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Home My WebLink AboutContract 28449��T �� ' H ��, ��;`'�..i'!''_'.i ��Cl , ' �; :. . r� -� ' + �.��" :;_�- " ' l7�['��i��l.i1+i A.i�l�y� �_ 4�73Jf��++�-+�F� L�7■i/#17\./ V�/r � �� l't: . . , � . Ill\1.i L��l A.1Lllk. J �V�lJ1F�1� i� . ��I.iL�r��JI�Iti7 �r�il , , , , �, r�� ! � '1, f D�P14RT1V��1T '"'a"..-__ � : ,'I.. AT�IL�T�� I+ IEL� I11�PI��i��1��'� �►'T Y�� A.�.�X..�]V�?�� .P.� ��, �'��y of ��rt '��o�'�I�, Texas P��.FF.�'�' �l�1�1�: A'�HL�`�'I{: �+�EL�I il��'i�{}�E�4'LL:I�''C�' A"!' HALLMAI�{ PAl�1{ �'R(}J�C:'!' l��Tl4��r+.R: C'18t�l5�#��0[�108�1888001�� - ��1l��ili11080]8.104��11U i�.().�',.1��. 390] I 1�`� THF C'�T�l �:f+ �ORT �V��LT��, 'i�7�A�� FC��'�'H �v. !iA I�� 1tY 1�f. .��1�:�{S�N iV1A�{�E2 C'��' N�AiVA�r�1� r�1ci�1F��r� ��v_��..�, �i�r��r�r� ��s ��v�� n�m�u�r�,��-�cr�s ��t[�.s �� [��'x s��v»�s ��:��t�`��r Pi��1�T1vI1�C� A,1vD Rr��iU�t��:1�i1�1v1��1v�1�T n�v��r I"UND11�� OT` YRO,li?�'1` �3Y: ' �I� T ��4tfl��f7 Y �+'{ �� Yl{c� �;� ,�r, n � y � ��' . � �� : � sr��' � . , �+ky, �b��+' �`.k"h'� _., ��k�i�� !�`� ti . `i:'..., �YT�' [3F ��E_II�T V4'�RTIi n�:�t�� P��rr�ixn�Ln a�: ��Ei� �r�n��c�� r�i�Ll.��vc:r� 95] 1�. PI['�Li�'� RD., SLITE 1�1D ffL�R'�'�i','i`�'��5 7fiI��3 �st �}��s�� til '' ;14'G+�I��I!��,�. li�+i;��ti'Sf'114��'J �� r;�---��, '�j �!.��u� t��'�.�.:��1 r ' �� r•� t�ul Y� r1�''� � '�. ��. . � �� 11913 Hwy 80 West Aledo, Texas '�6UQ8 81'� 244 3622; F 817 2q4 8133 February 27, 2003 Mr, Douglas Rademaker, P.�, Director Department of Engineering City of Foirt Worth 1000 Tluockmoi�ton Fort Worth, Texas 76102 RE: Athletic �'ield Improvements at Hallmark Park, DOE # 390i Dear Mr. Rademaker; In connection witl� the captioned, on lanuary 21, 2003, the Fort Worth City Cauncil authorized the award of MG #C-194� i, to Ca�-�er Constructian Company. We hei•eby request your apprfl�al to assign this contract to GC Cartes• Const�uction Company, LLC. e,�dially, .a / �� .�, � Cy thia Carter President �� PJI.�� j�� CITY OF FORT WORTH PARKS AND COMMUNITY 5ERVICES DEPARTMENT �LANNING AND RESOURCE iv�ANAGEMENT DIV�SION ADDENDLTM N0. 1 � C? THE CONTRACT DOCUMENTS FdR THE ATHLETIC FIELD IMPROVEMENTS AT HALLMARK PARK PR07EGT N0. C18815412001080188800100, C181/54�2D0/080I8�043010 D.O.E. N0.3901 , Qriginal Bid Opening Date: Thursday, November 21, 20Q2 (unchanged} � ThE Contract Dacuments for the above refezenced project are hereby revised and arnended as follows: ' �TEM 1 — PL.AN� SHEETS, C1.00, C1,03, AND C1.05 These sheets ar� reissuec� ior c]asity. GraphiC quality of originaI plan sheets was paor and did not adequately represent information provided on pIans. Na rnaterial changes have been made to these sheets. . � l ITEM 2- SPECIFZCATIQNS SECTION 028I0 - IRRTGATION SYSTEM Add 7nterspec specif cation pages 1 thru 4, related to software wd related service to be offered as an alternate bid item. ; TTEM 3- PROPOSAi.. :�AGE 3, �4LTERNATE BID ITEIvIS Add AIternate Bzd �tem BA- 10, relatedl to Interspec Software. Revised �roposal Page 4 is included herein. ITEM .4 - SPECIFICATIONS SECTION 02810 - TRRIGATION SYSTEM Trrinet Hydrometer specifications call far Hydrometer to be Model Na. �S-BM-20DC, 2" Hydrometer with 24 VAC solenaid. Specifications shall be revised to call for Hydrometer to be Model Na iS-BM- 20AC, 2" Hydrometer wit3� 24 VAC solenaid. � �, ITEM 5- SPECIFICATIONS SECTION 02$10, 2.02D - II2RIGATION SYSTEM ;, De�ete reference io E 202DC latching solenoids as manufactured by Trritrol Systerns to b� includea vvit}a �'oro 252 valves. Toro 252 valves shall include standard s�lenoids nr�az�.ufactured by Toro for Model � 252 valves. � ; � Please call the Landscape Architect with any questian� or clarifications regarding tt�is addendum. Acknowledgement of the addendum is required on the bid documents. Landscape Architect: Tlae Landscape Alliance, Contact Gary Kutilek at $17- 589-8909. Acknowledge the recei By: / Da id Creek, 5enior Landscape Architecd Praject Manager Release Date: NovembEr 13, 2Q02I - on your Proposal. C:1WPfi ] 1pAVID1q1)�ENDU.N(72 I � � - [7 SPECIF�CATIOIl1S Al�ID CONTRACT DOCUli�iEl�TT� FOR - PROrECT: ATALETIC FIELD TMPROVElVIENTS AT H�ALLIVIARK PARK PROJECTNO. C188/54120D10801888Q100 C 18115 4120010 $ 0181043 O 10 D.O.E. NQ. 39Q1 DATE: SEPTEMBER 2002 OWNER: CZTY OF FORT WORTH � PARKS AND COMMU1vITY SERVICES DEPARTMENT � 4200 SOUTH �REEWAY, SUITE 2U0 � FORT WORTH, TEXAS 76115-1499 {817}871-570Q LANDSCAPE ARCHITECT: THE LAND5CAPE ALLIANCE 951 W. PIPELINE RD., SUITE 111D HURST, TEXAS 76053 (817)589-8909 i TABLE OF CONTENTS i. NOTZCE TO BIDDERS 2. SPECIAL INSTRIICTIQNS TO BIDDERS 3. PROPOSAL - 4. CI'iY OF F�RT WORTH MIWBE ENTERPRx�E SPECIFICATIONS �. PREVAILING WAGE RATES 6. WEATHER TABLE 7. VENllOR COMPLYANCE T� STATE LAW 8. C�NTRACTOR COMPLIANCE W�TH WORKER'S COMPEI�SATIQN 9. TECHNICAL SPECIFICATION� DIVISION 1- GENERAL REQUIREMENTS � Section 01010 4 Suxnmary af Work ,�ection 0103� � Contract Time Section O1I40 - Alternatives � Seetian �1150 - Payment to Contractor ! Section 01300 e Subra�ittals � Section 01400 - Quality Co�trol Section O].410 � Testing Sectian Q1500 � Temporary FaciIities and Confrols ' Section 01644 - Substitutions ar�d Product Options Section QI�00 � Pro�ect Closeout � Section 01800 � Contractor's Responsihility far Damage Claims DIVISION �— S�TE WORK Sectian 021pD � Site Preparation � � Section 02200 � Earthwork . Section 02810 - Irrigatian System Sectinn 0�870 - Site Fe�rnishings � � Secfian 0�930 - Lavvns � Hydramuichiung - � DIVISION 3— CONCRETE � , Section 03�00 - Cnncrete Reiaai%rcement Section 0330fl � Cast�in�Place Concrete 1 ; � DIVISIUN 7� THERMAL AND MOYSTT7RE PROTECION Section 0792D - Chaull�ing and Sealamts , � , DIVISION 9 - FINISHES Section 099�U � Painting � 11. CERTIFICATE OF INSURANCE 13. BIDDER'S STATEMENT OF QUALIFICATI�NS � 1.3. PERFORMANCE BOND 14. PAYMENT BOND 1�. MAINTENANCE BOND 16. CONTRACT ' 1 n�o�ic� �ro �t�n��s Sealed Proposals for the following: ATHLETiC FIELD IMPR�VEMENTS AT HALLMARK PARK PROJ ECT N 0. C'f 8 8154 1 2 0 01�80'{ 88800'f d0 C 181154� 20010801811043010 DOE NO. 39D1 Addressed to Mr. Gary W. Jackson, City Manager of the Cifiy of Fort Worth, Texas, will be received at th� Purchasing Division Office until 1:30 p.m., Thurs.,_No�ember 21 st and then publicly opened and read afoud at 2:00 p.m. in Council Chambers 2"d floor — N.E. corner of City Hall. Plans, Specifications and Contract Documents tor this project may be obtained at �he Park Plannir�g sectian, Par�cs and Community Services Department, �42Q0 5outh Freeway, Suite 2200, Fart Worth, `�exas 76115-1499. Documents will be �rovided to prospective bidders for a deposit of $50 per set; depasifs shali be made in the form af a check or money order.�Each �rospectE�e biddet shall � recei�e a deposit refund on the first twa plan sets if the dacuments are ret�rned in good R condition within 10 day�s after bids are opened. Any aaditional plan sets sY�al� require a non refundable deposit. These documents contain additional information for � prospeciive bidders. All Bidders will be required to comply wifh Provision 5159a of "Vernan's Annota#ed Ci�i1 Statutes" of the Stafe a# �'exas with respect to the payment of the pre�ailing wage rat�s, and Cifiy Ordinance No. 7278, as am�nded by City Ordinance No. 74oD {Fort worth CPty Code, Section 13�A-21 througf� 13-A-29) prohibiti�g discrimination in employmerit practices. In accord with City of Fort Worth Ordinance No. 11923, as amended by 4rdinance No. � � 3471, t�e City of Fort Worth has goals for the participat�on of minority business enterprises and women business enterprises in City con#racts. A copy of the Ordinance , can be o�tained from the MIWB� office or �rom the Office of the City Secretary. In addifion, the MI1NB� UYIL17ATf�N FORM, PRIME C�N�RACTDR WANER F(�RM, , andlor the GOOD FAIYH EFFORT FORM ("Documentat9on"} must be received no later than �.00 P.M., five city business days after the bid opening date, exclusive of tF�e bid ' opening date. The bi�der shall submit dacumentation at the rece�tivn area of the , Department of Engineering, 2"d floor, City Hall, and shail obiain a rec�ipt. Such receipt s�all be evidence that the documentation was received by the City. �'ailure to comply � shall render the bid non-responsive. The follawi�g list is provided to assist bidders in obtaining the services ofi MIWB� vendors quafified to �ro�ide such serviceslmateria�s for this project. A listing of q�alified � MIWB� �endors may �e obtained at the City of Fort Worth MIWBE office, 3rd floor City Hall. ° 5erviceslmate�iafs for this proiect are as follows: demolitionlsifie prep clearinglgrubbing gradinglearthwork � concret� steel rebar irrigation systems seeding site furnishings painting The City's minimum MIWB� gaal on #his project is 11 °10 0� the total dollar vaiue of this contract. � �, „ ihe City will award one cantract wit� a combination of base bids andlor alterna#es which is most adr�antageous to the City. A pre�bid conference will be �eld with pras�ective bidders at the Parks and Community Services Offices Conf�rence Room on No�ember 7th at 10:00 a.m. �he Ci#y reserves ti�e right to reject any or all bids and wafve any or al! formalities. �lNAFiD ��' CONYFiACi. No bid may be withdrawn until the expirafian of 55 calendar days from the day bids are opened. The award of contract, if made, will be withi� 55 caiendar days after th� opening of bids, but in no case will the award be made until all necessary investigations are made as to the responsibili#y of #he bidder to whom the contract will be awarded. RICHARD ZAVALA, JR., DIRECTOR PARKS AND COMMUNITY SERVICES DEPARTMENT i� DAVID CREEK SENIQR LANDSCAP� ARCHITECT (8�7) 8i1-871-5745 Thursdav, October 24, 2Q02 T�tursda�. October 31, 2D02 GARY 1N. JACKSON CITY MANAGER GLORfA PEARSON CITY SECRETARY SPECIAL II1ISTRUC'TYONS TO BIDDERS 1. BID SECLTRTTY: Casluer's check or an acceptabl� bidder's bond payable to ihe City of Fart Wartb, in an amount of not less than 5 percent of #he largest possible total nf the bid submitted must accompany tlie bid, and is subject to forf�it in the event the successfi�l bidder fails to execute the contract d�cuments within ten days after the cantracf bas been awarded. To be an acceptable surety on the bond, {1} tke name of the surety �bau be included on ;- the current U.S. Treasury, or (2) the surety must have capital and surplus equal to ten : times the limit af the bond. The surety must b� licensed to da husiness in �he s�ate of Texas. The amoun� of the bond shall not exceed the arnount shawn on the treas�ry list or 4 one-tenth the total capifal and surplus. 2. PROPOSAL: After proposals have been opened and read alaud, the proposals will be tahulated an the basis of the quoted prices, the quanti�ies shown in the proposal, and the applicatian of such formuias or other rnethods of bringing items to a cammon basis as may be established in the Contract Docurnents. Tha total abtained by taking the sum of the products of unit prices quoted and the estimated quantities plus any lump sum items and such vther quoted amoun�s as may enter into the cost of the cornpleted p:roject will be cansidered as #he arnount of the bid. Until the award of the contract is made by the Owner, the right wi11 be reserved to reject any or all pro�osals and waive teehnicalities, #o re-advertise for new proposals, or to �roceed with the work in any manner as rr�ayba cansidered for the best interest of the 4wner. � The quantiti�s of wark and materials to be furnished as may be iisted in the proposal forms or other parts of the Coniract Documents urill b� considered as annroxirnate only and will be nsed fvr the purpose af comparing bids on a unifarm basis. Payment will be ' made ta the Cantractor �or anly the actual quant�ties of work performed or materials furnished in strict accardance with the Contract Documents and Plans. T�e quat�tities af work to be performed and materials to be furnishec� may be increased or decreased as ' hereinafter provided, without in any way invalidating the uni� prices bid ar any other requirements of the Cflniract Documents, ' 3. ADDENDA: Bidders are responsible for abtaining all addenda to the Contract Documents prior to th� bid receipt. Information regarding fhe status af addenda rriay be obtained by contacting Parks and Community Services Depariment teIephane number � indicated in the Notice ta Bidders. Bids that do not acknowledge all applicable add�nda may be rejected as non-responsive. (See Item G in the Praposal.) � 4. AWAR.D OF CONTRACT: The Con�ract may r�ot necessarily be awarded to the lowest bidder of the Base Bid. The City Engineer shall evaluate and recommend to the City . Council �he t��st bid based on the combined benefits of tatal bid price and number af con�ract days alIotted, as specified in the Proposal, and which is considered to be in th� � best i�terest of the City. SPECIAL IN57RUCTIONS TD BIDDERS -1- Regardless of the Alternative chosen, the Caniractor agrees ta complet� the Contract within the allotted number of days. If the Contractor fails to complete the work within the nurnber of days specified in the Construction Documents, liquidated daumages shall �e ehargec� as outlined izi General Provisions, Item 8.b Failwre ta Complete Work on Time, faund in the Stanc�ara Specifications far Street and Stnrm Drain Construction, of the City of Fort Worth, Texas. 5, PAYMENT, PERFORMANCE ANIa MAINTEN.ANCE BOND. Th� successful bidder entering into a confract for the work will be required to give th� City surety in a sum equal to tl�e amount of tb:e can�ract awarded. The successful bidder sha�l be required to furnish bonding as applicable in a sum equal ta the amount of the contract awarded. The form of the bond shall b� as herein provided and the surety shall be acceptable to the City. A11 bonds furnis�ed hereunder shall rncet the requirements of Chapter 2253 of the Texas Government Code, as amended. A. If the total cantract price is $25,000 or less, payrnent to the contractor shall be made in one lump sum. Payment sh�Il not be made for a period af.45 calendar days from the date the work has been completed and accepted by the Czty. B. If the contract arnount is in exc�ss of $25,OQ0, a Payment Bond shall be executed, in the amount of t�e contract, solely for tk�e protection of aIl claiman�s supplying labor and rnaterial in ihe prosecution of the work. C, if the contract amouni is in excess of $100,000, a Perfarmance Bond sball be executed, in the arnount of the con�ract conditioned on the faithful performance of the wnrk in accaxdance with the plans, specifications, and contract documents. Said bond shall solely b� for the protection of the Ci.fy of Fart Worth. 1Vlaintenaztce Bond shall be required far alI Parks and Cammunity Servic�s Department projects to insure t�te prornpt, full and faith�u� perforrnance of the general guarantee as set forth in Division �, Section 01700-Project Closaout, Item 1.02. In oxder for a surety ta be accep�able to the Czty, (1} the narne of the surety 5ha11 be included on the current.U.S. Trea�ury List of Acceptable Sureties [Circular $70], or (2) the surety must have capital and surplus equal ta tez� times th�: amount of the bond. The surei�r must be licensec� ta business in the state of Texas. The amount o�the bond shall not exceed ihe amount shown on the Treasury list or 1/10th of th� total capital and suzplus. If reinsuraz�ce is reqnired, the company writing the r�insurance must be authoriz�d, accrediied or trusted to da business in Texas. No sureties will be accepted by the City vvhich are at the time in default or delinquent on any bonds or which are interested in any litigation against the Ciiy. S�ould any surety on the con�ract be determined unsatisfactory at any tirne by the City, notice will be given to the contractor to that effect and the contractor shall immediately provide a new surety satisfactory to �he City 6. LIOUIDATED DAMAGES; The Contractor's attention is called to Part 1- Genexal Provisians, Ytem S, Paragraph 8.6, Standarc� Snecifications far Street and �toz-�m Drain Construction o� the City of Fort Worth, Texas, cancerning Iiquidated damages for late cornpletion of pxojects. SPECIEiI, dNSTRUCTIONS TO BIDDERS -2- 7 EMPLOYMENT: All bidders will be required to comply with City Ordinance No. 7278 as amended by City Ordinance Na 7400 (Fort Warth City Code Section 13-A-21 through 13-A-29) prohibiting discrimination in employrnent practices, WAGE RATES : A11 bidders will be req,uired to comply with pro�risian S 159a af "Vernons Annotated Ci�il Statutes" of the State of Texas vE+ith respect to the payment of prevailing wage ratcs as established by the City a#'Fort Warth, Texas, an.d set fa:rt� in Contract Dacuments for this project. Disregard if Federal Wage Rates are applicable to this project. If Federal Wage Rates are applica�Ie to a project, the Conh-actor shall comply with all items identified in the attached Contractoar's Packet. For further informaYion regarding this packet, contact the Yntergovernmental Affairs / Grants Management Division, Finance Department at (Sl'�} 8'�1-8365 Or 8'�1-��3$i 9. FINANCIAL STATEMENT: A curtent certified �nancial staternent may be required by the Depariment of Enginee:ring Director for use by the CI'TY OF FORT WORTH in determining the successful bidder. This statement, if requ�red, is tv b� prepared by an independent Public Accountant holding a valid permit issued by an appzapriate State Licensing Agency. 