bronze, type I, class 3, quality Q3 3. Special glass at supervisor. (One-Way) 2.2 Glazing Accessories: Accessories shall be new, first quality of their respective kinds of the type recommended by the glazing manufacturer and subject to the approval of the Architect. Part 3. Execution 3.1 Surface Conditions: A. Inspection 1. Inspect installed work of other trades and verity that such work is complete to the point where installation of this work may properly commence. 2. Verify that glazing may be performed in accordance with all pertinent codes and regulations, the original design, and the referenced standards. B. Discrepancies 1. In the event of discrepancy, notify the Architect. 2. Do not proceed with installation until discrepancies have been resolved. 3.2 Glazing Set glass in a true plane, tight and straight, with proper and adequate clearance, firmly anchored to prevent rattling and looseness with all edges cleanly cut. Do not nip or seam the edges. 3.3 Clean Up: Upon completion of glazing, clean all glass surtaces, correct all imperFections, replace damaged glass, and leave labels on the glass until they have been inspected and approved by the Architect. Removal all labels immediately thereafter. END OF SECTION � � � �� .a � � L�� l�� 1::11 � � � � LJ � L�J �' ��J � J !J J D � _,I � � � J � J COMO COMMUNlTY CFNTER RENOVA�TlON SECTION 09250 GYPSUM WALLBOARD Part 1. General 1.1 Description: - A. Work Included � Gypsum drywall is required on interior walls and ceiling surfaces in this work as indicated on the drawings. B. Related work described elsewhere 1.2 Quality Assurance: A. Qualifications of installers 1. Use only skilled and experienced gypsum drywall installers for laying up the gypsum board, fastening, taping, and finishing. 2. In the acceptance or rejection of installed gypsum drywall, no allowance will be made for lack of skill on the part of installers. B. Manufacturer's recommendations The manufacturer's recommended method of installation shall be the basis for acceptance or rejection of actual installation methods used in this work. 1.3 Submittals: A. Manufacturer's recommendations Submit two copies of the manufacturer's current recommended method of installation for each item. • 1.4 Product Handling: A. Protection Protect gypsum drywall materials, the installed work and materials of other trades before, during and after installation. B. Replacements In the event of damage, immediately make all repairs and replacements necessary at no additional cost to the Owner. Part 2. Products 2.1 Interior Gypsum Panels: A. Fire resistant panels 09250-1 COMO COMMUNI TY CENTER RENOVAT/ON 5/8" thick panels (unless otherwise indicated) clearly labeled as fire resistant, conforming with ASTM C-36 type X. B. Fire resistant, water resistant gypsum backing board A gypsum core wall panel with additives to enhance the fire resistance of the core; surfaced with water repellant paper on front, back and long edges; and complying with ASTM C630 type X. 1. Thickness -5/8" 2. Width- 4' 3. Length -6' through 16' 4. Edges -Tapered 2.2 Joint System: A. General A compatible system as recommended by the manufacturer of the gypsum panels. B. Components A single compound may be used for embeddment of tape, skim coating, and finishing if recommended by the manufacturer of the gypsum panels. 2.3 Fasteners: Length and pattern recommended by the manufacturer of the gypsum panels. Metal Studs - Metal screws, flathead and shouldered. 2.4 Metal Trim: A. Metal trim features for gypsum wall board shall be formed from zinc coated steel not lighter than 26-gage and shall conform to Fed. Spec. QQ-S-775, Type I, Class D or E. B. Casing beads shall be channel-shaped with a concealed wing not less than 7/8" wide, and an exposed wing. The exposed wing may be covered with paper cemented to metal and shall be suitable for joint treatment. C. Corner beads shall be angle-shaped with winds not less than 22mm (7/8") wide and perforated for nailing and joint treatment, or with combination metal and paper wings, bonded together, not less than 32mm (1-14") wide and suitable for joint treatment. D. Edge beads for use at perimeter for ceilings shall be angle-shaped with wings not less than 3/4" wide. Concealed wing shall be pertorated for nailing and exposed wing edge folded flat. Exposed wing may be factory finished in a white color. 2.5 Water: Clean, fresh, and free from deleterious amounts of foreign material. 2.6 Other Materials: 09250-2 LJ l�l l�J �J COMO COMMUNITY CENTER RENOVATION Materials, not specifically described but required for a complete and proper installation of gypsum drywall shall be as selected by the Contractor and approved by the Architect. Part 3. Execution 3.1 SurFace Conditions: . A. Inspection � 1. Inspect the installed work of other trades and verify that such work is complete to the point where this installation may properly commence. ry 2. Verify that gypsum dtywall may be installed in accordance with the original design, iu pertinent codes and regulations, and the manufacturer's recommendations. � � � J !J � � �� J J eJ � � � B. Discrepancies In the event of discrepancy, do not proceed with installation until such discrepancies have been fully resolved. � 3.2 Installation: A. General Install all panels plumb, level, and with vertical joints on bearing. B. Cutting 1. Cut by scoring and breaking or by sawing working from the face side. 2. Smooth cut ends and edges of panels to obtain a smooth joint. 3. Make holes and cut-outs by sawing or by such other r�iethod as will not fracture the core or tear the covering and with such accuracy that plates, escutcheons, or trim will coverthe edges. 4. The use of "score-and-knockout" method will not be permitted. C. Fastening 1. Properly space fasteners in careful accordance with the manufacturer's recommendations and code requirements. Drive head slightly below the surface without breaking paper cover. 2. Loosely butt joints to be taped. Firmly butt joints to be left untreated 3. Use full height panels - no partials. C. Ceilings 1. Install prior to installing walls where possible. 2. Float interior ceiling angles where permitted by code. 3.3 Installing Metal Trim 09250-3 CO1VI0 COMMUNITY CEIVTER RENOVATION A. General Install at locations where required to provide finished appearance. The Drawings do not purport to show all locations and all requirements for metal trim in connection with the work of this Section. Carefully study the drawings and the installations. Provide and place all metal trim normally recommended by the manufacturer of the gypsum wallboard used. B .Installation 1. Inspect the drawings and verity location of inetal trim required. 2. Firmly install trim plumb, level and true to line in accordance with the manufacturer's recommendations, providing no less embeddment and finishing than specified above for corner treatment. C. External Corners 1. Install a corner bead fitting neatly overthe corner and secured with the same type fasteners used for applying the wallboard, spacing the fasteners approximately 6" on centers and driving through the wallboard into the framing orfurring member. 2. After the corner piece has been secured into position, treat the corner with joint compound and reinforcing. tape as specified for joints, feathering the joint compound out from 8" to 10" on each side of corners. 3. Firmly install trim plumb, level and true to line in accordance with the manufacturer's recommendations. 3.4 Taping and Finishing: A. Environmental Conditions Minimum temperature 55 degrees F. B. First Coat 1. Spread compound evenly over joints. 2. Fill joint recesses and metal trim. 3. Center reinforcing tape on joint and press into fresh compound, wiping down sufficient pressure to remove excess compound buf leaving sufficient compound under tape for proper bond. 4. Feather edges and leave surface free from blisters and tape wrinkles. 5. Apply compound to fastener recesses, leaving flush with adjacent surfaces. 6. Fold reinforcing tape along its centerline and apply to interior angles, following same procedure as for joints. 7. Tape and floating not required where gypsum wallboard joints are covered by wall paneling. C. Second Coat 092�0-4 L` � � C'' � LJ � � � �� ■I � �I �� ,I � � � J J COMO COMMUNITY CEIVTER RENOVATION 1. Lightly sand dry compound with fine sandpaper to remove irregularities . 2. Apply second coat of compound to joints, feathering approximately three inches beyond edges of tape. 3. Apply second coat to fastener recesses. Allow to dry. D. Third Coat 1. Lightly sand dry compound with fine sandpaper to remove irregularities. 2. Apply final skim coat, feathering out approximately two inches beyond second coat. 3. Apply third coat to fastener recesses, metal trim and interior angles. Allow to dry. E. "Light Texture Finish" 1. Where texture finish is called for on the drawings, uniformly apply an unaggregated texture coating to produce a light orange peel texture over the entire gypsum board surface. 2. Neatly trim interFace of light texture finish and other gypsum wallboard finishes. 3. Protect other surfaces from texture finish . 3.5 Cleaning Up Maintain premises in a neat and orderly condition. In the event of spilling or splashing compound onto other surFaces, immediately remove material and all traces of the residue. END OF SECTION 09250-5 C� LJ LJ LJ L�J L�J � l�l L!