10. INSURANCE: Within ten days of receipt of notice Qf award of contract, the Contractor must provide, along with executed contract documents and appropriate b.onds, proaf c�f insurance fnr Workers Compensation and Comprehensive General Liability (Bodily Injury) -$250,Q00 each person, $500,004 each accurrence; Praperiy Damage -$300,000 � each occurrence. The City reserves the right ia request any other insruance coverages as � rriay be required by each individual proj ect. Fnr worker's comp�n�a�ion insurance , requirements, see Special Instructions to Bidders -�tem 16. � ADDITI�NAL INSURANCE REQUIREMENTS: A. The City, its o�ficers, emplayees and servants shall be endorsed as an additional ' insured on Contractor's insurance policies excepting emplayer's liability insurance coverage under Cont�actor's workers" comp�nsation insurance policy. ' B. C�rtificates of insurance shall be delivered to the City of Fort Warth, con�ract �. admiuustrator in the respective degartment as specified in the bid documents, �OUO Throckmortan Street, Fort Worth, TX 76102, prior to camm�ncement of ' work fln the con�racted project, C. Any �axlure on part of ihe City to request requir�d insurance documenfation shall ' not constitute a waiver o�the insurance requirements speci�ed herein. D. Each insurance palicy shall be endorsed ta provide the City a minimum thirty � days notice of catacellation, non-renewal, and/or material change in pa�icy terms oz coverage. A ten da�'s natice shall b� acceptable in the event of nan-payment af premzum. E. Insurers rnust he authorized to do business in the State af Texas and have a , current A.M. Best rating of A: VII or equivalent measure af financial strength and solvency. SPECIAL INSTRUCTIONS TO BIDDERS � -3- F. Deductible liznits, or self-funded reten.tion limits, on each policy must not exceed $10,000.00 per occurrcnce unless otherwise approved by tl�e Gity. G. Other than worker's compensation insurance, in lieu of traditional insurance, City may consider aiternative coverage ar risk treatment measures through insurance pools or risk reten�ion gro�ps. The City must approve in writing any alternative coverage. H. Workers' co�pensatian inswrance policy(s) covering employees employed on ihe project shalI be endorsed with a waiver of subrogation provzding rights of recovery ir� �avor of the City. I. City shall nat be r�sponsible for the dir�ct payment of insurance premiurn costs iar eontractor's insurance. r. Contractor's insuz'ance policies shall each be endorsed ia pravide that such insurance is primary protection and any �elf-funded or corrimercial covarage maintained by City �hall not be cailed upon to cozztribute to loss recovery. K. In the course of the praj ect, Contractor shall report, in a tiznely manner, to City's officially d�signated caniract administraior any l�own loss occtirrence whiela could give rise to a liability claim or la�t+suif or which could result zzi a property Ioss, L. Contractor's liability shaIl �ot be limited to the specified amountis of insurance requir�d herein. M. Upan the request af City, Contractor sha�l provid� camplete capies af aIi insurance palicies required by these contract documents. 11. NOI�I-RESIDENT BIDDERS: Pursuant to Artic�e 601g, Texas Revised Civil Statutes, the City o£ Fort Worth will not a�vard �his cont�act to a non-resident bidder unless t�ae non-resident's bid is lower than tbe lowest bid submit�ed by a zespoz�sible Texas resident bidder by the same amaunt that a Texas resident bidder would be req�zired to underbid a non-resident bidder to obtain a comparable coniract in the state in which ihe non- resident's principal place of business is Iocated. "Nan-resident bidder" rneans a�iddar whose principal place of busines� is not in this state, but excludes a cantractor whose ultimate parent campany of majority owner has its principal place of business in this state. "Texas resident bidder" means a bidde:r who�e �rincipal place of business is in this state, and includes a cont�ractor whose ultimate parent campany ar majority owner has its �rincipal place of business in this stat�. This pravision does not apply if this contract involved federal funds. SPECIAT, INSTRUCTIONS TO BIDDERS -4- The appropriate blanks of the Pxaposal must he filled out by all non-resident bidders in order far its bid to meet specifcatians. The failur� of a non-resident cont�actor to do so will autamatically disqualify that bidd�r. 12. MINORITY/W4MEN BUSINESS ENTERPRISE: In accordance with City of Fort Worth Ordinance No. 11923, as arnended by Ordinance Nfl. 13471, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City con�racts. You may obtain a copy of the Ordinance from the Office of the City Secreiary. The MIWBE Ufii�ization Form, Prime Coniractor Waiver Form and the Gaod Faith Effort �orm, as applicable, must b� subnuiCed no later than f ve {5) City business �ays after the bid opening date, exclusive of the bid opening date, The bidder shall subrnit the documentation at the reception area of the Department of Engineering ("Managing Department"), 2nd £loor, City Hall, and shall obtain a receipt. Failure ta comply shall render your bid nan-resgonsive. Upan coniract exacutian between the City of Fort Worth and the successful bidder, now knovun as Contractor, a pre-constraction meeting wi11 be scheduled at which time the Contractar is required to submit either Letters of Intent or executed agreen�ents with �he M/WBE firm{s) to be utilized on this project. �uch Letters of Intent vr executed agreements shall include the following informativn: 1. Name of Contract ' 2. Na1ne of MIWBE firm utilized � 3. Scape af Work to be perfarmed by the M/WBE fi�rm 4. Monetary amount of work to be perfarmed by the M/WBE firm 5. Signatures of aIl parties A notice to proceed will not be issued until the signed letter(s) ox executed agreement(s) have been received. . Throughout the duration of this project, the City af Fort Worth is requiring that the Contractor continu� to adhere �Co the M/WBE Orciinance by complying with the following ' procedures: �A IViIWBE Particix�ation Renort Form must be submitted monthly until the contract ' i,s complet�d. The �irst repart will be due 3Q days after commencement of work. The • m�ntlily report MLTST have an original signature to ensure accouritability far audit purposes. oReports are to be submitted monthly to the M/WBE Oi�ice, regardless of whether ar , not the M/WBE firm has been utilized. If there was z�o activi�y by ar� M/WBE in a particular month, place a"0" ar "no participation" in the spaces provided, and pravide a bz�ef explanation. •The Cantractor sha�l provide the MIWBE Office tiroof of navment to the MIWBE suhcontractors and suppliers only. The MIWBE Office will accept the following as , pxaof of payment: SPECIAL IN5'I'RUCTTONS TO BIDDEItS � -5- 1. Copies of submitted invoices with front and back copies of canceled check(s}, . .� _� 2. A notarized letter explaining, in detail: a Subconfractorlsup�lier Scope of Work b. Date when services were received from subcontractorf�uppiiar c. Amounts paid tn the subcontractorlsupplier d. Original signatures from bath parties mus� be inc�uded on this letter. �If the Contractor foresees a problem with submitting parkicipation reports and/or proaf of payment on a monthly basis, the MIWBE Office should be noti�ed. If the Contractar wishes to change ar delete an MIWBE subcontractor or supplier, adh�re to the following: 1. Immediately submit a Rec�uest far Anpro�al af Chan�e Form ta the.I1�IWBE Office explaining fhe reques� for the change or deletion. 2. If the change affect� the comrnitted M/WBE participation goal, state clearly haw and why in dacuznentatian. a. All requests for changes must be reviewed and pre-apgroved by the M/WBE Off ce. b, If the Cantractor makes change(s) priar to approval, the change will not be cansidered when performing a post com�liance review on ihis praject. •Upon the Contractar's successful completion of this project, and within ten days after rec�ipt of final payment from the City of Fort Worth, The Contractor will pravide the MIWBE Office with a Final Particination Reoart Farm to reflect the total participation from ALL subcontractars/suppliers utilized an the project. �All forms are a�aila�le at the MIWBE Office, 3rd floor - City Hall. For additional information regarding carripliance to th� M/WBE Qrd'mance, ca11 {S 17) 871-6104. Upon request, Cont�'actor agrees to provide ta Owner Complete and accurate information regarding acival work performed by a Minorityl�V'omen Busin�ss Enterprise (M/WBE) on the cont�act and payme�t therefore. Cantractor fiirther agrees to permit an audit and/ar examin.at�on of any books, recards �r files in its possession thai wiZl �ubstantiate the actual work performed by an M/WBE. The misrepresentatian oi facts (other than a negligent misrepresentatian) antllor the commission vf fraud by the Contractar will be grounds far teimination of the contract and/ar initiating a�tian undex appropriate federal, state or Iocal Iaws or ordinances relating to false statements; further, ar�y such rnisrepresentation (other than a negligent rnisrepresentation) and/or comtnission of fraud will result on the Contracior �eing determined to be irresponsibl� and harred from participating in City work for a period of time of nat Iess than ihree years. 13, PROTECTION OF TR.EES, PLANTS AND SOIL: All property along and adjacent to tlae Contractor's operatians including lawns, yards, shrubs, trees, etc., shall be preserved sPEci�, rrrsrRuc�rzoNs Ta �IDn��s -6- or r�stared, after completion af the work, to a condition equal or better than exi�sted prior ta start af work. By ordinance, the Cont�actox must obtain a permit from the City Forest�r before an� work (trimming, removal, or root pruning) can be done on t�rees or s�rubs growing on public property including sireef Rights-Of-V�ay and designated al�eys. This n�rrnit can be obtained bv callin� the Forestry Office at 871-570�. A11 t�ee work shal� be in complia�ce with pruning standards for Class II Pruning as described by the Na�onal Arborist Association. A copy of these standards can be provided 6y calling the above number. Any damage to public trees due to negligence by the Con�ractor shall, be assessed using the current formula for Shade Tree Evaluatian as defined by tbe InternationaI Svciety of Arbari�ulture. Payment for negligent damage to pubiic trees sl�all be made to the City af Fort Warth and may be withheld from funds �ue the Coniractor by tkxe City. To nrevent the snread of the Oak Wi1t fun�s. all wol�nds on Live Oak and Red Oak trees shall be immediatelv seaied usin� a carnmercial nruning naint. This is the onlv instance wheu bruniz�� baint is recommended. 14, BIDDER'S STATEMENT �F DUALIFICATIONS A. QUALIFICATION OF BIDDERS: Bidders and all sub-contractars to be used by the � bidder in the performance af this project sha11 be prepared to demonstrate the capability to perform the wark. � The Bidders' specific experience, stability and histary o�performance on projects af a , similar nature and scope will be considered. The BIDDERS STATEMENT OF QUALIFICATIONS must be delivered to th� Praject Maiaager wxth�in �8 hours of the � request. Additionally, the Bidder shall submit a STATEMENT OF , QUALIRICATIQNS upon request by the City an sub-contractors s�lect�d by ihe Sidder to gerform specific project tasks where quali�cation requiremenYs %r tbe ' execntion of such taslc� are noted in the specifications. Recommendaiion af award of eontract shall be contingent upon the Bidder and I or ' sub-contractors meeting such qualification zequirements. Locatian and responsz�ve ability of the fum will be considered. , If your firm anticipates entering into a j oint veniure with any other firm ta conduct all or part o� the performance requ�red under tbe proposed project, that firm should be � specified in your response. For each firm included in the joint ��:nture, please pra�ide ihe information required abav�. Under the Contxact executed for this work , the City will require yaur firm to be cnmpletely 104 percent responsible for fulfilling alI aspects of the contract bonds. Other firms and cmployees ihat may be involved in iheir joint venture will be treated by the City under the contract as if they were , employees or subcontractors of your firm. Other than those firms noted in the cantract as a part of tbe joint venture, no other firrns will be allowed to participate in the joint venture without written consent from the City. � SPECIAL INSTRUCTIONS TO BIDDERS � _7_ I5. OZONE ALERT DAYS: The Contractor shall be requir�d to observe the fallowing guidelines relating to worlcing on City construction sites on days designated as "OZQNE ALERT DAYS". Typically, the Ozone Alert season within the Metraplex area runs from May through Sep�ember, with 6:00 a.m. - 10:0� a.an, being critical ozone forr.ming periods each day. The Texas Natuz'al Resource Conse:rvation Commissian (TNRCC) in covrdination with th� National VVeather Service, will issue the 4zone Alert �y 3:Q0 p.m. on the aft�rnoon prior to the al�rt day. On designated Ozone Alert Day�, tkie CnntTactor shall bear the responsibiiity af being aware that such days �ave been designated Ozone Alert Days and as such shall not begin work until 10:00 a.m. whenev�r constTuction phasimg requires substantial use of motorized equipment. Hvwever, the Contractor may begin work earlier if such work minimizes the use o�motorized equiprnen� priar to 10:00 a.m. If the Cantractor is unable to pex-form continuous wark for a period of at least seven haurs betvveen the hours of 7:00 a.m. - 6:OQ p.m., on a designated Ozone Alert Day, that day will be considered as a weather day and added onta the allowable weatl�er days of a� giv�n month. 16. WORKER�S COMPENSATTON INSURANCE COVERAGE:, Coniractors compliance with V4�arkers Compensation shall be as foXlows: A. Dafinitions, Certificate of coverage ("certificate") - A copy o� a certifica�e of insurance, a certificate ai autl�ority to self insure issued by the cammission, or a covezage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84}, shawing statutory workers' compensatit�n insurance caverage far th� person's or entity employees pro�viding services on a project, for ih� duration of the groject. Duratian of the project - rncludes the time from the beguuiing af the work on the praject until the contractor's/person's work on t�e project has been campleted and accepted by the governmental en�ity. Persons providing seivices an ihe pro,�ect ("subcanttactor" in' 40b.096} - includes all persons or entities performing a11 or part of tk�e services the ca:niractor �as undertaken to perform a:n the project, regardless of whether that person has employees. This incluaes, without limitatioz�, independent cont;ractors, subcontractars, leasing companies, motor carriers, owner-operators, ernployees of any such entity, or employees of any entity which �'urnishes persons to pravide services on the project. "5ervices" includ�, without limi#ation, providing, hauling, or delivering equipment or rnaterials, or providing lahor, transportation, or othe� service related to a project. "�ervices" does not includ� activities unrelated to the project, such as faod/beverage vendors, affice supply deliveries, and delivery oiportable toilets. B. The coniractor shalI provide coverage, based on proper r�porting nf classification codes and payroll amounts and filing of any coverage agreements, which meets thc statutory requirements of Texas Labor Code, Section 401.011(44} for alI emplayees of th� contractor pravidi,ng services on tk�e project, for the duration of the project, sr�,cr.�t, nvs�ucTTarrs To �mn�Rs -s- C. The Contractar must provide a c�rti�caie of coverage to the governmental entity prior to being awarded the contract. D. If the caverage period shown on the contractor's current certificate of coverage ends during the duration of the projact, the contractar must, prinr to the end of tihe coverage period, f le a new certificate of coverage with the governmental entity showing that coverage has been �xt�nded. E. The contractor shall obtain from each person pro�iding services on a project, and provide to the City: (1) a certificate of coverage, prior to that person beginning work an the project, so the City will have on fiie certificates of cv�erage showing coverage for all persans providing services an. the praject; and (2) na later than seven days after receipt by the contractor, a new certificate of coverage showing extension. of coverage, if the caverage period shawn an the current certificate of coverage ends during t11e duration of the project. F. The contraetor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. G. The contractor sha11 notify the gavernmental entity in writing by certified mail ar � personal d�livary, within ten days aftcr th� contractor kn�w or should have known, of any change that materially affects the provision of coverage of any persan providizag � services on the project. H. The contractor shall post on each project si#e a notice, in the text, fo:rm at�d manner � prescribed by the Texas Workers' Compensation Commission, informing a11 persons providing services on the project tkxat they are requixed ta be covered, and stating how a person may verify coverage and report lack of coverage, I. The contractor shall contractualIy require each person with whom it contracts to , provide services on a project, ta: ' {1) prflvide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets �e statutory requirements of Texas Labor Code, Section 401.011(44) for all of its empinyees ' providing services on the project, for the duration of the project; (2) provide to the contractor, prior to that person beginning work on the project, a � certificate of caverage showing that cavexage is be�ing pravided far alj �mployees of the person providing services on the praject, for the duration of tb.e proj ect; (3) provide #he contractor, p:rior to the end of xhe caverage period, a new certificate of coverage showing extension of coverage, if the coverage periad shown on the current certificate of coverage ends durin� the duration of the project; (4) obtain fram each other person or entaty with whom it c�nt�acts, and provide to the cantractar: SPECIAL INS'TRLTCTI�NS TO BIDDE�tS -9- (a) a certi�'icate af coverage, prior ta ti�e athe� persan or entity beginning woxk on the project; and (b) a new certificate af coverage showing extension of caverage, prior to the end of the coverage p�riod, 'rf tihe coverage per�ad shawn on the cwrrent c�rtifica�e of coverage ends dunng the duration of t�.e projec#; (5) retain alI z'equired certificat�s of coverage on file fox the duration of the project and for ane year ih�reafter. (6) natify the governmental entiiy in writing �y certified mail ar personal delivery, wit�in ien days after th� person knew ar shauld have I�zown, af any change that materially affects the provisian of caverage af any person praviding services an the groject; and (7) cantractually require each person wiih whom if contracts, t� perforrn as r�quired by paragraphs (1) -(7), with the certificates of coverage to be provided io t�ie person for whom they are pro�iding services. By signing this contract or providing or causing to b� pravided a certificate oi coverage, the cantractor is representing to the governmental entity that all employees af the contractar who will pro�ide ��rviees an the project witl be cavered by workers' compensation coverage �`ox 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 he filed witl� the appropriat� inswrance carrier ar, in the case of a self-insured, with the commission's Div�isian af Self-Insurance ReguIatian. Providing false o�misleading information may subject the contractor ta administrativc penalties, criminal penalties, civil penalties or other civil actions. K. The eontractor's failure �o comply with any of these provisions is a breach of coniract by the contractor which enti�les the City to d�clare the contract �oid if tkie contractar does na� remedy �he breach within ten c�ays after receipt of natice o� breach from the City. "The contractar shall post a notice on each praject site informing all persons providing services on the proj ect Yhat tkey are required xo be covered, and stating how a person may verify cuz�'ent covera�e and report failure to provide coverage. This notice does not sa�isfy other posting requiremen�s imposed by the Texas Wozkers' Campensatian Act or other Texas Warkers' Compensation cornmission rules. T�lI5 notice must be printed with a title in at least 34 point bold type and text in at least 19 point �ozmal fype, and shall be in both Englis� and Spanish and any ather langnage cammon ta the worker population. The text for the notices shall be the following text, withaut any additional �vards or changes: REQUIItED WORKERS' COMPENSATION COVERAGE "The law requir�s that eac�. persan warking on this site or providing services related to this construction proj ect must be covered by woxkers' compensation insu;ra:�ce. This includes persons providing, haulimg, or delivering equipment ar materials, or SPECIAL INS'd'RUCTIONS TO BIDDER3 -10- providing labor or transportation or other service related to the project, regardless of the identity of iheir �mployer or status as an employee." "Call the Texas Workers' Campensation Commission at (512) 440-3789 to receiv� information an the legal requirement for coverage, to verify whether your employer has provided the rec�uired coverage, or ta report an employer's failure to provide coverage." END O� SECTION � •�L .4 �� SPECIAL INS'CRUC'I'IONS TO BIDDERS -11- �``�' � ,,�; .� , .� TO: MR. GA.R'� W. JACKSON ' City Manager Fort Worth, Texas � � FOR: � PROPOSAL ATHLETIC FIELA �MPROVEIY�ENTS AT HALL,MARK PARK PROJECT �BER Cf 881541�OOIOSOi88800100 PR�JECT NiJ1V1BE�t C181/541�OOIOSO181D43010 D.O.E. NUMBER 3901 Pursuant to the faregoing "Notice to Bidders," the undersigncd has thoraughly examined the plans, specifications, and the site, t�nderstands the aznaunt of work to be dane, and hereby proposes to do all the work and furnish all labor, equip�ent, and mate�rials necess�zy ta fully compl�te al] the work as provided in the plans and specifications, and subject io t�ie inspection and approval of the Parks and Community Services Departme�t Direct�r of the City af Fort W4rth. Tl�e "approximate quantities" category is for informatian purposes only. The contractor shall be paid on the basis of actual installed quantities on nan Zump sum items. Additionally, the Connactor shall be aware that the Proposal contains both Lump 5um snd unit Pzice items. If the lotivest bid received exceeds the funds budgeted for the project, the City reserves t�ae rig�t to decrease the quantities contained in any Iine item or to eliminate any specific �ine items before award of the contz�act in order ta bring the work within budget. By submitting a bid, the bidder acknowledges the City's right to adjust or eliminate line items prior Co the award of contract. Further, by submitting a bid, the bidder agr�es to honar each line item bid pnce w�ithout recourse to the City in the event Iine items are adjusted or eliminated. �Upan acceptanee af this proposal by the City Cowncil, tbe bidder is bound ta execute a contract az�d fizrnish, if applicable, Performanc�, Payment, and Maintenance Bonds approved by the City of Fort Worth for performin� and completing tk�� said work within the time stated and for the following sumsz �o-wit: �J � � � PAY A.PPRO�. ITE\i U1�iIT8 � �� BAS� BID DESCRIPTIaN OF ITEMS WITH BID PRICE UNIT WRITTEN IN WORDS PRICE ��`T U1�TT 0�1E - SITE PREPARATION � � � � � LS Site Prepara#ion and Earthwork �'er Lump Sum: .�r��i�e�u.�+atfl��r� Dollars and �� Cenis LS Temporary Silt Fence and Erosion Control Per Lum� Sum: �``r- �� '�i°'�"-� _1��.�- Se.,�.+� _ Dollars and _ ��q _ _ Cents -1- � LS ��,�� LS $ �� -1 �� : ��;.�!iC �:—_��_,�,�.nd_.,.�..:,,..�u - — ,_ ._. �.. , �' ," - -�*�,;�:••r��€,�� -�^= e. ,. _ � . i ,� . i. i � � u ��.. . - PAY APPROX. ITEII�i QUANTITY DESCR�'TI01�1 OF ITEMS WITg BID PRiCE WRITTEN IN WORDS UNYT PRICE AMOUNT UNIT TWO - IRRIGATiON AND LANDSCAPING 1. LS �rrigation Distribution System and Installation of Irrigation Improvement for Valves I through I3, Per Lump Sum: �„i��bpr� `�'}tvu�%,�p �"v� ��`�`��y'Fvµ-�C Dollars and � � ��,.,�,� Cents $ L� LTNI'1 'I'HREE - CONCRETE WALK AND BLEACHER PAD IMPROVEMENTS 1. 2208 SF Reinforced Concrete Bleacb,er Pads: Per Square Faot; �"l''��@� Dollars and � �, Cents � $ �a ?. 67 L� 6' Reinforced Concrete Walks; Per Linear �oot: �f "'�� Dollars and F.�...� _ Cents UNIT FOtiR - SITE FURNISHINGS 1. LS Remave, reinstall, and r�paint existing soccer and football goals Per Lum,p Sum: �x��4• ��uc. l�u�t,a� �. �� r� Dollars and ��, , Cents BASE BID RECAPITULATION UNIT ONE � �p ��"� � UiYIT TW� $.�1 , i'��. '7'1 UNIT T�REE � `� �j�q, � U'NTT F�LTR $ o'155CO BASE BID TOTAL $ CB��)�, �� -2- $ � sp $ LS $�j�.��.�1 � �Z� � � I �D(s �� _� — _ � I�Rf1��AlI i�e"_' ' _ __ _— ,e.,�°'.�I�'�TCIa� __ .N.w.�..«-n....,..__..«..... wLC�S?�iM��ry:a.e.�. - PAY APPROX. DESCRIPTIOI�T OF ITEI�IS WITH BID PRICE U1'�IT ITE1M Q�'ANTIT'Y Wi2ITTEPI IN WORDS PRICE AIVIOUNT B�D ALTERT�iATES BA- I , b00 LF �BA,-2. 464 L�' , �. �I �I BA-3. 4 EA ii BA-4. 2 EA BA-5. LS BA-6. LS a BA-7, LS �� BA�B. LS � �� I �� - - - — .� 6' Reinfarced Concrete Walks; Per Linear Fovt; �V c+�x�eau Do�lars and F� �'�,,� Cents 6' Reinforced Cancrete Paving; Per Linear �oot; i� i iv�� Dallars and �. C-F� Ce�ts Provide and Install Bleachers on Bleacher Slabs per PIans; Per Each: �'il��..�� - �� :�� Dollars and � ,�.,rs Cents Provide and Install Two New Drinking Fountains per Plans; Per Each: s�u�+u `1'��sow�i ��itt�. }��+�arS� �ti�^6., Dollars and �_�; v� � Cents Provide and Install al� Inigatian Improvements re]ated to Valves 14, 15, I6, and I7. Per Luznp 5um: n ��.�� .�L�. �u�Qb� CJtX� Dotlars and i+.�0 Cents Provide Temporary Irrigation as required to establish Hydrorrzulch Seeding an all disturbed non-irrigated areas. Per Lu�nap Sum� ��k.�s�� u+a�Jus-� Dnllars anc� 1•�8 Cents 1•. �rovide and Install Irrinet Irrigat�on Contro�ler in lieu of Base Bid Hunter Cor�troller. Per Lump 5um: �17f� �c..r,� � 1�.,�a,L1��S� `7��u �5� � Do2lars and �+g,t�.d--� Cen#s PrQvide Triang�e Blend Berm�da Hydro�mulch Seeding per plans. Per Lump Suzn�►��'`°°'�� - r�+��- Dollars and tfu�� .-� Cents _3_ -� —� —�� - $ �� `�� $ � �.'�� i9 � � �o��`� � � $ `�` $ I �'[� `� $ ��5(a� $1 J�'9�1 � � I�S $ LS �� ' J�► $ LS $ i��o� � �.s � )Z�t�� `�° i� . :i �r .� � �, .� a�. ,� �� ,� -._.. - - - - . — . _ _ _ ---._,---.� p�Y APFROXs DE�CRYPT�ON OF IT�� BID FRICE T�'NI�' �r�� ra�.iv�z�rx ��ov�r� w.��v n� �r��ns �c� BA-9. I,S Provide Co�r�rnon B�uda HyYiramuloh �eed3n� p� Plans, � Fer Lump ��m `l�n.._rt.�y �'uac� --- �/ll�wxQJ1�rQ , �1al�ar� � and � _. Cet�ts $ L5 � J � � B.�-1� L�, Pxovide Int�rspec Softwxu� for use wit��. I�rri�iGt Cpntrr3l.lei �er specifiicaiions. F�� Lump Sun�."']'u��t�' � F� ✓a� `�ke�,.sa�.x.4 �,�a��ut� �w �- A�n�r„� Da1l.ars � aztd s��e� — — -, C�nts �_L� _ S� BID 5U��lVIA1tY �3AS� BID TQTAL ��D �LT�i�NA'x'ES TOTA.L GRA�iD TC}TAL fipfi�R�7t��] -4�- IiZ2i0,�, ,L3 3t� �.I.I� S � � � �i ��J9i.�. �� , � 3. -� t . �ZLS �m8 ��3 05�F� �n i-t Ti �-i �� .� � �� I, i 1t I A. This contract is issued by an organizatiQn which quaIafies far exemption pursuant to the provisians nf Article 20A4 (F) of the Texas Limited Sales, Excise and Use Tax Act. S, The Cantractor performing this contract may purc�ase, rent or lease alI materiais, supplies, equrpment used or consumed in the perfora�ance af the contract by issuin� to his supplier an exemptian certificate in lieu of tlie tax, said exemption certi#"icaYe complyi�g nvith State Comptroller's ruling tax, said exemption certificate complying with State comptroller's ruting #95-0.07. Any such exemption certificate issued by the Cantractar in iieu ofthe tax shall be sub,Ject to the provisions of the State Comptroller's ruling #9S,Q9 as amended to be effective OctoUer 2, 1968. C. The undersigned assures t�at its employees and applicants for employment and tlaose of any labor arganization, subcontractor or employment agency in either furnishing or refetring employee applicants to the uncEersigned are not discriminated against as prohibitad hy the terms oF Gity Ordinance 7278, as amended by City Ordinance 7400 {Fort Worth City Code Sections 13-A-22 through 13-A-29}, prahibiting disc�irninatioz� in eznployment prac�ices. D. The undersigned agrees to complete all work covered by these contract documents within Fariv-Five f45) ��'arkin� days after the da.te far con�mencing work as set forth in the written Work Order to be issued by thc Owner and to pay not less than the Federal Wage Rates referenced within the project documents, �' ,� � .� �! { aL � E, Within ten (10) days of receipt of notice of acceptance of this bid, the undersigned will execute the formal cantract and wil! del�ver applicable Surety Bonds for the Faithfiul performance of ihis contract. The attachec� deposit check in the suzn of $ DalIars ($ � is to becorne the praperty of the City of Fort Worth, Texas, or the attached Bidder's Bond is to be farfeited ir� the event the contract and applicable bonds are nat executed svithin the tirne set forth, as liquidated damages for defay and additianal work eaused thereby, In the case of ambib ity or lack of c[eam�ss in stating prices in the Pro�asal, the City reserves the ri�ht to adopt the mosi advantageaus price for construction therof to the City ar to reject the Proposat. G. Receipk is fiereby acknowledged of the fallowing addenda: Itio. 1��lU2 No. 2 Na. 3 Na. 4 R�specttuli;.� sub�nitted, �, � � � ��s��i.u-�7��1 � . (Cornpany �ame.}� �� 1 ' � - � - , � By (A��thnrizeci 5i�nature} �r . '. ; � Date: � - r �Address:1191� 1�d�t.� � .l�/�t""� �� ,� � `�X �l� f . �.Telephane: ��17)- �U�' ��' �� ._� I �. ,-;�..� -5- r�.—. _�..�„r.�..�-0_.,,..�.., .-:. _ ...... _. .�,.�1.e......._ .,, ... _ _..... .., ._........ ....__ _....�:�,:�u..R..-- Seal (if Corparation} �. , ; � ., �� AiT'A�bM�AEi 9A �a9e 9 ag 2 �!� O� �Ciit'i��il i�l�nori4�r �nd l�omen �usin�� Er�t��pr�ise �p��i�'i��%�,r�s�= ;- iV��IIdV�� IYl�i��TI�R� �.�ti�1�d��`��:If��/�F'�� ' - _ . � l PRIMECOMPANYNAhR�` _ +, . . ..•�� .�� 8i9[!AT€1 '! ^� i��f �� ` a.l� �- ;. � �ROJECT NAM� PROJECT NUMBER �. ��'1T1��C tIRrt71lR�' ti��Yl f• `. i � �TR!{�JI�F PFY2f'Ti.NTA TFVFiI• I r —.�_�.L�� Failur�e to ^ �'�omp[ete this farm, .in its entiraty wit[� supporiing documentaiion, and �eceived by the f�anaging �epartmen# on or ��re�q�e �:00 �O.m. fi�e (�) City business days after bid opening, exclusive of bid opening dats, will eesult in the hid being ^ansideped nan-eespansive to hid s�ecifications. I ��'he undePsigrhd bidder agrees fio enter inFo a fopmal ageeement wifh the l4fiB€ andlor IAdB� �rms #oe woP�c Eis#ed in tnis chedule, candit'rqned upon exec�tion of a�nnfpact with tt�e City of �orfi I�lorth, ihe intentional andlo� knowing + f�iseepresentation of facts is geounds fo� conside�ation af disquafification and will pesu[t in t1�e bid heing conside�ed �� on-Pesponsi�e ta specifiCatior�s. }any Name, Cor�tact Name, Iress, and Telephone No. ... . .. '_ � �; .. 1 a Certified a r U Q a o i' X LS f„ Z -.� �'c.�k . , ; !._. . ...__. _. _ _, .. f _ . e. Specify All Contracting Scope of Woric (*) � ��S��J� �� ( �� { j � 1 �` ry ..� r •- j [ � _ __ r . 5p�cify Afl Items to be Supplied(') � � 1 �' �l Ev1 cs� T c . --_ Doflar Amount �4 � �� . .t , . . . '�' II MIWBEs m ust be located in the S{ninej county marketplace or currently daing business in the marketplace at the time of bid. ih ;�"j Specify al� arEas in which AeWB�'s are to he utilized andlar ltems to be su�pfied: � �) A complete Ilsfing of items to be supplfed is required in order to receive credit toward the MIWBE goal. � I a ��{�•} Identify each Tier level. Tier: Means the level oi subcontracting be�ow #he prime contractorlconsultant, i.e., a direct payment � — from the pr9me contractor to a subconkrackor is considered 1" tier, a payment hy a subcontractor to its supplier'rs considered 2ntl tier. � .� � � 7H15 FORM MUST BE RECEIVE� BY THE MA�lAGING �EPARTMENi BY 5:00 p.m., FIV� (5) CiTY BUSINES5 flAYS AF'��E2 BID OPENING, �XCLIlSIVE DF THE BID OPENI�IG pATE I F2eY, 6I2198 L �ages 1 and 2 of Attachment 1A must be receiWed b�I the Managing �epartment � `� Company Name, Canta�t iVame, �` Address, and Telephone No. _� � � � � l; ! -� - �, ._.__. . ... �.. ... ......-_...� � f � - _._ _ ,� ___.. I _ -- . � _" . _ I�� "" _ _ �.,. cert�iied " 5peclfy All Contractirsg 5cope of 11Voek (`y AT'iA�F�M�f��" 1�4 ��c�e 3 �f � 5pecify A_II Iter�s to be - 9ollar l�mount � Supplied(") -a r� �`�; �� . � � _. L.r il h f.�� 1 '' , f0 { - � �. .� � ,. O V � � O }- n z � �— � 'u m Q. � 7�e bidder further agress to provide, direcily tq the City upon request, camplete and accurate informa�tian regarding ��actual work perFormed by all suhcontractars, includin� MB�(s) endlor WB�(s} arrangements submitted with this bid. ,;,ihe bidder alsa agrees to allow an audit andlor examination of any books, recnrds and files held by tt�eir corr�pany that �will s��star�tiate the actual work pertormed !ay #he M8E(s} andlor W8�(s) on t�is contracf, by an authorized officer or l employee of ihe City. I�ny intentional andlor �Cnowing misr��resenta#ion of facts will be grounds for term9nating the � TH�S FORM Ml�Si BE RECEIVEO BY TFtE MANAGING ��PA�t�MENT BY 5:00 p.m., FfVE (5) CITY BlJ51NES5 DAYS AFTER BIi7 �OP�I�ING, EXCLUSIV� OF THE BID OPENING DA7� � Rev. 612198 '� � , � Pag�s 1 and 2 of Attachment 1A must be received by the Manag�ng Departrr�ent +�' ��a I�� • ' �l9�r4bRA1�� 1iR - �age 4 �f 2 �: �, ",or�4rac4 0� debarme�t from �ifiy work for a perio� �# ��t I�ss tflar� 4f�ree (�) ysar�s an� f�e ini4i��ir�g act�o� u�der ��tleral, �� 4a�e eP Loe�! laws concerning false siaterne�4s. ��y faifupe t� cornp[y wi4h �ltis �pdin�nee anci cre�tes a matePia[ � reach vf contract may result in � determinafion o� an irpesponsif�le oiferoP an� baPrred fpom pa�ticipating in �ity waric ��or a pe�iad of Yime not less than ane (1) ye�p. �i I " 4 . A��iNB�s and WB�s �fUS`i �� C�RTIFi�D �Y ZH� GIiY ��.�R� COWiR�►Ci AWARD . L .a y� � -Z s- •_ - . �� 'ze �Signature Printed Signature �'I�i� • �� ' i Title Cantact Name and Title (if differentj �� ` ' c �_U`Y�::C�`.L'� �� i:, p�ny Name � Telephone Number (s) :, iI . , -�. �'�4 � � �. _ ti �. . _ . , r4dd ess � Fax Number i� t.'�J _ i � " 4� ; - • � �# - =L� _ _ Ci#yl5tatelZip �ode Date �� :._� �� = ��:_ .� �� -•n V � '� �� . ) � �;� �„ , •r_.• n--- F�-0 Ia�6 �.3 r,. • .��.