�J r �1 !J �� I' � �I � �� '� _J � COMO COMMUNI TY CENTER RENOVATION SECTION 09300 TILE PART I-GENERAL 1.01 SUMMARY A. Interior Tile: 1. Wail tile over gypsum wallboard. 2. Wall tile over tile backer board at wet areas. 3. Floor tile over concrete slab. B. Remodeling of existing tile work. 1.02 SUBMITTALS A. Submit for approval samples, product data, mock-ups. 1.Q3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Tile Materials: ANSI 118 series standard specifications. C. Tile Installation: ANSI 108 series standard specifications and Tile Council of America, Handbook for Ceramic Tile Installation. PART2- PRODUCTS 2.01 MATERIALS A. Manufacturers of Tile: American Clean, Dal-Tie, Summitville Ties, United States Ceramic Tile Co, or approved equal. B. Manufacturers of Setting Materials: American Olean, Bostic Construction Products, Latricrete, Mapel Corp or approved equal. C. Unglazed Ceramic Mosaic Tile 1. Type Porcelain factory-mounted flat tile. 2. Size: 2 by 2 inches 3. Thickness: 1/4 inch nominal. 4. Face: Plain face with cushion edges 09300-1 COMO COMMUAII TY CENTER RENOVATION ' D. Glazed Ceramic Mosaic Tile E. Glazed Wall Tile: 1. Type: Interior type body, flat tile � 2. Face: 4 1/4 by 4 1/4 inches 3. Thickness: 5/16 inch nominal thickness 4. Face: Plain face with modified square edge. ' F. Tile Assecories: 1. Matching trim units. 2. Marble thresholds. G. Setting Materials 1. Portland cement mortar, ANSI A108 H. Grout: 1. Latex-portland cement grout, ANSI A118.6 I. Setting Accessories: ,1. Membrane waterproofing under tile. . 2. Cementitious tile backer board. J. Elastomeric Sealants: 1. One-part mildew-resistant silicone sealant for non-traffic areas. 2. Multi-part pourable urethane sealant for traffic areas. 3. Chemical-resistant sealant at chemical-resistant flooring. PART3-EXECUTION 3.01 INSTALLATION A. Comply with Tile Council of America and ANSI Standard Specifications for Installation for substrate and installation required. Comply with manufacturer's instructions and recommendations. B. Lay tile in grid pattern with alignment grids. Layout to provide uniform joint widths and to minimize cutting; do not use less than 1/2 tile units. � C. Provide sealant joints where recommended by TCA and approved by Architect. D. Grout and cure, clean and protect. 09300-2 � � L�J C�� L�J L�J L� � � �� r�� COMO COMMUNITY CFNTER RENOVATION 3.02 SCHEDULE � � A. Tile Schedule: 1. Toilet Room Walls: Glazed ceramic mosaic tile over gypsum drywall with thin-set latex- modified cement mortar and latex-portland cement grout. 2. Toilet Room Floors: Unglazed ceramic mosaic tile over concrete slab with latex portland cement mortar and latex-portland cement grout. END OF SECTION 09300-3 LJ � u � L�J L�J ��J l� L�J � �� '' ��'I �� II L J � � � � � J COMO COMMUIVITY CENTER REIVOVATION SECTION 09500 ACOUSTICAL TREATMENT Part 1. General 1.1 Description: A. Work Included Extent of each type of acoustical ceiling is shown on the Drawings. Types of acoustical ceitings include the following - Acoustical panel ceilings and exposed suspension. B. Related Work - Electrical Fixtures, Division 16 1.2 Quality Assurance: A. Qualifications of Installers 1. For fabrication and installation of acoustical systems, use only personnel who are thoroughly trained and experienced in fabrication and erection of selected system. Use firms with not less than three (3) years of successful experience in installation of acoustical ceilings similar to requirements for this project and which are acceptable to manufacturer of acoustical units, as shown by current written statement from manufacturer. 2. In acceptance or rejection of installed systems, allowances will not be made for lack of skill or experience on the part of installers. B. Codes and Standards Comply with all pertinent regulations and codes and the following references: 1. ASTM C635 "Standard Specifications for Metal Suspension System for Acoustical Tile and lay-in Ceilings". 2. ASTM C 636 "Recommended Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels". 3. Federal Specification SS-S-118A 4. ASTM E 84 Surtace Burning characteristics - Flame Spread 25 or less; Smoke Developed 50 or less. C. Coordination of Work Coordinate layout and installation of acoustical ceiling units and suspension system components with other work supported by or penetrating through ceilings including light fixtures, HVAC equipment, fire suppression system components (if any), and partition system (if any). � 1.3 Submittals: A. Shop Drawings 09500-1 COMO COMMUIVITY CENTER RENOVATION Submit Shop Drawings to architect for review. Show conditions where acoustical systems will interface with work of other trades, details of inethods of suspension proposed to be used, and layout. B. Manufacturer's Certification Upon completion of this work and as a condition of its acceptance, deliver to Architect two copies of a letter signed by an officer of the firm manufacturing the acoustical ceiling boards and stating that acoustical ceiling boards will retain their dimension stability for a period of not less than five years following installation. C. Product Data manufacturer's specifications and installation instructions for each acoustical ceiling material required, and for each suspension system, including certified laboratory test reports as required to verity compliance with these specifications. Include manufacturer's recommendations for cleaning and refinishing acoustical units, including precautions against materials and methods which may be detrimental to finishes and acoustical performances. D. Samples Set of 6" x 4" square samples for each acoustical unit required, showing full range of exposed color and texture to be expected in completed work. Set of 12" long samples of each exposed runner and molding. 1.4 Product Handling: A. Protection 1. Protect acoustical materials before, during and after installation. 2. Protect installed work and materials of other trades. B. Replacements In the event of damage, make repairs and replacements necessary. PART 2. PRODUCTS 2.1 Acoustical Ceiling Units (General): A. Standard Provide manufacturer's standard units of configuration indicated which are prepared for mounting method designated and which comply with FS SS S-118 requirements, including those indicated by reference to type, form, pattern, grade (NRC or NIC as applicable), light reflectance coefficient (LR), edge detail, and joint detail (if any). B. Color, Textures and Patterns Provide products to match appearance characteristics indicated or, if not otherwise indicated, as selected by Architect from manufacturer's standard colors, surFace textures and patterns available for acoustical ceiling units and exposed metal suspension system members of qualify designated. 09500-2 � ��J � � L�J � L�! � � �� ', � COMO COMMUNITY CENTER � RFNOVATION 2.2 Acoustical Panels: 1. Type III Panels - Mineral composition with standard washable painted finish. 2. Normal Panels - Fissured Minaboard #755B by Armstrong in non-corridor spaces, except bathrooms. 3. Moisture Resistive Panels -"Minaboard ML", non-perforated #845A by Armstrong, or equal (for restrooms). 2.3 Metal Suspension Systems (General): A. Standard Provide metal suspension systems of type, structural classification and finish indicated which comply with applicable ASTM C 635 requirements. B. Finishes and Colors Manufacturer's standard white finish for type of system indicated. C. Hanger Wire Galvanized carbon steel wire, ASTM A 641, soft temper, pre-stretched, Class 1 coating, sized so that stress at 3 times hanger design load (ASTM C 635, Table 1, Direct Hung), will be less than yield stress of wire, but provide not less than 12 gage. D. Edge Molding and Trim Metal or extruded plastic of types and profiles indicated, or if not indicated, provide manufacturer's standard molding for edges and penetrations of ceiling which fits with type of edge detail and suspension system indicated. Acceptable manufacturers include but are not limited to: Chicago Metallic Corp. � Donn Corp. National Rolling Mills Inc. Roper Eastern *J � D �'� �� J 2.4 Exposed Metal Direct-Hung Suspension System: Structural Classification - Intermediate Duty System Finish - painted white 2.5 Miscellaneous Materials: Acoustical Sealant- Resilient, non-staining, non-shrinking, non-hardening, non skinning, non-drying, non-sag sealant intended for interior sealing of concealed construction joints. Products - Tremco Acoustical Sealant or USG Acoustical Sealant. Part 3. Execution 3.1 Surface Conditions: 09500-3 COMO COMMUNITY CENTER RENOVATION A. Preparation Measure each ceiling area and establish layout of acoustical units to balance border widths at opposite edges of each ceiling. Avoid use of less than half width units at borders and comply with reflected ceiling plans wherever possible. B. Inspection 1. Inspect installed work of other trades and verity that such work is complete to the point where this installation may properly commence. 2. Verify that suspended acoustical ceiling may be installed in accordance with the original design, all codes and regulations, and approved shop drawings. C. Discrepancies In the event of discrepancy, notify the Architect. Do not proceed with installation until all such discrepancies have been fully resolved. 