- �y� � v � "(� 'w 4�.' � K� ; THIS FQRM MUSi B� RECEIVE� BY TH� MANAGING DEPARTMENT BY 5:00 p.m., �IVE (5) CITY B�SI�lE55 aAYS AFTER BID � OPENING, EXCLlfSNE OF THE BI� OPENING DAT� Pages 1 and 2 ot' A#tachment '�A tnust be recei�ed by the Nlanaging Department Rev. fi12196 �i�� Fa� IIV�rr�h �IJIL�[hlC� � CO�I�iR��iI�N T�D�S Predailir�� IAla�e �at�� '�� 000 , , � ;, ��000 CL�►SSI�I�AiI�NS �ouR�� s Air Conditioninq Mechanic Air Cond�tioninq Mechanic Helper Acoustic Ceiling lnstaller Acoustic Cei�ing 1ns�a[�er Helper Asbestos Worker �ricklayerlStone Mason �ric�layerlStone Mason �elper Carpenter Carpenter Helper Concrete Finisher Goncrete �inisher Helper Concrete �orm Builder Concrete Form �uilder Helper �rywall Taper Drywal{ Taper belper �lectrician Journeyman �lectrician i�elper �lecfronic iechnician �lectronic T'echnician �lelper Floor �ayer (Carpet) Floor Layer (Resilient) Floor �ayer belper �laz�er Glazier Helper Insulator Insulator Helper �aborer Common � $ $ $ $ $ $ $ $ � � � $ $ � � $ � $ $ $ $ $ $ $ $ � '{ 5.9� 10.�� 14.�� 10.�� 10.5D � 7.2� 10.16 13.9� 1 D.38 12.6� 9.73 � � .9� �.42 11.33 �.OD 1 �.4�6 11.30 'f 2.�0 �.5� 1 �.OD 16. DO 13.50 1 �.0� 10.90 1 �.�4 9.40 7.85 �Laborer Common �Laborer Skilled � Lather �Lafher Helper �iVletal SuiIding Assembler �Nietal �uilding Assembler He�per �Painter �Painter I�lelper � P i petitte r �P�pe��tter Helper � Piasterer �P�asterer heiper � �Iumber �Plumber Helper � Reinforcing �fieel 5etter � Roofer �Roofer Helper �Sheet il�etal Worker Sheet Metal Worker Helper Sheetrock I�lanqer �Sheetroc�c Hanger �lelper Sprinkler System �nstaller Sprink�er Sys#em installer belper Stee! Worker .Strucfiural Stee! Wor�Cer �tructural Helper Welder Welder Helper H��411Y �QUI�NIENT ��i�� Crane, Ciamsf�elf, �ackhoe, �erric�, �ragline, Shovel rork�ift Operator Foundation Drill �pera�or $ $ $ $ $ $ $ $ $ $ $ � $ $ � $ $ $ $ $ $ � � $ � � $ � $ � 7.8� 10.35 14.00 11.00 10.D0 �.70 1�.�3 �.35 1 i.60 10.�8 16.�0 11.00 16.91 9.i5 10.4D 11.�� 8.33 14.45 9.5i 12.45 9.64 16.�7 10.13 � 1.36 �.�o '54.�0 1 'f .74 1 �.50 9.63 '13.00 � �, ;� ,� Front �nd �oader �pera#or Truck Driver � "� � .�� $ 10.31 �i�y �� r� Wor�h I-OIGHIi��e�' �He�dy} C�R.��YF:U�iI�N �r�dailing I�ag� ��t�� ar �0�0 � .., .... -- --- . _.. —_.. __ ._.. . ��000 �1��1F1�,�►T{�NS F��U�LY �� Asphalt Raker $ 10.32 Asphal# Shoveler $ 9.75 �atching Plant Weigher $ 9.65 Carpenter (Rough} $ 13.64 Concrete �inisher�Paving $ 10.16 Concrete �'inisher He�per (Paving) $ 9.�'0 Concrete FinisheroStructures $ 13.44 �lagger $ 7.00 Form Builder-Structures $ 13.44 Form Setter�Pavin� & Curbs $ 10.25 �orm Setter�Structures $ 9.75 Laborer�Common $ 1.64 Laborer-U�ility $ �.64 �liechanic $ 13.�� Serv�cer $ 1 �.13 Pipe Layer � 7.35 Pipe �ayer Helper $ 6.75 Asphalf Distributor �perator $ 1 �.4� Asphalt Pa�in� Machine Operator $ 11.09 Concrete Pav�ng Saw $ 10,�3 Crane, Glamshell, �ac�Choe, Derrick, Dragline, Shovel (� 1 '[12 CY} Crane, C�amshell, Bac�hoe, i]errick, Dragline, Sho�ei (� 1 11� CY) Front End Loader (2 112 CY & less} Front �nd �oader (over � 11� CY} � � o.00 $ 11.�2 $ 9.94 $ 9.3� �Mill�ng iVlachine Qperator $ �Mixer $ �iVlotor G�ader Operator (Fine Grade) $ �iVlotor Grader Operator $ �Pavement Mar�Cing Nfachine $ IRoller, Steel Wheel Plan��Mix Pavements $ Rol[er, Steef Wheel Other �latwhee! or � Tampinq Roller, Pneumatic, Self-PropelCed Sc�aper $ �iravelin� Mixer $ �Reinforcing Steel Setter (Paving} $ �Truc�C Driver�Single Axle (�.i�ht) $ �Yruc� �river-Tandem Axle Semi�Yrailer $ �iruck Driver��owboylFloat $ �Truck Driver-Transit hllix $ ��ruck Driver--Winch $ I �.00 'f 1.�0 'I2.31 13.75 11.00 •:: 1�.�� 8.02 10.QQ 9.75 �.OD 10.22 1 �.54 1 �.63 9.80 5ource Is AGC of Texas {Nwy, H�y, Utllities 4 � WEATHER TABLE �� M�NTH JANUARY FEBRUARY MARCH APRIL MAY JCJNE NLY AUGUST SEPTEMBER OCTOBER NOVEMBER DEGEMBER AVERAGE DAYS RAINFALL (1) INCHES R.AINFALL (2} i.�a 2.36 2.54 �.30 4.47 3.05 1.84 2.26 3.15 2.58 2.03 1.$2 SNOWIICE �ELLETS (3) � * � 0 Q 0 0 � a 0 0 � � , i � 7 7 7 9 8 6 5 5 7 6 6 7 ANN C�ALLY 80 32.30 1 (1) Average normal number of days rainfall, 0.01" nr more. (2} Averaga normal precipitation. (3) One incb (1") ar rnore. * Less than one-half inch (1/2"). Unseasonable weather is deiined for contract purposes as rain/snow days which exceed the average nurnber af days or inches of rainfall in any git+�n month. This table is based on information recorded at the former Greater Southwest Interna#ional Airport, Fort Worth, Texas, covering a period of 1$ years. Latitude 32° 50' N, Longiti.�de 97° 03' W, eIevation (g�round) 537 ft. � ,_� VENDOR COMPLIANCE TO STATE LAW The 1985 Session of the Texas Legislature passed House Bi11620 relative to the award of cantracts to non-residen� bidders. This law pro�ides that, in order to 6e awarded a contract as low bidder, nan- resident bidders (out-of-state contra�tors whose �orporate offices ar principal place of business are outside of the State of Texas) bid proj ects for consiruction, impravements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder wauld he required ta underbid a non-resident bidder in arder to obtain a comparable contract in the State in which the non-residez�t's prineipal place of b�siness is located. The apprapriate blanks in Sectian A must be �lled o�xt by all out-of-state or non-resident bidders in arder for your bid to meet specifications. The �ailure of out-of-staie or non-resident contractors to do so will automatica�ly disquaIify that bi�der, Resident bidders must check the box in Sec�ion B. A. Non-r�sident vendors in (gave state), our principal place of business, are required to be percent lawer than resident bidders by state lavtr. A copy Qf the statute is attached. Non-resident vendors in (give state}, our principaI place o� business, are nat required to underbid resident bidders. B. Qur principal place of business or corparate ofiices are in the State of Texas. � Please Check or mark with an "X" BIDDER: %r sr��.ueT►d.� �. Company / � .t+�.�� _�,ddress . !�/�� 7�x� 7G��U� City State Zip , , _. � R _' By: '�. '_:�, _ � � � (p]ease �nnt) t �`, Signature ��Y ��`1 � - � � Title: � .-� � .�• � . � (please print) THIS F�RM MUST BE RETURI�ED WITH YOUR OUOTATION �� `�� P��Y �� ./��7�1�A��I�� P�s�a.�.t to 'Texas "�"V�rl�er°s C��n�e�asati�x� Co�i�s�.orn l��le ]. � 0.114�d1)�7j, a c�ntxac�or e�gag�d nn �. b�il�i.r�g �� c�ms��Ilo�. �p�o��c� f�r �, g�ve�ent ex��ty ns ��q�i�ed to �ost a�.o�i�� on ��.c� p��je�t si�e �r��'o�i�g a�l ��rs��s ��ovie�i�g se�vi�es or� ihe pr��c� that tfiey a�-e �ec��r�c� t� be ��ve�ed� �y vvm�ke�s° ��xmpensat�om. i�s��.�ce. T�ae r��ti.ce �e��i�ed by ��is �� da�s no� satis�y �� post�r�g �eq��rr�zmen�.s nrr��p�s�d� 1by tl�e Tex�.s �t1'��kers° Co��erns�.��o� .�ct a� 0�1�� C�x�.iss�v� �l�s. '�'l�is no�ice r��st: ��} (2) ��) �� sted i�a E�.g�is1�, S��.x�is1� ar�� .�.y o�e� 1�.xA.g��ge c�x�mon t� t�.e en��oye�°s er�p�oye� �opt�l�.�i�n; b� dns�p��yed �rn �ac�i �pzoje�t si��; st�.�e 1�ov� a�e�s�r� x��y ve�i�'y c�r�er�� c�ve��g� ax�d �epo�t �a�1�x� �� r�vi�e c�ve�ag�; lbe p��n�e� w�� . t�t1e �� least 30-�on�n� ��dl ty�e ��c� �ext � �� 1�as� 19�g��int ��r��.�1 �y��; �d � (5} cor��.�� 'ne �x�.ct �rv��dts �.s p�es��ibed �n F��n�e 1 � 0. � l 0�d�j�7) w�t�o�� dldb��r��.� �vor�s �r c�.�.�ges. T`�e no��c� o� �l�e xe��se sAc�� rr�ee�s �1�� above �e��nre�.er�ts. Fail�re to post th�e no��e �.s re��uAred �y thIls �le is �. vi��.�i�r� o�'�I�e .�ct ��d con�r��ssi��a xa�les. 7�e viol�.�o� �ay be s�b� ec� to adra�i��str��ve per��.l��es. . � . � � �� - - - � � �� r � � � J , . - - , � � �� The lavv req��s �,�.�.t �ac� p��so�. �v�rl�ix�g ��x t�.�s s�� or pxov�d��g sex�i�es �ela�ed� �o ��s �o�st��x� p��j �� .s� �e ��v��'ed by �rv��l�erse ��rr��nsa�� ir�s�.ra.�ce. Tl�ns n��l��s �erso��s �a�ovnd�n��, ��.��ix�g, �� d��l��xi�g ��p��e�� o� m��.��.�s, or ��vidi�g ��.1bo� ox ��.�s�or��.t��n �x ��.e� se��c� ��.t�d� �o �he p�o� e�i, �ega��ess of �he �der��ity �f �l�eix er��loy�� x s��.i�s as �.� ��.��oy��. ��.11 t�e '�'ex�.s Wo�1��x's° ��rrn��s�.txo�. ��.�ss�o�. a� 5�2-4��-37�9 t� re�e�ve i�.�'�r��.��r� �n t�� l�g�.� req��en� fo� co��r�.ge, to �re��iC-� �u�i�t�.�r yo�.� er�plo�� 1�as p�ov�dl�� .� r�q��d ��v�r�.ge, �r� t� �ep��t �r� er�.�lo��°s fa.�l�� t� �xo�r�de cove��.ge. �- ' I� � � i, ' ,' I� � �. �.: �. � J �- - - - - - - -- �1 ` � _ �� _�' � ' � '- '--�' � '-� L,�. �ey �ec��er� q�y� �a��. p��s�x�a �r�.baj �.�d� �� es�e s�� p��po��o��. se�i�ios re��.�io�a.dl�� c�n es�� proy�cto de c�mst�cc�.�r� t�e�e qa�� st�.x ��lbie�t� p�� .s�g��.r�z�. d� co��s�.��o� ��.r�. t�abaj �.�.��s. Es�o ��c��e pe�s�n�.s q�� xo9�a�x��o��an, ca�g�.r�, en�re��.r� ec��p� o��.te�x�.��s o�xo�po�c�o��.r� ��.�� '�., �-a�s��rtan., � cualq�ie� sexv�c�� r�1��.c�.o�.�.�lo co� �s�e p�'o�r��o, s�m consider�.r �.�. id��tn�a�. �� .t��n � �s��.do �.�I �rrx��px�a�o. L�a�me �. ��. �o�mis�o� Te��.na de Co��p�ns�.�� p�.ra Tra.��.��.d�r�s a15�2-�4Q--37�9 ��.�a �ec�bn� i��rn��.cio�. de �os x�e��.e�.r��.e��os ��a��s d�� b��`a, �a�a v��'icar si s� p�.�o� 1� h�. �ro��rcio��.do 1�. c��ext�.��. �equ.��a ��.��. repo�a.x f�.�� de1 �a.�rc�r� er� p�o�a�rc�o��.x�� cob��ta�. TECHNICAL SPECIFICAT�Oi�iS DIVISION � � GENERAL REQCTYI2E11zE1�TTS SECTYON O1.100 - STJNIlVIARY OF WORK The Contractor shalI supply all superintendence and shall perform all work and �urnish all labor, equipment, materials and incidentals necessary and complete all work as described in the plaz�,s and specifications. All construction ar�d ather work shall be done i�y the Contractor in accoxdanc� with the besf engineering and construction practices for the skill or trade involved. The work to be accomplished under tk�ese plans and specifications %r: Athle�c Fieid Improvements at Hallmark Park, Sycamore Scha�l Road (Mapsco 104H) ineludes: Line and grade staki.ng, demolition and site preparation, clearing and �rubbing rough and f�ish grading, concrete flatwork, irigatlion syst�ms, grass hydromuYching, and site furnishings as per construction documents. These plans and specifications were pr�pa�red by the The Landscape Alliance, 951 W. Pipeline Rd., Suite 111D, Hurst, Texas 76053, metro (817) 589-$949. The Department of Engineering will administer the contract and furnisb inspection. � In ad�iition to project performance stated above, the Contractor shall also be responsi�le for: 1. Setting alI project layout dimensions and final finish grade elevations in accardance to glans. AIl such survey work shall be perfvrmed by a Registered Surveyor in the State af Texas and � verification provided to tb�e City thai such survey work camplies to plans and specifications. 2. Att�nd all pxoject progress meetings as scheduled by the City and provide updated praject � schedules within 3 working days upon request by the City. The applica�le items cantained in the-Standard Snecificatitins for Sfree� and Starm Drain Constnzction for the City of Fort Warih, Texas, shall apply to this coniract just as though each . were incarporated rn these documents. Where the provisions ar specificatians con�ined in those documents are contrary #o this publication, this publication shall govern. In case of conflict b�tween plans and specifications, the plans shall govem. A copy of the Standard Snecifications � for Street and Storm Drain Construction can be purchased at tk�e office of t�e Transportation and Public VVorks Departm�nt , 1000 Throckmorton Street, 2nd Floor, Mtu�icipal Building, Fort Worth, Texas. The Contractor shall provide all permits and licenses and pay aIl charges and fees, and give all na�iees necessary and incidental to the due and lawful prosecution of the work. The eontractor � shall contaci the City of Fort Warth's Develapment-Plans Exam Section iar a de�etmination of applicable permits nr variances required for this project. G�NERAI, RBQUIREMENTS � -1- SECTION Ox135 - CONTRACT TIME 1.p1 PROGRESS AND C4MPLETION U�on receipt of a notafication letter and the executed construction contract, the Contractor shall be respansible for sch�duling a precoz�sf�ructian conference, which shall be h�ld no later than ten workiz�g days frorn the date af the notification letter. At the time of �he preconsiruc�ion confer�nce , a construction �tart date sha1l be established and indicated in the Notice to Proceed (Wark Order) issued by th� Engineering Department. The Contractor shall begin the work to be perfarrned under the contract an or before ten working days from the date the Work Order is issued. The Cantracior shall carry t�e work forward expeditiously with adequate forces and s1�aZ1 completa it within the period of time stipulated in the contract. 1.02 LiQUIDATED DAMAGES This pra,�ect wi11 be completed vtrithin the specified days allowed. Liquidated damages will t�e assessed if t17.e project runs over the allo�ted time. SECTION 01140 � ALTERNATIVES The Ciiy reserves the right to abandon, w;ithout obligation to the cantractor, any part af the project (subject to conditions set forth in Sectian 01I50 - Payrnent to Contractor) or the entire project at any time befare the Contractor begins any consiructian work authorized by the City. SECT��N 0115D d PAYMENT TO CONTRACTOR 1.01 SCOPE OF PAYMENT: The Co�at�actor shall accept the cornpensation as provided in the contract in full payment for furnishing and pa�ing for alI materials, supplies, subconiracts, labar, tools and equipment necessary to complete the work af the contract; for any loss or damage which may arise from the nature of the work from the action af the elements, or fram any unforeseen difficu�ty whicb may be encountered in the prosecutian of the wark, until t�e f nal acceptanca of the work by the City; for all risks of every description connected with the prosecution of the work; far aIl expenses and damages which might accrue to the Contractor by reasan of delay in the initiatian and prosecution of the work from any cause whatsoever; for any infringement of patent, trademark or copyright, and for cornpleting the work according to the plans and/or specifications. The payment of any current or partial estimate shall in no way affect the obligations of �he Contr�ctar to repa�r or remove, at his own expense, the defective parts of the construction or ta replace any defective materi.als used in the construction, and to be respansible for all damages due to such defects if such defects or damages are disco�ered on ar before the final inspection and acceptance of the wark. 1,02 Partial pay estimates shall be submitted by the Contractor or prepared by thE City on the lst day and 15th day of each monih that t�e work is in progress. Estimates will be paid wi�hin 25 days following the end of the estimate period, �ess �he apgrapriate GENERAL REQUIRSIvIENTS -2- retainage as set out belnw. Partial pay estimates may include acceptable nonperis}aable materials deli�ered to the work place which are to be incorporated inta the wark as a permanent part thereof, but which at the time of the pay estamate have not been so installed. If such materiais are included within a pay estimate, payment shall be hased upon 85°/a af the net invoice value tb.ereof, The Contractor will furnish the Engineer such information as may be reasonably req�ested to aid in the v�rification or the preparatian of #he pay estimate. 1.03 It is understood that the partial pay estimate amounts will be appraximate only, and all gartial pay estima�es and payment of same wiIl be subject ta correction in the estimate rendered following the discovery of the mistake in any previous estimate. Payment of any partial }�ay estimates shall not be an admission on the part of the Owner of the amoun� of wark done or of its quality or sufficiency or as an acceptance of the work c�one; nor sha11 same release �he Contractor of any of its responsibilities under the Contract Docnments. , 1.04 The City reserves the right to withhold the payment of any partial estimate if the Contractor fails to perform the work in strict accordance wxth the specificatians or other provisions o� this Contract, LQ� For cantrac#s of less than $400,000 at the time of ea�ecution, retaina�e shall be 10 percent. Far contracts af $400,004 or more at the time of execut�on, retainage shall � be � percent. 1.0� Contractar shall pay subcontractors in accord with the subconiraci agreement within five � business days aft�r r�ceipt by Cantractar of the payment by City. Contractor's failure to , � make the required �ayment to subcontractors will authorize the City ta withhold future payments from the Contractor until compIiance with this paragraph is accomplished. 1.07 Contractor hereby assigns �o City any and all claims for overchazges associated with this contract which arise under �e anti�ust Iaws of the Un.ited States, 1 S U.�.C.A. ��c. 1 et se� (1973). 1.08 Il*TCREASED OR DECREASED QUANTITIES: The Owner reserves the right to alter � the quantities af th� work to be perforrned ar #o ex#end or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the work as altered, increased or decreased at the unit priees. Such incraased or decxeased quantity � shall nat b� more than 25 percent af the cnntempIated quantity of such :item or items. � When such changes increase or decrease the original quantity of any item or items af wark to be dane or materials to be fumished by the 25 percent or more, th�n either party to the coniraci sla.all upon writt�n request to the other party be entitled to a revised � consideration upon that partian of the work above or below the 25 percent of the original quantity stated in the proposal; such revised cflnsideration to be determined by special agreement or as hereinafter provided for "Extra VVork." No allowance will be raade far ' any changes in anticipated profits nor shall such changes be considered as waiving or invalidating any conditions or provisions o� the Contract Documents. �� Cx�NERAL R�QUIREMENTS -3- I.09 PAYMENT FOR EXTRA WORK: Extra wark performed by the Contractor, that is autharized and approved by the City Ez�g�ineer, will be paid for under "Change orders" made in the manner hereinafter described, and the compensatian thus provided shaIl be accepted by tlae Cantxactor as payment in £u1I for all labor, snbcontracis, materiaIs, tools, eyuipment and incident�ls, and for all supervisian, ix�surance, bands and all ather exp�nse of whatever nature incurred in the pxosecu�ion of the ext�a work. Payment for ex�ra work wilZ be made under one af the foIlowing types of "Change orders" to be selected by the City: A. Me#hod "A". By unit prices agreed upon in the contaact or in writing by the Contractor and City Engineer and appraved by the City Council before said extra work is comrnenced subject to all other conditions af t�ie contract. B. Method "B". By a liunp sum price agreed upon in writing by the Cantractor and City Engineer and approved by the City Cauncil before said extra wark is commencad, subject ta al1 other condztions of the contract. C. Method "C". By actual f eId cost of th� work, plus I S percent as descrihed herein be�ow, agreed upan in writing hy the Contractor and City Engineer and approved by the City Council after said extra work is completed, subject ta al� other canditions of the contxact. In the event extxa wark is to be performed and paid fox under Method "C", the actual field costs a� tlae work will include the cost of all wvrkmen, foremen, tirnekeepers, mechanics and laborers working on said project; all nsed on such extra wark only, plus all power, fu�l, lubricants, water and simila;r operating expenses; and a ratable proportion a�premiums on performance and payment bonds, public liability, ' workmen's compensation and all other insurance required by law or ordinance. The City Engineer will direct the form in which the accounts af actual fiald cast will be kept and will recarnmend in writing the metb,od af doing the work and the type and ldnd of equipment to be used, but such extra work wiIl be per%rmed by the Contractor as an independent contractor and nvt as an agent or employee of the City. The 15 �ercent of the actual field cost ta be paid thc Coni�actor shall cover and eomp�nsate him �ar profit, overhead, general supervision and itald offic� �xpense, and ali otk�er elements of cost and expense not embraced within thc actual field cost as herein specified. � The Contractor shall give the City Engineer access to all accounts, bills, invoices and vouchers relating thereto. I.10 DELAYS: If delay is caused by specific ardcrs gi�en by �he City to atap work, or by the perfarnnance of extra work, or by the failure of the City to provide material or necessary instructions far carrying on the warlc, then such delay will eniitle the Contractor to an equivalent extension of time, his applicatian for which sk�all, however, be subject ta the G�]�TERAL REQUIREMENTS -4- approval of the City Council; no such extension of tirne �hall release the Contraetor or the s�raty on his performance bond fram aIl his obligations �ereunder which shall rernain in full %rc� until the discharge of the contract. i.l l CLAIMS AND DAMAGES: Any claims for extra worl� or for any other zelated matter o;r cause must be made in writing to the City Engineer within seven calendar days from and after the cause or claim az7ises. Unless such claim is so presented, it shall be held that the Contractor has wai�ed the claim, and he shall nat be entitled to receive pay thereof. 1.12 TRANSPORTATTON: No allawance or deduction will be made far any cbarge of freight rates. No allowance for transportation of inen, materials or equipment will be allowed. 1.13 ACCEPTANCE AND FINAL PAYMENT: The City, upon receipt of the Di�rector's "Certificate of Completion" and "Fina1 Estimate" and upon receipt of satisfactory evidez�ce from the Contractor t�at all subcontractors and persons furnishing labar or materials have been paid in full and all claims of damages to property or persons because af the carrying on af this work have been resolved, or the claims dismissed or the issues join�d, shall certify the estirnat� for final paymeni after previous payments have been deducted and shalI natify the Contractor and his surety of the acceptance nf the proj ect. �n pxojects divided inta twa or more units, the Contractor may request a final payment � on one or more units which have been complet�d and accepted. , On delivery o� the final payrnent, the Coniractor shall sign a written acceptancc oi the ' £'�.al estimate as payment in full fo:r the work dane. AIl prior partial estimates shall be , subject to correction in the final estirnate and paymcnt. The project shall be deemed accepted by �he City of Fart Worth as af the date that the final punch list has been completed, as evidenced by a written statement signed by both the con�ractor and the City, The warranty period shall begin as of the date that the final punch lis� has been completed. � SECTIOI� 41300 o SL1BIi�IITTALS Prior to construction, the Contractar sball furnish the Parks and Community Ser�rices � Departrnent a schedule outlining the anticipated tame each phase of canstruction will begin and he connpleted, including su�cient time for turf establishment (i�applicable) and project ciean- up. � The Contractor shall submit to the Project Manager shop drawings, product data and samples required in specificaiion sections. Refer to Secrion 01640 —1.02. GENERAL REQUIREMENTS � -5 SECTION 01400 a QUALITY COI�TTROL The Contractor will receive all instructions and approvals from the Dzrector oiEngineering and/or }us assigned inspectors. The inspector will be introduced to the contractar prior to beginning work. �1ny work done at the directian o� any other authority will not be accepted or paid for. Finai approval for the finished project shall be given by the Directar of Engineering, City of Fort Worth. Th� Cont�actor or a competent and re�iable superintendent shall oversee the work at all times. The superintendent shall represent the Contractor in his absence and ali directions giv�n to hirn shall be binding as if given to the Cont7ractar. SECTION 014x0 d TESTING Al� tests made by the testing lab�ratozy selected by the City will be paid fnr by the City. In ihe event manufacturing certi�icates are requested, they shall be paid for by the Caniractor. SECTION 01�00 - TEMPORARY FACILITIES AND CQNTROLS The Cantractor shaIl take alI precautions necessary to protect all existing trees, shrubbery, sidewa�ks, buildings, vehicles, utilities, etc., 'vn the area where the wark is be�ng done. The Contractar shall xebuild, res#ore, and make good at his own expense alI injury and damage ia satna which may result from work heing carried out under this contract. The utiIity lines and conduits �hawn on the plans are for informa�ion only and are z�ot guaranteed by the Owne:r to be accurate as to lacation and depth; �hey are sho�vn on the plans as the best information available from the owners of the utrlities in�olved and from evidences �aund on the graund. The Contractar shall deterniine the exact loeation of all existing uY�ilities and canduct his t�vork to prevent inter�ruption of servic� or damages. SAFETY RESTRYCTYDNS - WORK NEAR HIGH VOLTAGE LINES A warning sign not less than fi�e inches by seven inches, painted yellow with black letters ihat are legible at twelve feet, shall be placed inside and outside vehicles such as cranes, derricks, power sho�el, drilling rigs, pile drivers, hoisting eq�tigment or simila,r machinery. The waming sign shall read as follo�vs: "WARNING - UNLAWFLTL TQ OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VQLTAGE LINES." Equipment that rriay be aperated within six fect o�'3zigh voltage lixles shall bave an insulating cage-type guard about t�e boom or arm, except bacichoes or dippers, and insulator links on the lift hood connectians. When necessary ta work within six feet of high voltage electric lines, the Contracior sha11 notify power company (TLJ E�ectric or the apprapriate pawer supplier} to erect iemporary mechanical G�i�E�i.AL REQUIREMENTS -�- b�rriers, de-energize the �ine, oz raise or lower the line. The contractor sha�l maintain a 1og of all such correspondence. Th� Contractor is responsible �or all cos�s incurred. SECTION 01640 - SUBSTITUTYONS AND PRODUCT OPTIQNS 1.02 GENERAL Far consideration af product substitutions, send submittals to: David Creek, Senior Landscape Architect (Sl'�) 8i1.��745 Parks and Community Services Dapartme:nt 4200 S. Freeway Suite 2200 Fort Worth, Texas 76115-1499 1.p2 PRODUCTS LIST A. Within fve (5) Working Days after commencement of wark, the Cantractor shall submit to the Landscape .Axchitect two (2) copies o£ complete list of ail specified products and subrnittals for review and agproval. B. Tabulate Iist by each specification sectian. C. For products speci�ed under reference standards, include with listing af each �roduct: �� 1_ _ Name and address of rnanufacturer 2. Trade name 3. Model or catalog c�esignatian 4. Manufacturer's data , a. Performance and test data b. Reference st�ndards D. Speci�ed material shall not be orde:red by the Cantractor until such time product material submittaIs have been received, reviewed and approved by the project consultant and 1 ar City. 1.03 CONTRACTOR'S OPTIONS A. For products specified only by reference standards, select any product which meets such standards from any manufacturer. B. Far products specified by narning several products or manufacturers, select any praduct and manufacturer named. GENERAI. REQU3REMENTS -7- C. For products specified by naming one or more products, the Contractor must submit request, as r�quired foz substitution, far any product not specifically named. 1.04 SUB�TITU'T�ONS A. Dunng bidding, the Landscape Architect w�ll consider vvritten requests from Prime Bidders onlv (bidders submit�ing Bid �rnposals for the constructiara a� all work) for substitutions wbich a.re received at least fifteen (1 S) Waz'king Days prior to bid date, exclusive of �he l�id opening date; requests receiv'ed after that tirne will not be cansidered� B. Within thirty (3�) calendar days after date of Contra,ct execution, the Projeci Manager will consider formal requests from Contractor for substitution of proc��tcts in place of those specified. C. Submit two (2) copies of request for substitution. �nclude in r�quest; 1. Complete data substantiating compliance of proposed substitution with C�ntract Documents. 2. For products: a. Product identification, including manufacturer's name and address. b. Manufacturer's literature; {1) Praduct description {2) Performance and test data (3) Reference standards c. Samples, if z'equired. d. Name and address of similar projects on which product was used, and date of installat�an. D. In making request far substitution, the Prirne Sidder / Contractor repr�sents: 1. That the Prime Bidder I Contractar has personally investigated proposed product or metUod, and deterrnined that it is equai or superiox in alI re�pecis to that specified. 2. That the Prime bidder 1 Con�ractor will provide the same guarantee (or better} %r substituted prnduct or method specified. 3. That the Prime Bidder / Cantractor will coordinate installation of accepted substitu�ion into work, maki�g such changes as may be required %r wark to be complete in all respects. 4. That the Prime Bidder / Coniractar waiv�s al1 claims foz' additional cflsts related to substitution which �onsequentl� becoma apparent. �. Substitutions will not be cansidered if: 1. They are indicated or implied on shap drawings ar project data submittals without formal reqt�est snbznitted in aceard with Paragraph 1.04. 2. Acceptance vc�ill rec�uire substantial revision of Cantract Documents. GENERAL REQUIREMENTS -8- 3. Substitution requests submitted with less tban fifteen {15) Workirng Days prior to bid opening date, exclusive of the t�id opening date or after thirty (30) calendar days from the date of the executed contract. F. 8hould the Contractor instal� any material and ! ar equipment which is non- specified, failed to submit �the appropriaie submittals for review and did not receive approval fram the City prior to instalIation, all such material and !�r equipment shall be removed by the Con�ractor and install specified equipment and / or material at no additional expense to the City. SECTION 0170Q � PROJECT CLOSEOUT 1.01 �LE�NING The Contractor shall make final clean-up of the const�uction area, ta the satisfaction of tiae Parks and Community Services Department, as soan as construction in �hat area is compieted. Clean-up shalI include remo�al of all constructian materials, pieces af concrete, equipment andlor other rubbish. Na more than five (S} days shall elapse after the completion of consiruction before the area is cleaned. Suzplus materiaIs shal� be disposed of by the Con�ractor, a# this own expense, and as directed by ihe Parks and Community Services Department. Cleaning ofequipment by Contractor or Subcontractor, such equipment as cement mixers, ready-mix trucks, tools, etc., shall take place in an area designa#ed by the Parks and Community Services Department. 1.02 WARRANTY The Contractar shall be responsible far defects in ihis project due to faulty workmanship or materials, or both, for a period of two {2) years fram the date that the final punch list has been completed. Refer to Section O 1150-Payment To Contractor —1.13/ Acceptance And Final Payment. The Contractor will be requir�d to replace, at his own cxpense, any part, or ai1, of this project which becomes defective due ta t�ese causes. SECTION 01�00 � CONTRACTOR'S RESPONSiBILITYFOR.DAMAGE CLAIMS Contractor covenants and agrees to indemnify City's engineex and architect, and t�eir pexsonneI at the project site for con�ractor's sole negligence. In addition, Contractor cavenants and agraes to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and emplayees, fram and against any and all clairns or suifis for pxoperiy loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contxactar, its officers, agents, employe�s, subcontractors, licensees or invitees, whether or not aav such iniur�, dama�e or death is caused, in whole or in qart, bv t�e ne 1�'r Pnce or aile�e� d ne�ence of Qwner. its afircers. servants ar emDlovees. Contractor likewise covenants and agrees to indemnify and hald harmless the Owner from and against any and alI injuries ta Owner's officers, servants and employees and any damage, loss ar destruction to property of tha Owner arising fram the performanee of any of the terms and conditions of this Contract, whether or nof any such injury or dama�e is ca�sed in GENERAL �Qi]IREMENTS -9- whole or in Aart bv the negligence or alle�ed negli�ence of Owner, its o�'f cers, servants or emnlavees. In the event Owner receives a wnitten claim for damages agaznst the CQntractor or its subcontractors priar to final payment, fnal paymen� shall not be made until Contractor either (a} submits ta Owner sarisfactory evidence that the claim has been settled andlor a release frorn the claimani involved, or (b) provides Owner witk� a letter from Contractor's Iiability insurance carrier that the claim has been refex'red to the instuance carrier. The Directar may, if he deems appropriate, refuse to accept bids on any ather City of Fort Worth public warl� from a Contractar against whom a claim far damages is outstanding as a result of work performed under a City Con�ract. END OF DIVISION GENERAL REQLJTREMENTS -10- SECTION 0�100 � SITE PREPARATION PART 1- GENERAL 1.01 WORK INCLUDED: A. Re�ove E�cis�ing Trees and Vegetation within constructian area. B. AlI Dernolition and Site Preparation is 5ubsidiary to Cost of Constntction. C. Hauling ofAll Materials, Vegetation and Miscallaneaus Debris Compl�tely Off Site unless othervvise directed. 1.02 RELATED WORK SPEGIFIED ELSEWHERE: A. 5ection 02240 - Earthwork B, Exisiing Conditions, Remaval and Demo�ition Items. PART � — PRODUCTS 2A1 No pzoducts are required to execute this work, except as tha Contractar may deem necessary. PART 3 — EXECIITYON 3.01 CLEARING AND GRUBBING: A. Clearing and grubbing shall cansist of remaving all natural and artificial objectionable materials from the project site or from limited areas of construction specified within the site. B. In general, clearing and grubbing sha11 he perfarmed in advance oigrading and earthwork ope�atiQns and shall be perfarmed over the entire area af earthwork operations, G Unless otherwise specified on the plans, all trees and shrubs and a11 scrub grovvYh, such as cactus, yucca, vin.es, a�d shrub thickets, sb�all be cleared. All dead trees, logs, stumps, rubbish nf any nature, and other surface debris shall also be cleared. D, Buried material such as logs, stumps, roots oi downed trees that are greater than one and ane-half {1-I12'} inches in diameters, matted roo�s, rub�ish, and foreign dehris sha1l be grubbed and removed to a minimum depth of twenty-faur (24) inches belaw proposed Fnished grades. E. Ground covers of weeds, grass, and other herbaceous vegetation shall be removed prior to stripping and stockpiliz�.g tapsoil frozn areas of eartl�wark aperations. Such removal shall be accomplished by "blading" off the upperrnost layers a£ sod or roat-matted soil for removal. Site Pzeparatian a2iao - i 3.02 UTILITIES; Cantractor is responsible for pratectzon of existing utiliti�s noted on pFans unIess otherwise noted. 