3.2 Installation A. General Install materials in accordance with manufacturer's printed instructions, and to comply with governing regulations, fire resistance rating requirements as indicated, and industry standards applicable to work. Arrange acoustical units and orient directionally patterned units (if any) in manner shown by reflected ceiling plans. Install system to comply with C 636, with hangers supported only from building structural members. Locate hangers not less than 6" from each end and spaced 4' 0" along each carrying channel or direct-hung runner, unless otherwise indicated, leveling to tolerance of 1/8" in 12' 0". Secure wire hangers by looping and wire-tying to structures or inserts, eye screws or other devices which are secure and appropriate for substrate and which will not deteriorate orfail with age or elevated temperatures. . Install hangers plumb and free from contact with insulation or other objects within ceiling plenum which are not part of supporting structural and ceiling suspension systems. Install edge molding of type indicated at perimeter of acoustical ceiling area and at locations where it is necessary to conceal edges of acoustical units. Screw attach moldings to substrate at intervals not over 16" o.c. and not more than three (3) inches from ends, leveling with ceiling suspension system to tolerance of 1/8" in 12' 0". Miter corners accurately and connect securely. Install acoustical panels in coordination with suspension system, with edges concealed by support of suspension members. Scribe and cut panels to fit accurately at borders and at penetrations. 3.3 Adjust and Clean: 09500-4 � � �� I L�J � � �� '�J �� L+ � l�' �� LJ Lt1 L� COMO COMMUNITY CENTER . REIVOVATlO1V Clean exposed surfaces of acoustical ceilings, including trim, edge moldings, and suspension members comply with manufacturer instructions for cleaning and touch-up of minor finish damage. Remove and replace work which can not be successfully cleaned and repaired to permanently eliminate evidence of damage. 3.5 Extra Stock: Deliver stock of maintenance material to Owner. Furnish maintenance material matching producfs insta(fed, package with protective covering for storage and identified with appropriate labels. Acoustical Ceiling Units - Furnish quantity of full size units equal to 2.0% of amount installed. END OF SECTION 09500-5 � � l�J C�� L�J Ll l�J � � LJ � � � � � LJ � f� D � COMO COMMUNITY CENTER RENOVATION SECTION 09650 RESILIENT FLOORING Part 1. General 1.1 Description: A. Work Included 1. Vinyl Composition Floor Tile 2. Topset Cove Base 3. Rubber Star Trears and Risers 4. Rubber Floor Tile 1.2 Quality Assurance: A. Qualifications of Installers 1. Use only skilled and experienced installers for preparation of substrate and installation of flooring. 2. Helpers and apprentices shall be under full and constant supervision of skilled flooring installers. 3. In acceptance or rejection of installed flooring, no allowance will be made for lack of skill on the part of the installers. 1.3 Submittals: � A. Material List 1. Submit in accordance with provisions of Section 01340, a list of materials proposed to be used in this work. 2. State manufacturer's name and catalog number for each item. B. Manufacturer's Recommendations Submit two copies of current recommended methods of installation for each item. 1.4 Product Handling: A. Protection 1. Protect resilient and rubber flooring m�terials before, during and after installation. 2. Protect installed work and materials of other trades. B. Replacements 09650-1 0 COMO COMMUNITY CENTER RFNOVATION 1. If damaged, make all repairs and replacements. Part 2. Products 2.1 Vinyl Composition Floor Tiles: A. General Tile shall be product of one manufacturer and shall, to maximum extent possible, be of a single batch number B. Acceptable Products - Armstrong, Azrock C. Colors and Patterns - As per Architect selection D. Size-12"x 12" E. Thickness-1/8" 2.2 Base: � A. General . Base shall be coved and the product of one manufacturer. B. Acceptable Products 1. Roppe — continous roll, preformed corners C. Size- 4" high D. Thickness-1/8" E. Color - To be selected by Architect 2.3 Adhesive: A. Waterproof, stabilized clear latex base equal to Armstrong S/50. B. Asphalt emulsions or other non-waterproof types are unacceptable (No asbestos permitted). 2.4 Other Materials: A. Materials not specifically described but required for proper installation, shall be as recommended by the manufacturer of the material to which it is applied. B. Provide extra stock to Owner. Part 3. Execution 3.1 SurFace Conditions: A. Inspection 096�0-2 L■] 0 � � � �J � I�t � � � ��J � LJ � �� L+�J I�1 � COMO COMMUNITY CENTER RENOVATION 1. Inspect installed work of other trades and verify such work is complete to the point where this installation may begin. 2. Verify that material may be installed in accordance with original design and manufacturer's recommendations. B. Discrepancies . 1. In event of discrepancy, notify Architeci. 2. Do not proceed until discrepancies have been resolved. 3.2 Preparation: A. Sub-floors 1. Remove existing floor tile 2. Broom clean or vacuum surfaces and inspect sub-floor and level to remove irregularities. 3. Commencing of laying tile will indicate acceptance of sub-floor and responsibility for complete work. . 3,3 Installation: Install flooring in accordance with the original design and the manufacturer's recommendations. 3.4 Cleaning and Protection: A. Cleaning 1. Upon completion of installation, remove surplus adhesive from adjacent surfaces. 2. As soon as possibfe after installation and in accordance with the manufacturer's recommended timing, clean entire flooring surface and base, using materials recommended for that purpose by the flooring manufacturer. B. Finishing Prior to final inspection, apply wax and buff with the type of wax and number of coats recommended by the flooring manufacturer. C. Protection Provide non-staining paper pathway taped to flooring in direction of foot traffic throughout work. END OF SECTfON 09650-3 � � a � � D 11 � � � Q a D � � � � � J COMO COMMUNlTY CFIYTER RENOVAT/ON SECTION 09680 CARPET 01 Materials 26 oz. Carpet tile, Mannington, Carthege II, or approved equal. Color as selected by architect. Construction Graphics Loop Pile Pile Fiber & Type 100% DuPont Type 6.6 Continous Filament Nylon with Soil Resistant Technology Dye Method Solution Dyed/ Yarn Dyed Gauge 1/10 Stitch Rate 12 per inch � Tufted Yarn Weight 26 oz. Per sq. yd. Module Backing Macro-Tec Reinforced Composite (Lifetime Warranty) Module Size 18"x18" 02 Installation Carpet tiles shall be installed in accordance with manufacturer's recommendations. Adhesives shall be as recommended by manufacturer of flooring and base materials used, and all excess thoroughly removed from adjacent surfaces. 03 Cleaning � After installation is complete, clean and vacuum entire surface. The Owner shall have the right to examine all carpet scraps and retain any for future repairs. END OF SECTION . � 1'•: �� *J C�� I�� L1 L!J � � L�J �1 � Ll LJ � �aJ � LI � GOMO COMMUNI TY CENTER REIVOVATI0IV SECTION 09900 PAINTING Part 9. General 1.1 Description: � A. Work Included Painting and finishing of all interior and exterior exposed surfaces except here the natural finish of the material is obviously intended as a surface not to be painted. Types of materials, number of coats, and dry mil thickness shall be as listed in the paint schedule in Part 3 of this specification. B. Definitions The term "paint", as used herein, includes enamels, paints, sealers, fillers, emulsions, and other coatings whether used as prime, intermediate or finish coats. � 1.2 Quatity Assurance A. Use only qualified journeymen painters for mixing and application of paint. In accepfance or rejection of work, no allowance will be made for lack of skill on the part of painters. 6. Codes and Standards 1. Comply with pertinent codes and regulations. 2. Comply with "Standard (type 1)" as defined in the latest edition of the Painting and Decorating Contractors of America in their "modern Guide to paint Specifications". 1.3 Submittals: A. Materia( List 1. Submit a complete list of materials proposed to be furnished and installed under this portion of the work. 2. This shall in no way be construed as permitting substitution of materials for those specified. B. Samples 1. If directed by the Architect, prepare two sets of samples of scheduled colors painted on 6" x 11 "x U4"material. 2. If possible, sample shall be same material on which coating will be applied in the work. C. Manufacturer's Recommendations 09900-1 • COMO COMMUNITY CENTER RENOVATION Submit for Architect's review the current recommended method of application published by the manufacturer of each specified material. 1.4 Product Handling: A. Delivery Deliver materials to job site in original unopened containers with legible labels intact. B. Protection 1.� Store approved materials in a suitable and designated area at the job site. 2. The designated area shall be restricted to storage of paint materials and related equipment. 3. Use necessary means to ensure safe storage and use of materials and prompt and safe disposal of waste. 