3A3 MINOR DEMOLITION: There may be certain items on tha site such as old building foundations, fences, and other undetermined 5tiUCLlIT�S and improvements tb,a# zxaust be rerno�ed before construction can eommence. Unless otherwise speciiied, such items become the prop�rty of the Cantractor for subsequent disposal, 3.04 USE OF EXPL05NES: Tha use of explosives will not be permitted in si#e preparatian aperations. 3.05 BACKFILLING: All holes, cavities, and depressions in the ground caused by site prepazatian operations will be backfilled and tamped ta normal compactian and will be graded to prevent ponding of water and to pramate drainage. In areas that are to be immediateIy excavated, 4he Arc�itec#IEngineer may permit hales, etc., ta remaiu open. 3.06 DISPO�AL OF WASTE MATERIALS: A. Unless otherwise stated, nna#erials generated by clearing, grubbing, removal, and demolition shall be known as "waste" or "spoils" and shall be zeznoved fi-onn the site and disposed of by the Contractor. Similar materials znay be unearthed or generated by earthwor� operations or by suhgrade preparatian. Unless otherwise specified any merchantable items become the properiy of the Contractor. Excess soil excavation for pzoject, if free of t�ash and deleteriaus materiaFs, may be disposed of on site as directed by the City Inspector. END OF SECTION 5ite Preparatian. 02IQ0-2 sECTION ortiaa p E�T�rwo� PART 1 - GENERAL 1.01 SCOPE: Work in this section inc�udes furnishing a11 labor, mat�rials, equipment, and services required to construct, slaape, and finish ea.rthwozk to the required lines, grades, and cross sections as specified herein and on the plans. 1.42 RELATED WORK SPECIF�ED ELSEWHERE: A. Provisions established withiri the Genez'al and Supplementary General Conditions af the Cnntract, Division 1- General Requirements, and the Drawings are collectively applicable to this Section. B. S�ction 02100 - Site Preparatian. C. Grading Plan: Ref�r to plan sheets. 1.03 REFERENCES , � A. Arnerican Society for Testing and Materials (ASTl1�: I. ASTM D 698 - Test Method for Laboratory Com:pactian Characteristics of Soi� Using Standard Effort (12,q�00 ft-lbflft3). 1.04 SLTBMTTTALS A. Test Reports: ]. , Submit copies of test reports in accordance with SECTION 01410 - MATERIALS TESTING AND LABORATORY SERVICES. 2. Compaction Tests: Submit copies of compaction test reports. 1,05 QUALIT'Y ASSURANCE A. Laboratory Cantrol: Select fill material and imported topsoil, if requirsd, shall be inspected and testad by an independent testing Iabaratory, 1. T�sting laboratary shall make tests of the soil froz� the selected source to deterxnine that it meets the spacified requirements for selec# �i11 and imported tapsail. 1.06 PR07ECT CONDITIONS A. Temporary SJ�eeting: Shore and sheet exca�ations to protect utilities and to prsvent cave-in. Maintain sheeting secure until pernnanent construction is in place. Remove sheeting as excavations are backfilled. � d� B. Drainage: Provide foz adequate surface drainage during construction to keep the site free af surface water without creating a nuisance in adjacent areas. Earthwork o22aa - i C. Pumping: Keep the excavations free of water af all fimes by pumping or other means. This shall be the responsibility afthe Conix'actor regardless of the cause, saurce, or nature of the water. D. Protection: 1. Prnp�rty: Protect adjoiningproperty, including improvements out-side the limits of the wark. Protect wallcs, curbs, and paving from damage by heavy equipment and trucks. 2. Trees: Protect tops, trunks, and roots of trees on the site which are to remain. Box or fence trees vul�erable to damage during constructzon, Remove interfering branches with care and covar scars witi� tree paint. Do not pertnit �ires, storage of rrtaterials ar excavation within the branch spread of trees to remain. I.07 METH4D QF PA�'MENT; Earthwork is necessary an.d incidental part of�e wark. The total costwill be included in the Bid PraposaI. Payment will not he rnade on a unii price basis. PART2-PRODUCTS 2.01 SQIL MATERIALS A. Topsoil; 1, Tnpsoil on the affected site areas shall be stripped, cleaned of grass, roots and debris to a depth of bet�veen 4" to b", and s#ockpiied for later use. 2, Un.suitable Materials: Topsozl af unclassified fi11 vtirill b� declared as "unsuitable" hy the Architect if, �n his opinion, any of the following conditions or matter and particles are pre�en# #o a degree that is judged detz�znental to the proposed use oftha material: a, Moisture. b. Decayed nr un-decayed vegetation. c. Hardpan clay, heavy clay, or clay balls. d. Rubbish, 3. 4. e. Constructian rubble. f, Sand or graveI. g. Rocks, eobbles, or boulders. J� h. Cernen�itious matter. i. Foreign matter of any kind, Unsuitable materiats shall be disposed of as "waste" as speciFed in SECTION 02104 - SiTE PREPARATION, Wet Material: If fiil material is unsatisfactozy for use as embankment solely because ` of high moisture content, the Architect zx�ay girant the Cantractor pernussion to process the material to reduce the moisture content to a usable optimum conditian. B. Granular Fill: Clean gravel or cr�shed rack graded ta produce a mixture passing 13/q" sieve and retained on `/n" sieve, C. Free-DrazningFill: Coarse sand or sand and gravel mixture wifh less than 1 Z% passing a No. Earthwork aa2oo - 2 200 siev�, arid a Plasticity Index less than 4. PART 3 � EXECTJTION 3.U1 EXAMINATION A. Establish extent nf excavatian by area and elevation; designate and identify datutrn elevation, B, Set required lines and levels. C. Maintaizi laench marks, moniunents and other reference points, 3.02 PREPARAT'ION A. Before starting excavation, es�ablish locatian and extent ofunderground utilities occuning in work area. B. Notify utili#y companies to remove and relocate lines which are ir� way of excava�ion. C. Maintain, reroute or axtend as required, existing utility lines to remain which pass through work area. D. Protect and suppart utility services uncnvered by excavatzon. E, Remove ahandoned uiility serv�ice lines from areas of excavation; cap, plug or sea� such lines and identify at grade. F. Accurateiy tocate and record abandoned and active utility Iines rerouted or extended on Project Record Documents. G. Upon discavery of unknovcm or can��aled condition, discontinue affected work and notify Architect. H. Remove grass, weeds, roots and othar vegetation from areas to be excavated, filled and graded. Fill stump holes and like small excavations with suitable material placed in lifts and fhoraughly tamped. I. 5carify the subgrade soi� iu�, place to a depi� of 6" and compact to between 9S and lOQ percent of Standard Density, at or abo�e opfiirnum moisttire content, in accordance with ASTM D b98. 3.U3 EXCAVATION A. General: Excavate to the lines, grades and sections shawn on the drawings. Allow space for ihe construct�on of farms. Excavate as required regardless of the condition or type ai material encountered. I. Cut areas accurately to the indicated cro�s-sections axzd grades. Take care to �artkswark 02200 - 3 �; prevent e�ccava#ion below the grades indicated. Any bottoms and slopes that a.re undercut shall be ba�kfilled with earth fill at�d compacted. 2. Finish the excavating reqUired for graded areas to a toleranoe of 0.10 foat above or belaw the rough gz-ade. B. Overcut planting and lawn areas to allow a layer of topsoil not less than 6" thick. C. Maintain excava�ions to drain and be free of excess water. Ponding of water on site will nat be permitted. D, Exercise extreme care in grading around �xisting trees. Do not dist�rb elcisting grades around existing trees except as otherwise nated. When excavation fhrough roots is necessary, azzd after review by Architect, perform by hand and cnt roots with sharp axe. E. Fill over-excavated areas t�nder struciure bearing surfaces in accordance with Arclutect's directian. F. Do not allow construction equipment to create "pumping "of soils. G. Stockpile exca�ated clean fill for reuse where directed. Remove excess or unsuitable excavated �11 from site. 3.04 WASTING A. Surplus excavated material nat suitable ar required for embankment fi11 and backfill will be xemaved fram the site, 3,Q5 FILL AND BACKFILL A. Filling: Construct compacted fills ta the lines, grades and sections shawn on the drawings. 1. Complete stripping and wasting operations in advance of fi�1 construction. 2. Deposit and mix fill material in horizontai Iayers not more than 8" deep, loose measurement. Manipu�ate �aeh layez u�ntil the rnatarial is uniformly mixed and pulverized. 3. Fill material s�all have a rnoistuze content at or slightly abov� nptimum, to achieve speciiied campaction. If fill rs too wet, dry by aerati�n to achieve desired moisture cantent. T� �Il is tao dry, add water and mix in by blading and discing ta achieve desired moisture content. ' 4, Exercise care to prevent movement or breakage of walls, trenches, and pipe during filling and compactinn. Place fill near snch iterns by �neans of Iight aquipment and tamp with pneumatic or hand taznpers. B. Backfilli.z�.g: 1, Do not ba�kfilI until underground constrtiction has been inspected, tested and appraved, forms removed, and the exca�ations cleaned of trash and debris. 2. Bring backfill ta required grades by depositing material in harizontal layers nat mor� tb.an 8" deep, loose measurement. Earthwork 02200 - 4 3.Ob COMPACTION A. Compact each layer of earth fill and backfiil thoroughly and ev�nly until there is no evidence of further compaction and a solid and uniform densiiy is secured. 1, Equipment for cornpacting shall be sheepsfoot and rubber tired rollers ar other compactars capable af abtaining the req�zired density. Coznpact the fili with power tampers and by hand in areas not accessible to roljers. 2. Compact eack� layer of fill to the density listed below as a function of the locatian. The required density in each case is indicated as a percentage of the maximuxn dry unit weight determined using the standard compaction test ASTM D�98. 3. Campact select fill at perimeter grade beams to the density listed below at a moisture content between optimum and 4 percentage }�oints above optimum (0 to -�4). a. Material under paving ------------------------ 95 to 100%, b. Material under lawn areas ------____..__________ g� to 4Q%. c. Material adjacent ta gz'ade beams ------------- 93 to 98%. 3.07 GRADING A. Grading iTnder Slabs; 1. Grading Under 51abs on Grade: a. Shape and fuush select earth fill to £orm the subgrade for concrete floor s1aUs and platforzns on grade. Fine-gi�ade the areas to the proper elevatinns and leave tiie compacted surfaces smooth, without waves and ruts. b. Fumish and place a 4" deep layer of sand under slabs and pZatforms. Spread sa.n.d Ioose and �ightly compact vc�ith tampers to a smooth, level surface. S. Site Grading: Shape and fmish earthworkto bring the site to the �nish grac��s and elevations shown on the drawings. 1. Establisi� grades by zneans of grade stakes placed at eomers of units, at abrupt changes of grade, and elsewhere as may be required. 2. Rough grade for walks, paaving, and site ixx�provements ta the subgrade elevations required, Soft and unstable material which wi�l not readily compact when rolled or tamped sha11 be removed and the resulting depressions filled with stable rr�aterial and re-compacted. 3. Finish grade to the finish contours and �pat grades shown. Ext�nd cuts and fills to feather aut beyond the last �nish contour or spot grad� shawn. Grade to unifortn levels and slapes between points for va�hich elevations are given, round off abrupt � changes zn elevation, and finish off smaothly. Finish grades shail slope away from paved surfaces to assure praper drainage. G. Grading Around Trees: Where grading is required within the branch spread of trees that are to remain, perform the work as follows: ' 1. When trenching occurs, the tree raots shall nat be cut but the trench shall be tunneled under or around the raats by hand digging. 2. Wheu the e�astizag grade at a tree is below the new finished grade, and �ill nat Earthwork 42200 - 5 exceeding 6" is required, ciean washed gravel gz'aded from 1" to 2" size shall be placed directly around the tree irunk. Tne gravel sha11 extent out from trunlc on all sid�s a minimum oi I 8" and finish approxiz�ately 2" above the fmish grade at �e tree, Install gravel before earth fill is placed. 3, Trees iui areas where the nev�r finish grade is to be �owered sball have re-gr�ding wor�C done by hand to elevation as indicated. Existing grades immediately su�rrounding the tz�unk sball not be altered except at the direction of the Architect. 3.Q$ PLACING TOPSOIL A. Priar to placing iopsoil, scarify subgrade to a depth of 6". Follawing scarifieation, topsoil shall be spread in one 6" thick lift. Topsoil shall be coznpacted to the approximate density �f unt�sturbed soil. After iopsoil has been placed, blade, roIl lightly, and rake as required t4 comply with compaction tests. B, After placement of tapsoil, Contractor shall e3iminate all low ar hollow places thai �vould allow water ta stand or pond during raivafall or during operation of lawn irrigation systems. The srea shalI be free vf all natural debris and shall also be free of all clods and roeks which are 3/a" in size or larger. C. Fznieh su�rfacas shall be not rnore than 0.10 feet ab4ve or below established grade elevation. D, Provide uniform roundings at top and bottom of slopes and ot�er breaks in grade. Correct irregularities and areas where water will stand. E. Uniformly distrihute topsoil to required grades; feather back to where grades remain unchanged. �'. Finish lawn and unpaved areas to 1" belovv top of wallc and curbs. 3..09 PROT�CTIQN, CLEAN-UP AND EXCESS MATERIALS A. Protect grad�s from construction and weather damage, washing, erosion and rutting, and repair such damage that accurs, B, Carrect any settlement below established grades to prevent ponding af water. C. At lncations where Iime, concrete or other foreagn matter has penetrated or been mixed with earth, remove damaged earth and replace with clean m.aterial, D. Remove excess stackpiled n�aterial, debris, waste and other material from sife and leave work in clean �nished condition %r �nal acceptance. Contractor is responsi6le for disposal of debris and exeess materials. END OF' SECTIQN Earthwork 02200 - 6 �ECTJON 02�10 e IRRIGATIOl�i SYSTElVI � � i � PART 1 � GENERAL 1,OI DESCRII'TrON A. Work Tncluded: 1. Piping, �ttings, and miscellaneous accessories. 2. Valves, sprinkler heads, a�d con#rollers. 3. Testing, adjusting, and balancing. B. Related Work: 1. Trenching, Backfilling and Compacting: Section 02221. 2. Electrical requirements: Division 16. 1,02 REFERENCE STANDARDS rt A. American Society for Testing and Materials {ASTM) Publications: ASTM D 2241-89 Poly (Vinyl Chloride) (PVC) Pressure Rated Pipe (SDR 5eries) �� ASTM D 2466-90a 1'aly {Vinyl Chloridej {1'VC) Plastic Pipe Fittings, Schedute 40 ASTM D 2564-91 Solvent Cements for Po1y (Vinyl Chloride) {PVC) Plastic Pipe and a; F'' Itt1IIg5 ASTM D 2855 Standard Recommended Practice for Making Solvent-Cemen#ed � roints wit� Poly (Vinyl Chloride) (PVC} Pipe and Fittings B. Naturai Eiectric Code C. City Qf Fort Worth Plumbzng Code D. Standard Plumbing Procedures 1.Q3 SUBMITTALS: � t A. Shop Drawings: Indicate layout, circuiting, and installation details. ' i A4 QUALITY CONTROL: 02810 � 'f � A. Izastaller Qualifications: Project foreman shall have a minimum of �ve years experience in the installation af irriga�ioz� sysiems similar to the work of this project. Foreman shall be present at a11 times during the installatian o� the irrigation sys�em. B. Irri�ation work shall comply with tke City of Fort Worth �lumbing and Electrical Codes. C. All plastic pipe sha11 be certified by Manu�acturer ta have passed or be able to pass Anhydrous Acetone Tmmersion Test. D. Do nat allow irrigation system wark to be covered up or enclosed until alI work has been inspecied, tested, and approved by the Architect and lacal governing authorities. 1.05 SUBMITTALS: A. Product Data: 5ubmit for Architect's appraval: 1. Camplete materials list. 2. Manuiacturez's instailation instructions which, when approved, shall become the basis far inspection and aceeptance ar rejection af installed work. 3. �hog drawings shall be pregared by a Licez�sed �rrigataz. B. Certificate nf Compliance: Indicating �hat all installed materials camply with t�ie specified requirernents. C. Extra Materials: Upon completion provide the Owner: 1. Threa keys for valv� locked-top. �.. Three val�e couplers. 3. Three hose swivels. D. Recard Irriga�ion Drawings: The Contracior is responsibl� ta prepare two (2) copies af record drawings on bluelina prints which shall show all deviations from the bid documents made during construction, The drawings shall indica�te and show appro��d substitttii�ns o� size, material and mazzu£acturer's name and catalog number. The drawings shall be delivered to the Qwner's designated representative prior to fi�zaal acceptance of work. These drawing� shall be prepared by a Licensed Irrigator. 1.06 DELNERY, STORAGE, AND HANDLING: A. Deliver materials to job site in Manufacturer's original unopened packaging. Transport plastic pipe on a vehicle lang enough to allow pipe to Iay flat without bending, B. Store zza.aterials off the ground, protected frona weather and dazz�age. Do not install items tbat a281 a - 2 become cracked, �roken, ar otherwise damaged or non-functional. In #he event of damage, repair oar replace at no additionai cost to Qwner. PART 2 � PRODUCTS 2.01 POLY VINYL CHLORIDE (PVC) PIPE AND ACCES�ORIES: A. Pipe: - 1. Minimum burst pressure: a AlI mains and laterais: ASTM D 246G Schedule 40 2. Continuously and permanently mark with manufacturer, pipe size, ]PS size, type af material, and code number. B. Fittings; ASTM D 2456 �chedule 40, Type T or II, sacket type. C. Sleeves: ASTM D 2466, Schedule 40. D. Solvent Cement: ASTM D 256�. E. Risers: Rainbird, or other manufacturer approved by Architect. 