4. Protect materials before, during and after paint. 5. Protect installed work/materials of other trades. C. Replacements In event of damage, make repairs and replacements as necessary. Part 2. Products 2.1 Paint Materials: A. Manufacturer 1. Materials selected for coating system for each surface shall be the product of a single • manufacturer. 2. Paint materials listed herein, unless otherwise designated in the "Painting Schedule", are the products ofi Jones and Blair and require no further approval as to manufacturer. 3. Equivalent products of Pittsburg Paints (Manor Hall or Wall Hide), Benjamin Moore (Regal Wall and Satin Impervo), Duponts (Lucite), Cooks (coravel), Monarch and Tnemec may be used subject to approval by the Architect of the materials list required to be submitted. 4. Equivalent products of other major paint manufacturers may be used subject to review and approval by the Architect of the materials list and manufacturers' recommendations required to be submitted. B. Compatibility 1. Paint materials and equipment shall be compatible in use. a. Finish coats shall be compatible with prime coats. 09900-2 � L`� L�J � L�l � L�! lJ �� u �� COMO COMMUNITY CF'NTER RENOVATION b. Prime coats shall be compatible with surface to be coated. c. Tools and equipment shall be compatible with coating to be applied. 2. Thinners shall be only those recommended by the manufacturer of the material being thinned. Part 3. Execution 3.1 SurFace Conditions: A. tnspection 1. Inspect installed work of other trades and verify that.such work is complete to a point where this installation may commence. 2. Verify that finishes may be applied in accordance with pertinent codes, regulations, and requirements of these specifications. B. Discrepancies: 1. In event of discrepancy, notify Architect. 2. Do not proceed until discrepancies have been resolved. 3.2 Preparation Of Surfaces, General: A. Protection Mask, remove, or otherwise protect all hardware, accessories, machined surfaces, plates and similar items in contact with painted surfaces but not scheduled to receive paint. B. Priming � Spot prime exposed nails and other metals which are to be painted, using primer recommended by manufacturer of the coating system. i� C. Cleaning 1. Clean all surfaces before applying paint or other surface treatment. � 2. Schedule cleaning and painting so that dust or other contaminants from cleaning process will not fall on wet, newly painted surfaces. � � i �1 � � �� 3.3 Preparation Of Metal Surfaces: A. Galvanized Metal 1. Clean and solvent until completely free frorli dirt, oil and grease. 2. Trust cleaned surface with phosphoric acid etch. 3. Remove excess etching solution and allow to dry completely before application of paint. 09900-3 COMO COMMUNI TY CENTER RENOVATION B. Other Metals 1. Clean all surFaces until completely free from dirt, oil and grease. 2. Allow to dry thoroughly before application of paint. 3.4 Paint Application: A. General 1. Paint all surfaces except glass, finished masonry, flat concrete, and similar items not pre finished and not called out as unfinished. B. Drying 1. Allow sufficient drying time between coats. 2. Modify drying period as recommended by material manufacturer to suit adverse whether conditions. 3. Oil-base and oleo-resinous solvent type paints are considered dry for re-coating when paint feels firm, does not deform or feel sticky under moderate pressure of the thumb or application of another coat does not cause lifting or loss of adhesion of undercoat. C. Environmental Conditions 1. Comply with manufacturer's recommendation regarding environmental conditions under which coating systems may be applied. 2. Do not apply paint in areas where dust is being generated. D. Moisture Content � 1. Use an approved moisture-meter to test surfaces. 2. Do not apply initial coating until meter reading is within limits recommended by paint manufacturer. E. Defects Sand and dust between coats to remove defects visible to the unaided eye from a distance of five feet. F. � Color of Undercoats Slightly vary the color of succeeding coats. 3.5 Inspection: A. General - Do not apply additional coats until completed coat has been inspected and approved. B. Number Of Coats - Only inspected and approved coats will be considered in determining number of coafs applied. 1••11 � � � 3.6 Ciean Up: COMO COMMUNlTY CENTER RENOVATION �} A. General �� 1. Do not allow accumulation of empty containers or other excess items except in areas � set aside for that purpose. 2. Prevent accidental spilling of paint materials. In event of spill: � a. � Remove spilled material and waste or other-equipment used to cleanup spill. b. Clean surfaces to their original undamaged conditions. � B. Prior to Finat Inspection � Visually inspect all surfaces and remove all paint and traces of paint from surfaces not � scheduled to be painted. 3.7 Painting Schedule: aA. Exterior Metals (except as otherwise scheduled): 15t coat - Exterior Metal Primer (MWF 3.2 mils). �2"d coat - Exterior Metal Paint (MWF 4.0 mils) V 3�a coat - Same � B. Exterior Galvanized Metals: 15t coat - Exterior Galvanized Metal Primer � 2"a coat - Exterior Metal Paint (M1 LVF 4.0 mils) C. Hollow Metal Frames and Doors: n Touch up shop primer. Spray applied coats �[ 1 St coat - Alkyd Satin Enamel (MWF 2.9 mils) 2"a coat- Same aD. Exterior Wood: 1St coat - Latex Exterior Wood Primer (4.0 mils) Q 2"a coat - Latex Exterior Wood Paint (3.6 mils) 3`d coat- Same � E. Interior Metals (Secondary Surfaces): 15t coat - Ornamental Metal Primer (MWF 3.6 mils) 2"a coat - Alkyd Satin Enamel (MWF 2.9 mils) � F. Interior Metals (Primary.Surfaces): . �"� 15t coat - Omamental Metal Primer (MWF 3.6 mils) u 2"d coat-- Alkyd Satin Enamel(MWF 3.6 -mils) 3`d coat- Same nG. Interior Galvanized Metals: U ao9900_5 COMO COMMUNITY CENTER RENOVATION 15` coat - Interior Galvanized Steel Primer (MWF 3.6 mils) 2"a coat- Alkyd Satin Enamel (MWF 3.6 mils) H. Pipes, Mechanical and Electricai Equipment: Finish in accordance with above specifications for galvanized metal and interior metals (Secondary Surfaces). Refer to Article 3.3. I. Interior Wood Painted: - 15t coat - Interior Wood Primer (MWF 4.0 mils) 2"d coat - Alkyd Satin Enamel (MWF 3.6 mils) J. Interior Wood - Transparent Finish (Doors; Millwork): � 1 St coat - Paste Filler and Sand 2"a coat - Millwork Finish 3`d coat- Same 4th coat - Same 5�h coat - Millwork Satin Wax K. Gypsum Board Walls: 15t coat — Latex Semi-Gloss Enamel (MWF 3.6 mils) 2"a coat - Same � L. Gypsum Board Wals - Epoxy: 15t coat - Pigmented Latex Wall Primer 2nd COat — EpOxy 3rd coat - Same M. Drawer interiors: � 1St coat - White Varnish 2"a coat - Gloss Varnish- 3.09 Schedute of Colors A. Paint Finishes: To be selected by Architect. C. Paint finish on HVAC supply and return air grilles shall match adjacent surface color 1 Paint at-gypsum board ceiling and wails. 2. Factory standard white at suspended acoustical ceilings. END OF SECTION 1'•11 . � � � � L■J � �J � lw� �J � L� COMO COMMUNITY CENTER RENOVATION SECTION 10160 SOLID PLASTIC TOILET PARTITIONS Part 1. General 1.1 Description: A. Work Included Toilet partitions required for this work are indicated on the drawings and include plastic laminate, floor mounted ceiling anchored toilet partitions B. Related Work Described Elsewhere 1. Toilet and Bath Accessories Section 10800 1.2 Quality Assurance: Use only personnel who are skilled in the work required, and who are completely familiar with the manufacturer's recommended methods of installation, and are also thoroughly familiar with requirements of this Work for installation. Take field measurements prior to preparation of shop drawings and fabrication where possible, to ensure proper fitting of the work. However, allow for adjustments within specified tolerances whenever taking of field measurements before fabrication will delay the work. 1.3 Submittals: A. Shop Drawings � Before any toilet partitions are delivered to the job site, submit Shop Drawings of these specifications. D Include Shop Drawings for fabrication and erection of assemblies not fully described by product drawings, templates and instructions for installation of anchorage devices built into other work. L�� L�� '�.1 L■1 '� �LJ B. Color Chips Submit full range of color samples for each type of unit specified. Submit 6" square sample chips representing the scheduled colors from the selected manufacturer in the quality of partition specified, for color verification after selections have been made. C. Installation Methods Submit two copies of manufacturer's detailed technica( data for materials, fabrication and installation (showing required blocking and bracing), and include catalog cuts of anchors, hardware, fastenings and accessories. 1.4 Product Handling: A. Protection 10160-1 COMO COMMUNITY CENTER RENOVATION Protect toilet partitions and screens before, during and after installation and protect installed work and materials of other trades. B. Replacements In the event of damage, make all repairs and replacements necessary. Part 2. Products 2.1 Floor Mounted: A. General Toilet compartments are floor mounted overhead braced as manufactured by COMTEC INDUSTRIES, Scranton, PA. B. Materials Doors, Panels, and pilasters are constructed of i" thick solid HDPE resin which is water resistant, non-absorbent and has a self-lubricating surface that resists markings from pens, pencils and other writing instruments. Color and material are homogenous throughout and is selected from Comtec's Standard Series S200. All doors, panels, and pilasters are covered with protective masking. C. Panels Panels are 1" thick HDPE with edges uniformly machined to a 1/4" radius, panels are 55" high and anchored to walls and pilasters with 54" continuous plastic wall brackets or three 1 1/2" aluminum stirrup brackets. D. Doors Doors are 1" thick HDPE with all edges uniformly machined to a 1/4" radius. Doors are 55" high and mounted to pilaster5 with an 8" aluminum wrap-around hinge. Each door is furnished with one coat hook/bumper of heavy chrome plated Zamak and one aluminum slide latch (handicapped doors also include one door pull and door stop). E. Pilasters Pilasters are 1" thick HDPE with all edges uniformly machined to a 1/4" radius. Pilasters are floorto ceiling and anchored to panels and walls with three 1 1/2" aluminum stirrup brackets. The pilasters contain no less than one level adjusting bolt on the bottom and attach to the floor in a plastic pilaster shoe or a stainless steel pilaster shoe. Pilasters are overhead braced with an aluminum headrail. Headrail is secured to structure above ceiling. F. Aluminum Hinges Aluminum Hinges are 8" gravity/cam acting made of heavy-duty extruded aluminum (6463-T5 alloy) with bright dip anodized finish and wrap-around flanges. Hinges are pre- drilled and weigh no less than 1.5 pounds per linear foot. Hinge wall thickness is .175". The cam is constructed from a 3/4" diameter nylon rod and a 5/16" stainless steel pin. Hinges are through-bolted onto doors and pilasters using stainless steel, tamper resistant sex bolts. Hinges are factory set to a full close position unless otherwise specified. 10160-2 LJ � COMO COMMUNITY CFNTER RENOVATION G. Aluminum Stirrup Brackets �j Aluminum Stirrup Brackets are 1 1/2" long made of heavy duty extruded aluminum (6463- �j TS alloy) with bright-dip anodized finish. Stirrup brackets are pre-drilled and weigh no less than 1.394 pounds per linear foot (double ear). Bracket wall thickness is 1/8". Stirrup � brackets are mounted to pilaster with stainless steel, tamper resistant sex bolts. Panels are through-bolted into brackets with stainless steel, tamper resistant sex bolts. The attachment of brackets to the adjacent wall construction is accomplished with #14 x 1 1/2" stainless steel phillips-head screws and plastic anchors. � L1 !�J H. Stainless Steel Pilaster Shoes Stainless Steel Pilaster Shoes are 3" high, and constructed from 20 gauge stainless steel. Pilaster shoes are anchored to the finished floor with #14 x 1 1/2" stainless steel phillips-head screws and plastic anchors. Pilaster shoes are through-bolted onto pilaster with stainless steel, tamper resistant sex bolts. Provide pilaster shoes to anchor pilasters to ceiling. Latches L�J LJ � L�1 �'� � L� V� f� �� Latches are fabricated from heavy-duty extruded aluminum (6463-T5 alloy). Latch housing has a bright-dip anodized finish. Slide and button have a black anodized finish. Latch is mounted to the door with stainless steel, tamper resistant sex bolts. J. Strike and Keeper Strike and Keeper is 6" long and fabricated from heavy-duty extruded aluminum (6465-TS alloy) with a bright-dip anodized finish and wrap around flanges. Strike and keeper is mounted to the pilaster with stainless steel, tamper resistant sex bolts. The bumper is made of flexible vinyl. Part 3. Execution 3.1 Surface Conditions: A. Inspection 1. Inspect installed work of other trades and verity that each work is complete to the point where this installation may properly commence. 2. Verify that toilet partitions and urinal screens may be installed in accordance with original design, and approved Shop Drawings, and manufacturers recommendations. B. Discrepancies 1. In event of discrepancy, notify Architect. 3.2 Installation: 2. Do not proceed with installation until discrepancies have been fully resolved. Install toilet partitions and urinal screens where indicated on Drawings and as indicated on approved Shop Drawings, anchoring components firmly in place for long life under hard use and in accordance with manufacturer's recommendations. Mount all toilet accessories with theft-resistant, tamper proof anchors. Install partitions rigid, straight, l O l 00-3 COMO COMMUNITY CENTER RENOVAT/ON plumb and level. Provide clearances of not more than 1/2" between pilasters and panels, to walls, with not less than two stirrup brackets attached near top and bottom of panel. Locate wall brackets so that holes for wall anchorages occur in masonry or tile joints. Secure panels to pilasters with not less than two stirrup brackets located to align with stirrup brackets at wall. Secure panels in position with manufacturer's recommended anchoring devices. a. Floor Supported Partitions Set pilaster units with anchorages having not less than 2" penetration into structural floor, unless otherwise recommended by partition manufacturer. Level plumb and tighten installation with devices furnished. Hang doors and adjust so that type of doors are level with tops of pilasters when doors are in closed position. b. Screens Attach with concealed anchoring devices, as recommended by manufacturerto suit supporting structures. Set units to provide support and to resist lateral impact. 3.3 Adjust and Clean Adjust and lubricate hardware for proper operation. Set hinges on in-swinging doors to hold open approximately 30 degrees from closed position when unlatched. Set hinges on out-swinging doors and entrance swing doors to return to fully closed position. Clean exposed surfaces of partition systems using materials and methods recommended by manufacturer and provide protection as necessary to prevent damage during remainder -of construction period. END OF SECTION 10160-4 � 0 ,L�J � � L�J I �; � � � � � � � [wJ � L�J t�l � COMO COMMUNITY CE11lTER RENO VA TION SECTION 10400 IDENTIFYING DEVtCES Part 1. General 1.1 Description: Identifying devices required for this work include a plaque, building identification, • handicapped signs and room signs. To be provided under the $1,000 Allowance for graphics part of the contract 1.2 Submittals: A. The Architect will present the Contractor with a graphics package. B. Shop Drawings Submit shop drawings. 1.4 Product Handling: A. Protection 1. Protect identifying devices before, during and after installation. 2. Protect installed work of otheFErades. 8. Replacements In event of damage, make necessary replacements. Part 2. Products Not Used Part 3. Execution Not Used END OF SECTION � 10400-1 � � � lJ SECTION '! 0520 FIRE EXTINGUISHERS AND CABINETS � Part 1. General 9.1 Description: � � A. Work Included 1. Portable Fire Extinguishers � 2. Fire Extinguisher Cabinets 1.2 Product Handting: � A. Protection � r l!�i � l�J � l�'l � LJ t�!I COMO COMMUNITY CFNTF'R RENOVATION DIVISION TEN - SPEClALTIES 1. Protect equipment before, during and after installation. 2. Protect installed work of other trades. B. Replacements In the event of damage, make necessary repairs and replacements. Part 2. Products 2.1 Fire Extinguisher Cabinets: J. L. Model Clear VU 2516 standard, semi-recessed, locked cabinets with break glass, 18 gauge steel cabinet with 20 gauge steel trim, paint as directed by Architect. 2.2 Portable Fire Extinguishers: �J. L. Model Cosmic, 5 pound, UL Rating 2A-10BC for Class "ABC" fires. Part 3. Execution 3.1 Installation: Install cabinets and extinguishers in accordance with manufacturer's instructions. Refer plans for location of fire extinguisher. 3.2 lnspection: Verify that all cabinets may be properly installed and complete. Clean all exposed surFaces after installation. )"'j 10520 -1 u COMO COMMUNITY CENTER RENOVATION Section 10520 - Fire Extinguishers and Cabinets (Cont'd) END OF SECTION 10520 - 2 LJ � � L� � � � (� � � l�' � � � [�;' � L1 J � .. Part 1. Generat COMO COMMUNITY CENTER RENOVA TION DIVISION TEN - SPECiALTIES SECTION 10800 TO(LET AND BATH ACCESSORIES 1.1 Related Documents: Drawings and general provisions of Contract including general and supplementary conditions, and division one specification sections, apply to work of this section. 1.2 Description: Extent of each type of toilet accessory is indicated on drawings and schedules and include: Toilet Tissue Dispensers, Feminine Napkin Disposal, Electric Hand Dryers, Liquid Soap Dispensers, Mirrors, Recessed Waste Receptacle Units, Grab Bars, Utility Hooks and Mop holder. 9.3 Quality Assurance: A. Inserts and Anchorages Furnish inserts and anchoring devices which must be set in concrete or built into masonry; coordinate delivery with other work to avoid delay. B. Accessory Locations . Coordinate accessory locations with other work to avoid interference and to assure proper operaiion and servicing of accessory units. C. Where ADA/TAS dimensions are indicated on the drawings, they are to be strictly adhered to. 1. In the event of a discrepancy, notify Architect. 