1. Lawn �ieads: Risers shall have fle�ble, damage-resistant rubber nipple below grade. 2. Quick coupling valves shall have flexible nippies and elbows. As per d�tails. 3. Swing jaints: Swing joints shall be �pears O-Ring Seal type. 2.02 VALVES: A. Wire and Splices: All wire shall be single strand salid copper, sized by the Contractor and shail be a minimum 14 gauge with Type UF insulatian wluch is Underwriters Laboratory approved for direct undergrounc� burial when used in a National Electrical Code Class II Circuit (3d volts AC or less) as per Articles 725 and 300. Voltage drap �hall be taken into consideratian. All wire sha11 be color coded so that the common wire shall have white insulation and the signal wires sha11 have red insulatian. All w7ire connectors shall ha�e a twapieca PVC housing which, when filled with resin epoxy and p:ressed together, forms a permanent, one-piece, moisture-proofwi:re splice. All connectors shall be U.L.listed, rated 6�0 voit, for PVG insulated wire. No wire rnuts sha11 be a1lQwed. No �vire splices shall be buried. AII wire connectors shall be 3M-DBY approved equal. All wire shall be considered incidental to �e cost of the project. B. Quick CoupIing Valves: Brass ar bronze body and parts able to withstand pressure of 150 psi withaut �eakage, 1 inch female inlet, IPS with one-piece, single lug, single key with salf- clasing caver. 02890 - 3 C. Dou�Ie Check Valve Assembly: A douhle �ate va�ve, double check valve as�ernbly exists on site as shown on the plans. D.. Electric Controller and Valves, Electric iz�igation contraller shall be capable af operating the stations as indicated on th� dzawings. Power source shall be standard 120 Valt 67Q Cycle AC. Output for operation of companion solenaid actua�ed valves shall be 24 Volt 670 Cycle AC. Wiring to valves to be as hereinbefore specified (2,1.D). Electric r�mote conirol valves shall bave brass bodies and covexs and shall be globe-type diaphragm val�es of normally closed design. Operation shall be accomplished by means of an integrally mounted heavy-duty 24-V AC salenoid complyzng with National Electrical Code, C�ass II Circuit. Solenoid coil shall be poited in epoxy res�n within a plastic caated, stainIess steel housing. Solenoids shalI be completely waterproof, suitable far direct underground burial. A flow stem adjustmen� sb.a11 be included in each valve. Tk�e valve shall b� able to 3�e used with dirty water. The valve sha11 be able ta compensate for paressure through the use of a�ressuxe regulating device, Elactric remote control valves shaIl be Toro 252 series valves wiih E 202 DC latching solenoids as manufactured by rrritro2 Systerns. All eiectric conirol valves shall be enclosed in a valve bax. Tkiis vaIve box s�aIl be properly supported and of sufficient constnzction �hat tractors and rnowers crossing over the box will t�ot push the bax down and crush tk�e pipe, valve, or box. E. Manual Contral Valves: Manual valves greater than 2" shall be aIl brass, gate type with soIid wedge disc and integral �eats, and shall be rated at 2Q0 gounds W.O. G. All valves shall have wheel handles unless crass handles are cailed �or on the plan and shall be Ohio i�rass 1502 and 1502-X, NIBCO #22 and #33. All manual valves 2" and smaller shall be Spears compact design plastic ball valves produced fram �irgin PVC Type 1, Grade 1 wiih Viton "o" rings with Safe-T-Shear stem or approved equal. �. Valve Boxes: 1. Electric Valves: Boxes for electric valves 3" and smaller shall be Braok� �419 Standard �eries with snaplock cover or appro�ad aqual. 2. Wire splices; Box.es for wire splices shall be Braoks 70 Series with snapIock cover or approved equal, 3. Manual Val�es: �hall be Brooks 70 series with snaplock cover ar approved equal. G. Concrete Materials; Materials for concrete �vaults, �'ootings, and thr�st blocking shall meet the requirernents of the COG Star�dard Specifications Institute Item 7.4, Concrete for Structures. AIl concrete shall have a minimum compressive strength of 2,000 pounds per square inch at the end of twenty-eight (28} days. Concrete shall have a minimum of four (4) sacks (3761bs.) of cement per cubic yard. 02810 - 4 2.03 S�R]NKLER HEA.DS: A. Manufacturer's standard unit of cycolac plastic, guaranteed to indefinitely withstand corrasive action of soils and water used. B. Heads shall be designed to provide uniform co�erage over entire area of spxay shawn on drawings at available water presswre and as follows: C. Rotary Heads: Rotary pop-up sprinklers shall be in-line combination type with positive drive by means af a water-dri�en gear motor. Nozzles shall be readily accessible without removing the up�er head assembly. Rotary type pop-up spray heads shall be Hunter as desigz�ated on the plans. See plans for type of nozzle to be specified. 5 D. S�ecial Heads: Special heads not cavered by these Speci£'ications shall be furnished in accordance with the speciftcations and details shown on tbe plans. 2.04 AUT�MATIC CONTROL SYSTEM: , A. Controller: New controllers used on this project shall be Hunter ICC - PED 200QM 20 Station Controller referenced on plans. B. Low voltage system manufactured expressly for cantrol of automatic circuit valves of undergraund sprinkler systems. Provide capacity to suit number of circuits as indieated. , 1. Control wire: UL appmved Type [TF-b00V, PV� jacketed, single conductor underground cable. 2, Wire gauge as required hy length of run and eantroller manufacturer's specification. 3. Splices for underground caniral wiring shall be UL appraved far. direc# burial. C. Control Cabinet: �. Aitach a iypewrit�en legend inside each controller door indicating areas covered by each remote control valve. PART 3 � EXECUTION 3,00 GEhiERAL A. This part sha11 include the �lacing of all spccified materials at the locations and elavations as shown on the drawings or as established by the Architect. 028 � D - 5 The work performed bezeunder shall con�orm in every respect to the Cantract Documents, the appiicable Ciiy requirements, the applicable Iacal ordinances and sanitary codes, the regulations vf the State Health Deparimen.t, the regulations of the Occupational Safety and Hazardous Administration (OSHA) a�d the regulatians af the Environmenta� Protection Ag�ncy �EPA}. In the event that the Contract Documents do not adequatel� specify materials, methods of construction ar workmanship of atay portions of the prapased wc�rk, t�.e Narth Central Texas Couxzcil of Govemment's (NCTCOG) 5tandard Speci�'ications far Public Works Construction, as amended i�t� the Contract Dacuments, shall apply. If the NCTCOG Standard Specifications do not adequately des�ribe the requirements of any partion of the work, the Standarrds af the Trade shall govern. B. The installation of the irrigation p:roj ect shall be made by an individual or �'irm duly licensed under Article No. 8751 VTCS, ti�led "Licensed Irrigators Act", S.B. No. 2S9 as passed by the fi6ih Legislature. The Contractor shall be specialized in commercial landscape zrrigation installation and shall be approved by the Owner"s designated z'epresentative. All wark shall be supervise� on the site by a license� Irrigator by the State of Texas. 3.01 SYSTEM DESIGN A. Design �ressures: �ity Water Supply pres�ure and as indicated on the drawings, B. Design location of heads is approxi.mate. Make adjustments as necessar� to avoid obstructions. C, Whe:re piping, heads, valves, or o�her elements of ihe system are indicated under paved areas but zunnzn.g parallel or adjacent to planting areas, vvithout indication of slee�ves or oiher specia� accommodations, the intention is for th� it�ms tc� be ix►stalled 'vci the planting axea. D. Piping Layout: Piping layaut is diagrammatic. Route piping around existing trees and shrubs in such manner as tt� avaid d.amage to plantings. Do not dig within the ball nf newly planted trees or sl�rubs. In areas where existing trees are preseni, trenches will be adjusted on-siie to provide a minimum clearance o�four feet between the tirip line of any tree and any trench. The Contractor s1�aI1 notify the Ownez''s repres entative in writing of a planned change in trench r�uting from that shown on the drawing. E. Cnntractor's Responsibility; The Coniractor shall nat wiljfully install the irrigation system as shown on the drawings when it is obvious in the field that obstractions, grade differences or discre�ancies in equipment usage, static water pressure, ar area dimensions exist that might not have been considered in the engineering. Such abstn�ctions ax differenc�s shall be braught to the attention of ihe �wner's designated r�presentati�e in writing before work commences. In tk�e event this notification is nat perfarmed, the Contractar sha1l assume full responsibility for any revision necessary. 02810 � 6 3.02 � PREPARATION: A. B. C. D. Prinr to start a� i�z�ri.gation work inspect site to verify t�at the �ystem rnay be instailed as indicated. Da not begin wark until uz�suitable canditions have been corrected. Verify location of exzsting underground ntilities priar to start of trenching. Field v�rify aIl dimensions. Existing Utalities: 1. 2. 3. Lvcations and elevations of various utilities included with the scope of this work have been obtained from the most reliable sources available and should serve as a general guide without guarantee to accuracy. The Coniractor shall examine the site and verify to his own satisfaction the lacations and eIevatian of all utilities and availability of utiiities and services required. The Contractor shall inform himself as to their relation to the work and the submission af bids shall be deemed as evidence fhereof. The Cont�acfor shall repair, at his own expen.se, aaad to the satis�'action of the Owner's desigr�ated representativ'e, damage to any utility shown an or not sl�own on the plans. Should utilitzes not shown ora the plans be found during excauations, Contractor should prornptly notify designated rep:resentative for instructions as to further action. Contractor shall make necessary adjustments in the layaut as may be requirecl to connect existing stubouts, eanduit loca�ians, etc., should such stubauts or ]ocations nat be located exact�y as shawz�., and as may be required to work around existing woz'k at no increase in cast tv the Owner. A11 such work will �e recorded on as-buiZt drawings and turned over ta ihe O�vner's designated representative prior to final payment. 3.03 PIPING SYSTEM: A. Trenching: Refer to Section 02221. All Iateral piping sha11 be buried a minimum nf 12 � 1 inches below iinished grade. All main piping shall be installed with a minimum aF 18" of � cover. B. � � C Carefully inspect all pipe and fittings priar to installation. Remave all dirt, burrs and reaming. Lay pipe on solid subbase with markings u�, uniformly sloped, as indzcated. Connect piping to building system in location indicated. 1. Slope circuit piping to drain valve at least %Z-inch in 10 feet of run. 2. �eai all wall penetrations. 3. Restore darnaged landscaping. o2s � a - 7 D. AlZ piping passing under paving or other slabs more than b feet wide shall be installed in Schedule 40 PVC sleeves. E. Make aI1 piping jaints witY� specified solvent cerrient. Joints shall set a minimum of 15 minutes prior to handling or rnoving, and 2� hours pr�or to filling with water. F. Centerload piping with a smaXl amount of backfilf to prevent arching and whipping under pressure. G, Backfill trenches in accordance with Sectian 02221 a$er ail inspectians and correctians ha�e be�n made and �he system has been accepted by the Architect. H, PVC pipe shall not be installed when �here is water in the trench, nor shall PVC pipe be laid when temperature of 40 degre�s or beiow or when rain is eminent, PVC pipe wi11 expand and contract as ihe t�mpexature cIaanges. Therefore, �i�e shall be snaked from sidc to side oftrench bottorn to allow for expansion and contracting. I. Control Wire Installatian: 1. All control wire less than 500 feet in length shall be continuous without splices ar joints frorn the controller ta the vaives. Connections to the electric valves sball be made within 1 S inches of the valve using connectors specified in paragraph 2.1.D unless otherwi�e approved by the Owner's desi�ated representative in writing. 2. AIl conirol wires shall be i�zlstalled at least 1 S inches deep in ditches in accordance with Details of the Irrigatian Dz'awings. Contractor shall obtain the Owner's approval for wiring routing wh�n installed in separate ditch. Can�rol wires may be installed in a cammon diich with piping; however, w;ires rnust be installed a minimum of 4 inches from piping as per Details of the Irrigaiion Drawing,�. 3. Al1 w�re passing under existing or future paving, sidewaIk, construction, etc., sbal] b� encased in a PVC or galvanized steel conduii e�tending at Ieast 12 inches beyand edges of paving, sidewalks or canstruction. 3.04 EQUTPMENT: A. Circuit Valves: Install in �alve box, arranged for easy adjustment and removal, buried deep enough that valve box lid will not protzude above grade. 1, Provide union on dawnstream side and ball valve on upstream side per details. 2. Adjusf automatic control va��es to provida flow rate of rated operating pressure for each sprinkler circuit. 3. Install a dzfferenti coIored valve wire from cantroller to each val�e installed. B. Sprinkler Heads: Tnstall in accordance with rnanufacturer written iz�stz�uctions. I. T.nstall lavvn Iaeads flusb with finish grade, and no closer than 1-1/2 inches fram 028'f 0 - $ walks, paving, and curbs. 2. Locate part-circle heads to rnaintain a minim�tn distanc� of 4 inches from waIls and 2 inch�s from ather boundaries, unless otherwise indicated. 3. Rotary Heads: Rotary pop-up heads shall be installed as per the Irrigatian Drawings. Rotary pop-up heads sha13 be installed on a swing joint assembly. After the head heigh# has been determined, a Schedule 80 PVC extensian sha�l be added between the head and swing nipple in order to maintain a head height flush with grade until grass is established. Under the warranry, ihe Contractor musi retuin after grass is asta�lished ar�d adjust heads to proper grade, 4. Quick Coupiing Valves: Quick coupling valves shall be installed with the top of the cover %z-inch belaw the finish grade. Quick coupling valve shall be installed on a swing joint assembly witli a 1 inch BaII valve. A valve ba�. shall be installed around the quick coupling valve. Under the wazranty, the Contractor must rreturn after grass is established and adjust heads and boxes to praper grade. 5. Thrust Blacldng: A1S main line piping s�all be installed with concrete thrust blocking. For thrust blocking of main l;m.e piping s�e Details of the Irrigation Drawings. E. Automatic Cantrollers: Install winng in canduit from timer to point of direct burial, Set as directed by Ovvnez'. �. Manual and Electrie Valves: Manual and electric valves s�aall be sized and located where shown on plans. Top of valve boxes shall be flush with finished grade. The {' Contractor wiil be required to adjust after establi5hment of grass. Valve boxes shall � b� properly supported and of sufficient construction that �ractars and mowers _, crossing av�r the baxes will not push hoxes down and cnxsh the pipe, valve or box. 2. Electric Controllers and Va3ves: ,, a. Electric controller(s) shall be located as shown an the plans and shall be capable of operating the number af statians indicated on the plans. The `' Contractor sha11 install the size controller specif ed on the plans. ` b. Cantroller s1aa11 be lacated where shown on the plans and, if possible, �� oriented in such a manner as ta allow the operator to view a maximum area � af the irriga�ion system. � c. The Contractor shall provide electrical service as required to controller location. All electrical �vork shall he done in accordance with all applicable codes and standard industry procedures. 11 S Volt or larger services shall be installed a minimurn 24" deep and shall be placed in PVC conduit. �, d. It will be the responsibility af the contractor to fiirnish and install the proper size wire on each of the low voltage circuits fram the mast�r control center to the �arious section automatic valves. Also see Section 2.1.D. � e. Cansideration will be given ta each circuit for allowance voltage drop and . � o�s�a-s econorny consistent with accepted practic�s of eleclrical installation. Under na circumstances shal� the voltage of any branch circuit be reduced more than proper due to leng#h of run exceeding th� maximum allawable for the wire size used. £ Remote electrical control valves shall t�e located and sized as shown on the plat�s. A11 electrical connection shall be made when the weather is dry with connection ki�s in strict accordance wifh manufaciurer's recaznmended procedures. Contractor sha�l subrnit cannection kit data as required under Section 1.3. F. Automatic Sensors; Provide freeze and rain pratection by use of Weathermatic #954 Rain- stat and Penn A-I9 ternperatu�re sensor. Mounting locations wi�l b� approved by Landscape Architect. Each can�roller will be provic�ed with a bypass 5witch box to allow a manual avemde oithe sensars. 