2. Do no proceed with installation until discrepancies have been resolved 1.4 Submittats: A. Product Data Submit manufacturer's technical data and installation instructions for each toilet accessory. B. Samples Submit futl size samples, if required, of units to Architect for review of design and operation. Acceptable samples will be returned and may be used in the work. - 10800 -1 � COMO COMMUNITY CENTFR RENOVATION Section 10800 - Toilet and Bath Accessories (Cont'd) C. Setting Drawings Provide setting drawings, templates, instructions and directions for installation of anchorage devices and cut-out requirements in other work. . Part 2. Products 2.1 Acceptable Manufacturers: Subject to compliance with requirements, World Dryer, American Specialties, Inc., Bobrick Washroom Equipment, Inc., Bradley Corporation. _ 2.2 Materials (General): Stainless Steel - AISI Type 302/304 with polished No. 4 finish, 22 gage (.034") minimum unless othervvise indicated. Sheet Steel - Cold Rolled, commercial quality ASTM A 366, 20 gage (.040") minimum unless otherwise indicated. Surface preparation and metal pre-treatment as required for applied finish. Galvanized Steel Sheet - ASTM A 527 G60. Chromium Plating - Nickel and Chromium electradeposited on base metal, ASTM B 456, Type SC 2. . Baked Enamel Finish - Factory applied, gloss white, baked acrylic enamel coating. Stainless Steel Framing - AISI Type 302/304 with polished No. 4 finish. Aluminum Framing - Manufacturer's standard alloy extruded aluminum shapes, with clear anodized finish. Galvanized Steel Mounting Devices - ASTM A 386 hot-dip galvanized after fabrication. Galvanized Steel Mounting Devices - ASTM A 153 hot-dip galvanized after fat�rication. Fasteners - Screws, bolts and other devices of same material as accessory unit or of galvanized steel where concealed. Anchor Plates - Are 12 gauge (2.7mm) steel, 3" (76mm) wide, to accommodate different configurations and a length to grab bars. Furnished with stainless steel machine screws to accommodate up to 1 1/2" (38mm) thick. Anchor plates secured to studs by welding, self-threading screws. � 10800 - 2 � � � � � .LJ �,_�.J � � � f,l � COMO COMMUNI TY CENTER RENOVATION Section 10800 - Toilet and Bath Accessories (ConYd) 2.3 Toilet Accessories A. Paper towel dispensers and waste receptacle - semi-recessed: Bobrick #8-3942. One unit per restroom. B Toilet Dispensers by owner. C. Utility Hook Strip: Bobrick #B-232 X 24. Provide in all utility and janitors closets. D. Surface Mounted Soap Dispensers: Bobrick #B-8221 provide a each lavatory. E. Feminine Napkin Disposal: Bobrick #8-354. Provide one between each adjoining women's toilet stall. Mount 34" to top of unit in public restrooms only. F. Mirrors: Bobrick#B-290series 1. Stainless steel framed mirrors of the size indicated on the drawings. G. Mop and Broom Holder: Bobrick #8-223 x 24" long with three (3) holders. Provide one unit at each janitors closet. H. Electric Hand Dryers - Manufacturers: World Dryer, Bradley Corp. - Recessed, Fixed nozzle, push- button, electric hand dryer. I. Grab Bars - Stainless steel type: Provide grab bars with wall thickness but less than 18 (.050") gage and as follows: (as shown on plans) Mounting - Concealed, manufacturer's standard flanges and anchorages. � Mounting - F�cposed, manufacturer's standard flanges an anchorages. Clearance - 1 1/2" clearance between wall surface and inside face of bar. Gripping Surfaces - Smooth, satin finish. I� L:J � �� I� � .� A. General: Only an unobtrusive stamped logo of manufacturer, as approved by Architect, is permitted on exposed face of toilet or bath accessory units. On either interior surFace not exposed to view or back surface, provided additional identification by means of either a printed water proof label or a stamped nameplate, indicating manufacturer's name and product model number. Surface mounted toilet accessories (except where othervvise indicated) fabricate units with tight seams and joints, exposed edges rolled, hang doors or access panel with continuous stainless steel piano hinge. Provide concealed anchorage where possible. � 10800-3 COMO COMMUNITY CENTER RENOVATION Section 10800 - Toilet and Bath Accessories (Cont'd) B. Recessed Toilet Accessories Except where otherwise indicated, fabricate units of all welded construction, without mitered corners. Hand doors or access panels with full length stainless steel piano hinge. Provide anchorage which is fully concealed when unit is closed. Part 3. Execution: Install toilet units in accordance with manufacturer's instructions, using fasteners which are appropriate to substrate and recommended by manufacturer of unit. Install units plumb and level, firmly anchored in locations and at heights indicated. Clean and polish all exposed surFaces after removing temporary labels and protective coatings. END OF SECTION 10800 - 4 � � L! l�J L! � �� V� � � � L*"J � � I� �� ' !� CONIO COMMUNITY CENTER RENOVATION SECTION 11452 APPLIANCES Part 1. General 1.1 Description: A. Provide and install each of the following appliances: see Equipment Schedule sheet A2.5 1.2 Product Handling: A. Protection: Protect all appliances before, during and after installation and protect installed work and materials of other trades. B. Repiacements: In event of damage, make all replacements and repairs necessary, at no additional cost to Owner. 1.3 Guarantee: A. Submit copies of manufacturer's warranty. 1. Submit installer's guarantee of proper installation, � Part 2. Products: 2.1. General: A. Commercial Appliances shall be complete with required accessories. B. Acceptable Manufacturer's Brands: see Equipment Schedule sheet A2.5 Part 3. Execution: A. Coordination: Coordinate with other trades as required to ensure proper and adequate provision in framing and wall/cabinet finish for installation of appliances, in locations as indicated on Drawings. B. Inspection: 1. Inspect location and verify that necessary provisions have been made. 2. In the event of discrepancy, notify the Architect. 3. Do not proceed with installation until discrepancies have been fully resolved. 3.2 Installation: A. General: Install appliances where indicated on the drawings, and in accordance with manufacturer's recommendations, anchoring necessary components firmly in place for long life under hard use. 1. Provide anchors, bolts and other necessary fasteners, and attach accessories securely to walls and partitions, etc. in locations as shown or directed. 11452-1 COMO COMMUNITY CENTER RENOVATION END OF SECTION 11452-2 � � CITY OF FORT WORTH, TEXAS CONSTRUCTION CONTRACT THE STATE OF TEXAS � KNOW ALL MEN BY THESE PRESENTS: COUNTY OF TARRANT � This agreement made and entered into this the 9�' day of November AD, 19 99 , 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 Maddox Enqineerina and Construction. Inc. of the City of Fort Worth County of Tarrant 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: � COMO COMMUNITY CENTER RENOVATION Q 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 !�'j -- thereof and to fully complete and finish the same ready for the inspection and approval of the Transportation U and Public Works Director of the City of Fort Worth and the City Council of the City of Fort Worth within a period of 120 calendar days. � The agreed upon total contract amount shall be $239,500.00. � 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, Builde�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 faciliry. � 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. � .- C-1 � � � � � 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- tions, there shall be deducted from any monies due or which may thereafter become due him, the liquidated damages outlined in the General Conditions, not as a penalty but as liquidated damages, the Contractor and his Surety shall be liable to the Owner for such deficiency. I certify that I have read and understood the information regarding my obligations as a Contractor on a project funded by the United States Department of Housing and Urban Development, which is contained in the Contract provision contained in the Project Manual. I understand that, should I have any questions regarding my obligations, I will as soon as possible seek clarification and interpretation from the responsible staff member at the Fort Worth Fiscal Services Department/Intergovernmental Affairs and Grants Management Section. IN WITNESS WHEREOF, the City of Fort Worth has caused this instrument to be signed in SIX (61 r^? 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 9"' day of November , AD, 19 99 . MAor�� K� In) � Rt��j,,� C,p�-nN �NG � Contractor %n / By: _ _l APPROVED: Name ��a� • - � � � � � � � APPROVAL RECOMMENDED: �� - - - ��..�� ' �� ; ; �� By: � =' t..� Transportation and Public Works APPROVED AS TO FORM AND LEGALITY: By: A'ssist � Attorney � By. .� - ssistant City Manager RECORD � gy; i � �� Ciry Secretary ��-a�'-��9 Date �- /7��8 Contract Authorization //- �� -9� Date C-2 Il � � I•I I'� � � �l � � � � � � l� � � I�l � THE STATE OF TEX[�S COUNTY OF TARRANT PER.FORMANCE BOND BOND NO. CC069900031 KN(.7W A�.L. MEN �3Y 'I`�IESL PRESENT: That we (t) Maddox �n�:ineerin� and Construction, inc. (2) Compxnv of Tcxas hereinafter called Principal and (3) _ CUI�ERLAND CASUALTY & SURETY COI�IPANY , a corporation organized and cxisting under the laws of the State and fi�lly authoriz�d to trans�ct business in tlie State of�Texas, as Surety, are hetd and firmiy bound unto the City o£ k'ort 'Worth, a municipal corporation oc�aa�ized and e;cisting under t1�e laws of the �t:�te of '1'exxs hereinafter called Owner, i►i the penAl sutn of: 'I`wo Hundred Thirtv Nine'�'housand, k'ive Hnndred bolt�r;c Sc No Cents $239,500.00 Dollars ict tawfi�l money of the United States, to be paid in �Fort Wortl�, Tarrant C:ounty, Texas, for ttzc payment of which sum we11 nnd truly be m�de, we fiereby bi�td ourselves, our heirs, exectitors, fldministrators, and successors, jointly and severally, f►rmly by these presents. THE CONDITION OF THIS �BLIGATION is such that Whereas, tl�e Principal entered itito a certain contract with tlie City of Foe�t Worth, ttle Owner, dated tlie 9th ciay of Novcmbcr . 1999 , a copy of which is hcrcto nttachcd and made fl part hereoi; for the construction of: COMO COMMU�IITY CENTER RENOVATION desi��iated as Project Number _ GR76/0802Q6108170 &�R76/080206101790 , a copy of wl�ich contract is hereto attachecl, referreci to, and tnade a part hereoC as fully and to the same extent as if copies at lenb*th hercia�, sueh projeet and eonstruetion bc:ing hereinal�er re%rred t0 25 [he `:wOrk". - NU�A/ 't'H�,kE�ORE, iF the �'rincipal shalt welf, truly and Caithful(y p�rfarm thc �vork in accordance. with thc �lans, specification, and c�ntract document during the original term thzreof, and any extensions therc;of which may bc �ranted by thc O�vner, with or withant notice to the Surety, and if he sl�all satisfy ali claims a�id demands incurrcd undcr such conlract, and shall fully indemnify and save hartnless the Owncr from all costs and damages �vhich it may suffer by reason of failure to do so, and s}iall reimburse �ttd repay tile owner alt outlay and expense whieh the Owner may incur in making good any d�fault, then tt�is oblig�tion shflll be void; otheitivise to remain in fi�ll force aric� effect. PROVID�D PURT'F-�R, th�t if any legfll action be tiled upot3 this bond, venue shall lie iu Tflrrflnt County, State o2 Texas. ANU �'1ZO�IJr)fiD FL7RTHER, that the said Surety, for v;�lUc CCC�IVCCI, hercby Slipul�Ces and agrees that no chan�e, extez�sion of time, alteration or addition to the terms of the contr2ct or to the �vork to be perforcned tizereunder or the spccifications accompanying the sflme shflll in any wise flffect its obiigation on this 6ond, snd it does hereb� w•ai�ve notice of any such change, extension of t'sme aIteration or addition tc� th� tcrms of the contract or to thc work or to [he specifications. A:\4PERBOND.FRM LJ � � � � L.� � � � � � ' � � IN ��I1"INESS WNERL-OP, this instrtiment is executed in 6 Counterparts each one of �vhich shall be decme�! an origtnal, this the 9ti� day of IVo��cmber . 1999. ATTEST: �.�. �—��z,.— ��\s `1� (Principal) Secretary � (SEAL) P. O. EOX 1150 (Ac�dress) LEWISVILLE, TX 75067 ATTEST: (Surety) Secretary (SEAL) ;, �� <k' 11i':l�'. �- —:�ik"�- W1irieSS �S t0 �Uretj' MADDOX IIVGINEERING AND CONSTRUCPION, INC. Principal (4) B}-; �".' `� � , �� 4i `C1 ��L��,� 1 K-�`�F � (Printed Na1ne�I'itle) P. O. BOX 6076 _ _ - ADDRESS FORT WORTH, TX 76110 CITY/ST�TE/ZIP CUMBERI�AI�TD CASUALTY & SURF.'PY COMPANY (Surety) By: 7 Li,ti�.�'—�i.0 ,�?. ��'vGi_l (Attorney-iu-Fact} (5 j PAULINE L. LESCH (Printed Attorney-in-Fact) Nnre� Date ofRand m��sr not be prlor ro dnr� of CvRr.acr (l) Cor�sct rrama o%ConlrcictOr (?) A('nrpnrr�lion, r� Parinerchlp nr nnd lndirrdval, as cc.xe rnav be (3} Corrtcl Numg oj5ure�v ('s1 /f ('nnrractnr Lr/�artn�r.clup all Parrners 5�1p71I[I PTBCt[l6 bo»d (S) .4 lnir Cppy rl/V(�uWr p%.J (r�lrnr�y sha11 hc• anached ro bond hyArro.ney�i»-Fact A:14PER80ND.FRM � LJ pT�� STATE OF TEXAS COUNTY OF TARRANT T�vo Hundred Thirtv Nine Thonssnd. Fivc Hundred Dollars & No Cents � KNOW ALL MEN BY TI-�ESES FRESENTS: That we, Maddox En�ineerin� ttnd Coristruction, Inc. a corp�ration of Tarc•ant Counry, Te�as hereinafter calleci Principal and (3) C[JMBERLAND CASUALTY & SURETY COMPANY � , a corporation organizcd and existing under the Eflws of die State and futl� anthorized to transact business in the State of Te.�s, as Surety, are held and �rmly bound u��to the City of Fort Woz-ch, a municipal corporation orgaa�ized and existing un�der 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 bailding or improvements hcreinafter referred to in the pen�f sum of: � �J � L�J � � � $239.500.04 la�ful money of the United States, to be paid in Fort Worth, Tarran[ County, Texas, for thc payment of which sum well and truEy be made, wc bind ourselves, ot�r heirs, executors, �dministrators and .uccessors jc�intly a�id severally, firmly by these presents. TI� CONDITION OF TI-�IS O.BI,,TGA'frON is such tha[ Wherens, the Princip�i entered into a certain contract with the City of F�rt W�rth, the Uwner dated thc 9t�1 dfly of Novernber , 1999, a copy of which is hereto attached and made a part hereof, for the construetion of_ PAYMENT BOND BOND NO. CC069900031 COMO C�ivr1V1UNITY CENTER KENO VATXON' designatcd as Projeet Number GR76/0802U6108170 & G�t76/080206�i)17y0 copy of which contract i� Ftcreto flttaehed, refe['red to, tu�d txtade a part herepf as fully and to tl�e same extent as if copied at len�cti herein, such project and construction beinb here.inafter rcferrcd �o as the "works". NUW, TH�f2��URE, thc eondition of the obligfltion is such that, if the Principa[ shall promptly tnflke p�yment to all claimants as defined in Articid 5160 <>f thc Revised Civil Statutes oF Te;cas, supplying lflbor flnd materials in flie prosecutioct of the work provided for in said Contract, then this obligatioci shall be tiull and void, otliettivise it shall remaan in full force and eifect_ THIS BOND IS MADE AND ENTERED it�to solely for tl,e Protection of all claimants supplyin� � lsbor and m�teriaf in the pros�cution 4f [he work provided for in s�id Contract, as ct�imants are defiaied ii� said Article 5 i 60, and all such claimants shal] have a direct right of action under the bond as provided in [�rticle S l60 of the Revised Civi( Statutes. � � l� I■I PROVIDED FtJFTHER, that if any lc:bal action bc filed upon this bond, venue shflll lie in Tarrflnt Cottnty, Stnte of Texas, tutd that tlie said Surety, fc�r valuE r�c�ived, hereby stipulates snd agrees that no ch�.tl�e exterision of time, alteration or addition to thc� terms of the contract or to the work to be performed thcreuncler ur the specificati�n accompanying tl�e same sliall in any wisc affcet its obligatiOns on t}tzs bond, and it d��;s hcrcby �vaive c�otiee of atty such change, extension of time, alteration or addition to thc: terms of the eontract or to the woc'k or the specifications. I'RO'VIU�D PURTI-IER, that no tinal settlement hetwecn thc O�vner and the Contrflctor shall A:15PAY�OND.FRM LJ � � � � abridge the ri(;ht of any beneiiciary heret�tider whUse claim shall be t��isatisf7zd. 1N WITNESS�TH WHEREOF, this instrument is executed in 6 counterparts, each one of whicil sh�ll be deemed an original, ti�is tl�e 9t�� dayo uf November , 1999. ATTEST: `' �,�,� �� (Principal} Secrctary � (SEAL) � � � � � � � � _� Y 1 ' ' P. O. BOX 1150, LE'�IISVILLE, TX (Address) 75067 n'�'I"EST� MADDOX IIVGINEIIZING AND COLVSTRUCPION, IPdC . Principal Bx: � ��v�+..-Z� ``-'IAc�Qc,-,� ��i��= ti� (Prinied Nam�/Title) P. O. BOX 6076 ADbRESS FORT WORTH, TX 76110 CITY/STATE/ZIP CUMI3ERLAND CASUALTY & SURETY COMPANY (Surety) y� (Surety} Secretary By; lL�-��-�-L�.,z�.- �- �l,��i (Attortiey-in-F�ct) (5) PAULINE L. LESCH (Pri��ted Attorney-iii-Fact) (SEAL) !i�'� . �� 1�\ V� .�.�,;��_r ,J Witness as to Suret}� Note (!) �z� (3) �'�% L�a�a uf Br�ntl nntSl +:01 be prrpr !n dute oJ i'On(rCtC! Cone-ct nama UJ COntrp��or A Corporation, a iartnershrp o� �znd Irulivrdual, C+.t Cuse m�y he Correc� Nume ujSrve�� I,% C OrtlrpC(pr iS f'�trfnc�siu�) Ctll Nl�rDter.c sh��ld a.recute bnnd IMPORTANT NOTICE To obtain information or make a complaint: You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P. O. Box 149104 Austin, TX 78714-9104 FAX #(512) 475-1771 PREMlUM OR CLAiM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THiS NOTICE TO YOUR POLlCY: This notice is for information only and does not become. a part or condition of the attached document. _� � � � _'� �,I CUMBERLAND CASUALTY & SURETY COMPANY TAMPA, FLORIDA BOND No CC069900031 KNOW ALL MEN BY THESE PRESENTS: That the Cumberland Casualty & Surety Company, a corporation duly organized under the laws of the State of Fiorida,having its principal office in the city of Tampa, Florida, pursuant to the following resolution, adopted by the Board of Oirectors of the said Company on the 1 Sth day of April , 1999 , to wit: Resoived, that the President of the Company shail have the authority to make, execute and deliver a Power of Attomey constituting as attorney(s)-in-Fact, such persons, firms, or corporations as may be selected from time to time. Be It further resolved, that the signature of the President, Secretary and the Seal of the Company may be affixed to any such Power of Attorney or any certificate relating thereto by facsimile , and any such powers so executed and certified by facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. Cumberland Casualty & Surety Company does Hereby make, constitute and appoint � Pauline L. Lesch its true and lawful attorney(s)-in-fact, for it and in its name, to sign, execute, acknowledge, deliver, act and deed on fts behaif in issuing the bond CC069900031 in the amount of $239,500.00 and to bind Cumberland Casuaity & Surety Company thereby as fully and to the same extent as if such bond or undertaking was signed by the duty authorized officer of Cumberland Casualty & Surety Company, and ali the acts of said attorney(s)-in-fact D pursuant to the authority herein given, and hereby ratified and confirmed. IN WITIVESS WHEREOF, Cumberland Casualty & Surety Company has caused these presents to be signed by an officer of the Company and its Corporate Seal to 6e hereto atTixed. � � � � �� f� �wJ ■I � Bond Type: CONTRACT BOND Obligee: CITY OF FORT WORTH v�'"`�'�`�r,,, CUMBERI.AND CASUALTY & SURETY COMPANY STATE OF FLORIDA ) � ��' � � � SS � SEA% 7�� ..�.�.,-Q�..P_,, -� �� -��— COUNTY OF HILLSBOROUGI� �� ' Edward J. EdenReld IV , President On this 15th day of April, A.D. 1999, before me personaliy came Edward J. Edenfieid IV, to me known, who being by me duly sworn, did depose and say; that he resides in the County of Hillsborough,State of Florida; that he is President of Cumberland Casualty & Surety Company, the corporation described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instruments is such corporate seai; that it was so affixed by order of the Board of Directors of said corporation and that he signed his name, thereto by like order. �l?� v��•z�a�` _ � �n.�� 6 1�Y PU� BEVERLY ANN JERRY STATE OF FLORIDA ) Z � Commission # No. CC 75&867 SS Expires August 22. 2002 � � BONDED THRU COUNTY OF HILLSBOROUG� ��F �� ATLANTIC BONDING CO.. INC. I, the urtdersigned, 5ecretary of Cumberland Casualty & Surety Company, a Florida Corporation, DO HEREBY CERTIFY that the foregoing and attached POWER OF ATTORNEY remains in full force. Signed and Sealed at the City of Tampa. �urr� �`""'.,�'S. S '�, � 3 �� 1b"• Dated,the 9th Dayof No�•ember 1999 � f-�/�i''"�-�-- �--c_� Carol S. Black Secretaq• � � � . •J � � I� � � J .�J 0 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Article 8308-3.23 of Vernon's Annotated Civil Statutes, Contractor, Maddox Engineerin� and Construction, Inc. certifies that it provides worker's compensation insurance coverage for a11 of its employees employed on City of Fort Worth project Como Communitv Center - Renovation project number, GR76/080206108170 & GR76/080206101790. By� � �� - STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the ��.0.I� �`li l.c�.,�.cQ. D �e 3 3 undersigned authority, �� Title 12--" � '' �� Date on this day personally appeared , known to me to be the person whose name is subscribed to the foregoing instruxnent, and acknowledged to me that he executed the same as � the act and deed of �n.+� �' 4� � �'C'j r(�-�- C' (� C� � C , for the purposes and considerations therein expressed and in the capacity therein stated. � � GIVEN UNDER MY HAND AND SEAL OF OFFICE this �� day of � �� t..�.)wL , 19 `l �1 . , � C � � lR � C� l! � _ . �� N�� Notary Public in and for the State of Texas �TARY I�tlgt,lC �� State of Texas �� p. 0�-28�20Q2 ,,. , r (a) Contractor agrees to provide to t�1e Ciiy 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. (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 sta.ting that the subcontractor has a policy of workers compensation insurance covering each employee employed on the project. Contractor will not permit any subcontractor to perform work on the project until such certificate has been acquired. Contractor shall provide a copy of all such certificates to the City. A:13WORKCOM.FRM City of Fort Worth, Texas n►�Ayar And Caunc�l Cammun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 11 /9/99 **C-17748 I 80MADD 1 of 3 SUBJECT AWARD OF CONSTRUCTION CONTRACT TO MADDOX ENGINEERING AND CONSTRUCTION, INC. FOR RENOVATION OF THE COMO COMMUNITY CENTER ' •uu_►�• • It is recommended that the City Council: 1. Approve the transfer of $13,000 in Community Development Block Grant (CDBG) unprogrammed funds to the Como Community Center Renovation project; and 2. Authorize the City Manager to execute a contract with Maddox Engineering and Construction, Inc. in the amount of $239,500 for renovation of the Como Community Center. DISCUSSION: On April 11, 1995 (M&C G-11003), the City Council authorized the allocation of CDBG Year XXI funds in the amount of $22,000 to conduct a feasibility study for expansion of the Como Community Center. In November 1995, the Lake Como Area Council submitted a grant request for use of CDBG funds to proceed with renovation of the center. This action was taken due to the announcement by the Tarrant County Hospital District that they were relocating the Tarrant County Health Clinic housed at the center. With the proposed relocation of the clinic and the future availability of programmable space, the need for the feasibility study ceased and attention was directed toward renovation of the center. On April 16, 1996 (M&C G-11449), the City Council authorized the appropriation of $165,000 of CDBG Year XXII funding for architectural professional services and construction. These funds were to renovate the old health clinic area into senior citizen activity space. This action increased the total project budget to $187,000. In September 1996, the Parks and Community Services Department (PACSD) requested the Transportation and Public Works Department to proceed with the architectural consultant selection process, and on March 25, 1997 (M&C C-15960), the City Council approved award of the contract to Robert Bradley and Associates in the amount of $25,100. In August 1998, PACSD was notified of the possibility of additional CDBG funding being available for enclosing the breezeway which connects the community center with the reprogrammed area. This action would allow for additional classroom space. On December 1, 1998 (M&C G-12402), the City Council authorized the transfer of $100,000 to the Como Community Center Project. The additional funds were allocated to underwrite the increased estimated construction costs, additional architectural fees and estimated construction costs to enclose the breezeway. The project was advertised for bid in the Fort Worth Star-Telearam on July 1 and 8, 1999. The following bids were received on July 29, 1999: City of Fort Worth, Texas �l�Ayar And Caunc�l Cammun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 11/9/99 **C-17748 I 80MADD 2 of 3 SUBJECT AWARD OF CONSTRUCTION CONTRACT TO MADDOX ENGINEERING AND CONSTRUCTION, INC. FOR RENOVATION OF THE COMO COMMUNITY CENTER Bidders, Bid Amoun� • Contract Duration Maddox Enaineerina and Construction. Inc. Falkenberg Construction McWilliams Enterprises Keck and Company Joe R. Jones Construction It is recommended that the bid submitted by Maddox Engineering and Construction, Inc. in the amount of $239,500 be approved. The contract time is 120 calendar days. Maddox Engineering and Construction, Inc. is in compliance with the City's M/WBE Ordinance by committing to 30% M/WBE participation. The City's goal on this project is 30%. 9 50 $ 287,000 $ 319,250 $ 396,585 $ 413,211 120 Calendar Days 150 Calendar Days 120 Calendar Days 142 Calendar Days, 130 Calendar Days The construction budget will be as follows: Construction Contract Contingencies PACSD Administration (1.4%) TPW Inspection/Administration (2.2%) Change Orders (5%) � 239,500 -0- 3,353 5,269 11.975 260,097 TOTAL $ The following provides the enti�e project budget, appropriations and expenditures to date, proposed construction budget, and estimated shortfall. Total appropriations to date Expenditures to date Design Services (consultant) Administration Services Available prior to award of construction contract Proposed construction contract Available prior to construction Estimated construction contingencies (administration, inspection, change orders) Shorlfall � 287,000 32,600 7.308 $ 247,092 239.�500 $ 7, 592 20.528 $ (12,936) City of Fort Worth, Texas �✓�Ay�r And Caunc�l C,of�1f11ut�1cAtlon DATE REFERENCE NUMBER LOG NAME PAGE 11/9/99 **C-17748 80MADD 3 of 3 SUBJECT AWARD OF CONSTRUCTI N CONTRACT TO MAD OX ENGINEERING AND CONSTRUCTION, INC. FOR RENOVATION OF THE COMO COMMUNITY CENTER It is proposed to make up the projected shortfall with this appropriation of $13,000 from the CDB� unprogrammed funds. This project will have an operational impact on the General Fund budget of $7,185 annually. A comment period was held from October 7; 1999 to November 5, 1999, in accordance with 24 CFR 91.105, as an amendment to the Consolidated Action Plan adopted by the City for Fiscal Year 1999- 2000. This project is located in COUNCIL DISTRICT 7. FISCAL INFORMATION/S�RTIFICATION: The Finance Director certifies that funds are available in the current operating budget, as appropriated, of the Grants Fund. - LW:k Submitted for City Manager's O�ce by: Libby Watson Originating Department Head: Richazd Zavala Additional Information Contact: Richard Zavala I FIIND � (to) � (1) GR76 6183 � (1) GR76 5704 I (from) I(1) GR76 (1) GR76 � (2) GR76. 5704 � (2) GR76 I ACCOUNT I CENTER I AMOUNT 541200 080206112910 $ 2,440.38 � 541200 080206108170 $ 10,559.62 � 539120 539120 541200 541200 080206112990 $ 2,440.38 080206108990 $ 10,559.62 080206108170 $139,500.00 080206101790 $100,000.00 CITY SECRETARY APPROVED ClTY COUNGI�. NOV � 19� �� J Cit}r Sscretary of th� City of Fort W�xtA, Tex