3.05 TESTING, ADJUSTING, AND B,AL,ANCING: A. Natify Architect a minimum of 48 haurs prior io start of testing� Canduct ali tests in presence of Architect. B. Flushing: 1. Prior to backfill:ing, with all control valves in placa �ut be�'are lateral pipes are cannected, cornpletely flush axid test the main line and repair all l�aks. 2. Flush out each seciion of lateraI pipe before sprinkler heads are attached. C. Testing; Furnish �11 required personnel and equipment to accomplish t�sting as �ollows: 1. Thoroughly bleed l�ne of a11 air and debris. Fi11 and maintain line full of water for a miraimum period of 24 hours irnmediately prior to the test. 2. A#�er valves are installed, test all live water lines for leaks at a pressure of 100 psi far a continuous p�riod of2 hours, with all couplings exposed and with all pipe sections center loaded, � 3. Correct all Ieaks and retest until system is accepted by t�e Architeci. D, Thoroughly clean, adjust, and balance all systems. 1. Final Adjustment: a. After installation has been campleted, make �'inal adjustment of sprinkler system preparatory to the Owner's designated representative's �nal inspection. b. Cozx�pletely flush system to remove debris frorn lines by removing nozzle from heads a� ends of lines and ttuning on system, c. Check sprinklers for proper operation and proper alignment far direction af a�$�o - �a throw. d. Check each section oispray heads far operating pressure andbalance to other sections by use of flow adjustment on top of each valve. e. Check nozzling for proper coverage. Prevailing wind conditions may indicate that arc of angle of spray should be other than as shown on tlrawings. In this case, change nozzles to provide correct coverage and fumish record da�a to Owner's designated representative with each chang�. £ After system is thoraughiy flushed and ready faz op�ration, each section oi sprinklers must be adjusted to controi pxessure at k�eads Use the following method, one section at a time: � 1) Remove last head on section and instal3 a tcmporary rise abo�e grade. Install fee wit1� pressure gauge attached on top of riser and reinstall ; head with nipple onta tee. 2) Correct aperating pressure at last head of eacla sectian as fallows: , Spray Heads - 25 psi Rotary Heads - 35 psi � Or as per manufacturer's recommendations -� 3) After replacing head, at grade, tamp thoroughly around head. g. The Cantractor shall f�rnish all water necessary for testing, flushing and jetting unless noted otherwise. E. Demonstrate complete system to Aschitect and Owner's representati�es: ' l. Show that all remote control valves are properiy balanced and that all heads are � prapexly adjusted for xadius aud axc coverage. �. Instruct Owner's maintenance personnel in the operation and maintenance of the ' irrigation system. Include confents of the O�+ner's Manual. � � 3. Guara�tee and Maintenance: . a. The Contractor shall guarantee material a�d warkmanship for one year after installation including repair and replacement of defective materials, "' workmanship and repair of backiill settlement. Contractar shall provide . maintenance for one year after installation. b. Maintenance shall include, but nat necessarily be limited to, the following: �� 1) Adjustment of sprinkler height and plumb to corr�pensate for settling. •� 2) Adjustment of head coverage as necessary. 3) Unstopping heads plugged by fareign material. 4) Adjustment of controller as necessary to insure proper performance. �' 5} Cleaning to insure heads pop-up and pop-down pr�perly. , 6} All main�enance necessary ia keep the system in good operating order. *** END OF SECTION *** 02810 - 1 � �rrinet -- Trunked Radio Satellite Controller Bidding� Specifications The satellite controller shall be: o Madel No. IS-].2A-TBW-RN-SS;; a 32 station lrrinet controller, with ,Secondazy Surge protection, and remote capabiliti�s, insiall�d in a stainless steel cabinet with the �ollowing opiion; a Portable Keyboard I Display; Modal No. IS-.KT Tl�e satellite � stan.d-alone controller shall be capable of iwo-way comniuriication with the Irrinet Control Center f ICC (Compuierized Base Station). Tt shall recei��, store, and sez�d aIl commands generated by the central. It shall self-initiate cammunicatzon to t�e central (polling or interrogation not required} for r�porting alarnxs, faiI�res, c�az�.ges made at the satellite, and chan�es in the status of certain sensors. Tt shall upload on requesx �rom the � central satellite stat�xs, program content and accumulation tabl�s. � The satellite / stand-alone controller shall be a 4-inpuis (sensars), I6-station, (outputs) �� cantral unit. Expandable to �2-izzputs, and 48 outpuis Througb the addition of the AC mixed Il0 madule. ' Each station shaIl be capable af timing in increments of Minutes-Seconds ox Hours-Minutes as well as in the ease where the volumetric control feature is used metering water in.volumetric incr�men�s of 1, 10, 100,1000 ar I0,000 gallons. Each statian may have 1- 98 cycIes, with the option af an infinite number of "looping" cycles. The sateilitelstand alone controller shall alsa support izriganon by time and include the � checking of the flow rates per program. i I , The satelliielstand alone canixoller shall suppart t�.e ability to combine multiple flow meter inputs and derive a"virtuaI"main line met�r (the sum of all phy�ical meters' flow rates). The sa�ellite/stand alone contraller shall be capable of deli�ering .50 amperes (holding) at 24 VAC per station. The satellite/stand alone controller shall be capable of operatiz�g as many as two hundred (200) progranri lines r�vith fifty (SQ) main lines each with capacity for si� (6) stations � programm�d simultaneously. The satellitelstand alane cantroller shall be capable of operating any stations that are not assigned to main lines as auxiliary devices. These outputs may be combined with irrigaiion valve stations on the same prograr�(for booster pump selection) as wal� as comple�ely independenfily on their own prograrn lines. Programs with onIy auxiliary outputs shall not be affected by a percentage increase/deczease to the water budgeting factor. The satellite shall have ninety-nine {99) passzble programs. Each pzogram shall have: o up to 48 cycles, ox izkfinite when 99 is entered. o up to 6 statian assigned. o nozninal flow rate expected (vo�uznetric opera�ion) 0 o}�tian of fertilizer injection control, with pre-watering and pzoportional control. a a start candition, o a wait condition. o a stap condition. o a stop time. o choice of day interval (1-99} or individual days. The satellit�lstand alone controller shall provide globai percentage incr�ase or decrease per main line, frorn an� (1) to nine hundred ninety�niz�e (999) percent, in an� (1) percen# increments. The satellite/stand alone controller sball pravide wat�r management reporting by eitb.er the central or in a stand-alon� con�guration. Reports shall incIuc�e; a status of each program (High Flow, Low Flow, Unopened, Wai�ing, Tn Progxam, Stopped) o water remaining in each progxaxn. • o actual flaw rate. o cycIes rernaining and next start tima. o Actual Water Factor �'or each program. Tl�e sateIlite/stand alorae contraller-shaIl provide software support faz' 254 outputs. 99� main lines, and 99 prograxris. The satellite/stand alone cantroIler s�all provide randorn assignment of the physical outputs and inputs to fhe l�gical station and input names used in the sa�.ware programrning process, The satellite/stand alone controller shalI provide both the radio communications data-link and software to support remate inguts and outputs installed on 5corpio remot� tertninal units, Irrinet 2 The satellite/stand alone cantrollez' shalI provide random access �apability to assign any station to any pzagram as well as combining stations (up to �ix} on a program. Autaxz�.atic protection shall prevent mixing stations from different main linEs on a single program line. All stations shall be able to be turned oa�Joff znanually from th� keyboard/display terminal unit (option IS-KT). The satellitelstand aione controll�r shall be able to communicate via Motorola MCS2000 Trunked radio with the �CC central computer. Additionally, up to five (5) satellites may be linked together via 2�wire communication cable and one of the units shali provide the radio Iink ia the central. The sateIlitelstand alone coniroller sha�l provide a read-aut of current sensor inputs status. The satellite/stand alone cantraller shall pza�ide internal H.V. surge pratection for each of the 24 VAC iieId wire outputs. Satellite inputs shall also incorporate surge protection. � The satellitelstand alon� cantroller shall include an opnonal keyboard-c�isplay ternunal unit that includes a 2-Iine, dot matri�c liquid crys#al display and function-keys for menu driven operation. It shall have alpha-numeric d�'tsplays of descriptive Englis�i �nenus, with built-in '' HELP as a dedicated key on the unit that calls up context-sensitive help screens, The hardware shall be dedicated in fu�ction as the terminal, arid shall have no an-ba�d RAM (Random Access Memory). The safiellitelstand alone controller shal� pravide status read-outs from Light Emitting Di.odes (LEDls) located on the face af each madul�. � The Central Processing Unit (CPU) module shall pravid� the follawing status LED's , ; POWER FAIL REMQTE FAIL .. " RESET FAIL _ , IRRIGATTNG Si-OP � � BATTERY LOW � � TERMINAL ,, FLOW ALARM LEAK ALARM . ' UNOPENED ALARM . . �LOW ALARM CENTRAL COMMUNICATION TX, RX, CM `' REMOTE COMMUNICATION TX, RX, CM Tmnet 3 Each v0 module shall provid.e the following status T�ED's: MODULE DIAGNaSTIC FATLURE. CLOCK FAILURE ,._. OUTPUTS (1-16) INPUTS {1-4) The satellitelstand alone Controller sha11 be F.C.C. type accep#ed and Iisted. The satellite/stand ala�e con#roiler shall ha�re 11 7VA� 6Q160 Hz input, and 24 VAC 50160 �Tz output to up to 4& stations for operating 2�# VAC solanoids. Tbe controller shall be manufacturedlassembled by Motarola and lnterspec, LLC. 0 Irrinet 4 Hydrometers Bidding Specifications The Hydxometer shall be a caml�ination electrically activated va�ve an.d a flow meter that is capable of installatian above or below grade. The valve will be available in the folIowing configurations: J", 2", 3", 4", b", S" The valve m�st be available with a standard 24 VAC or a 12 VDC latching salenoid. The register will be driven by the impeller through a dry magnetic coupling. The impeller will he the onIy coanponent in contac� with the water, TI�e register will be hermeticaIly sealed with stainiess steel capsule and a hardened plastic lens. The z'egister will include a totalizer to display ihe measuz'ed volurne of water as well as a z'otating leak detection indicator. The ouiput wi11 be through a Reed Switch Type Proximity Sensar / dry contact switch. The switch will be enclased in a vacuum-sealed glass tube that locks with a bayonet fit, inta a sealed caviiy in the register. The quantity o� switch closure varies with meter size. The definition must be available in 1, 10, or 100 gallons per Pulse closure anc� will be defir�ed by the customer when placing an order. The output af this unit must be completely compatible witl� the Motorola MIR 5000 Imgation Central Control System. Th� Hydrometer will be: Model No. IS-BM-20 DC; 2" Hyc�rometer with 24 ,VAC solenaid. Adding the suffix DC will designate a DC Iatching solenoid in lieu of a 24 VAC solenoid. Adding �he suffx PR will designate the addition of a pressure-regulating module ta reg�xlate the discharge pressure throug� the. valve. The Hydronr�eter shall be manu�actured by Arad Ltd. and be distributed by lnters�ec, LLC. � SECTION 028'�0 �SITE FURNISHINGS � PART 1 ti GENERAL 1.01 DESGRIPTION Furnisk� and supply all labor, equipment, materials and inci�entals necessary to assemble, install and otherwise construct park equipment as listed under Products. l A2 RELATED WORK A, Section Q3300 - Cast-in-Place Concrete. • •• 1 A3 QTJALITY ASSURANCE A. All equipment shall be free of sharp edges and corners, or extrenne3y rough suriaces. B, AIl materials shall be new and conform to all standards as specified. _ C. The bidder shail be responsible for defects in equipment due to faulty materials or manufacturing, damage ar loss. D. Metal shall be straight or at design rad'u' or bends, withaut kinks, and shall be true to shape. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLTNG A. Protect fram inclement weather: wet, darnp, exireme heat or cold, ,, B. Store in a manner to Qre�eni warpage andlor bowing. � � C. Give aIl manufacturer's lahels az�.d installatian instructions to the Landscape Architeet. 1.05 JOB CONDITIONS The contractoz shall be zesgonsible for protection af wnfinished work and shall be responsible for the safety oipark users utilizing unfinished equipment. E � PART 2 � PRODUCT� 2.a1 PARK EQUIPMENT A. Bleachers - Accessible5 Row, 15' Long Ble�chers: '� I. Approved Products: #515-BG2CL by StuzdiSteel. B. Drinking Fountains - Accessible steel type SITE FLIRNISHINGS 02870-1 1. Approved Products: Most Dependable Fountain # 493 SM, green painted finish. 2.02 SUPPLIERS A. Sturdisteel 1'. O. Bax 2655 Waca, Texas 76702 800-433-3116 B. Most Dependable Fountains 4597 Winchester Memphas, TN 3 S 118 1-800-552-6331 PART3-EXECUTION 3,01 INSTALLATION A, Fasteners: All nuts and bolts shall be upset and tack welded to pre�ent disassembly. B. Manufacturer's Installation Instructions: The contractar shalI follow the manufacturer's installation instructions unless othervvise stated. C, Set all benches azzd fountains Ier�el. END O�' SECTION SITE FURNISHINGS 02870-2 ,� SECTION U�93Q - LAWNS � HYDRO�MULCHING PART 1 � GENERAL 1.01 SUMMARY A. Section Includes: Soil preparation, fertilization, planting, and other requiremants regazding hydro-mulching operations to turfgi�ass areas as indicated on the plans. B. Related Sections: 1, Section 02200 - Earthwark; topsoil. C. Scope: It is the responsibility of the Contractor to seed all di sturbed areas af the site as required herein. 1.02 SUBMITTALS: A. Product Data: Submit in accordance with Section 0134Q. �ubmit a sample 1abe1 or specification for each type af fertilizer. 1.03 QLTALITY ASSURANCE: A. Establishment a�d Aeceptance: Regardless ofunseasonable clianatic conditions or other adverse conditioz�s af£eating planting operations and the growth of the grass, it sk�all be the so�e responsihility of the Cnntractor to establish a uniform s#and of grass. When adverse conditions such as drought, cold weather, high wiz�ds, excessive precipitation, or nther factors prevail ta snch an extent that satisfactory results are unlikely, the Owner may, at his own discretian, stop any p�Zase o� the work until conditians change to favor the establislunent of grass. 1, Uniform Stand of Grass: A uniform stand with camplete caverage of �he specified grass shall be defined as nof less than 150 growing plants per square foot far seeded areas. B. Post Planting Maintenance: Maintenance shall begi�n �mmediately after each portion oi grass area is planted. All planted areas vtrill be protected and maintained by watering, weeding, and replanting as necessary until receipt by Owner of Certificate of Occupancy oz as much langer as n�cessary to establish a uniform stand with complete cov�rage of the specified grass. Grass shall be mowed once a week by t�e Cantractor until final acceptance. All water equipment ' deemed necessary by the Cont�ractoz will be provided by the Contractor. Contractor will pay for � aIl vvater required for watering. 1.04 WARR.ANTY: � A. Grass shall be guararzteed by the Contractor for 30 days after tha date of substantzal completion £or the pro,��ct, or attain�ment of the required stand of grass, which ever is later. During this tizxae, the Contractor shall be responsible far aIl watering, weeding, mnwing, fertilizatian, other ' zxiaintenance as r�quired, and replanting, I.AWNS - HYDRO-M[ILCHING ' a2930-I At tlie end of the 30-day warranty period, the grass wzll be :re-inspected by #he Ovvner and any defective areas will be repaired or replaced by the Contractor. 2. The grass vaill be re-inspected in subsequent 30�day intervals as required until all de%ctive areas comply with subsection 3 A 1, D. All costs associated with the initia130- day warra�ty period and subsequent 30-day periods, if required, shall he the xespansibiIity of the Contractor. PART 2 - PRODUCTS 2.01 MATERIALS: A, Bermudagrass Seed: Grass seed shall be `Triang�e Blend' Bermudagrass ,Cynondon dactylon sp. and Cornmon Bermudagrass, Cyrzodon dactylon in locations as referenced an plans. The seed shall be harvested within 1 year prior to pIanting; free of �ohnsongrass, �eld bind weed, doddler seed, and free of other weed seed to the limits allowable under the Federal Seed Act and applicable seed Iaws. The seed shalZ n�t be a mixture. The seed shall be hulled, extra fancy g�rade, t�reated with fungicid�, and have a gernunation and purity that will praduce, after allowanc� for Federal Seed Act toleraz�ce, a pure live seed enntent of not less than 8S%, using tlie formula; purity % times {gernunation % times plus hard or sauz�d seed %). Seed shall be labeled az� accordance with U.S. Department of Agriculture nzles and regulatinns. B. Fertilizer: FertiIizer shalI be a ca�nnercial product, uni%rm in composition, free flowing, and suitable for application wit� appro�ed eqr�ipment. Fertilizer shal� be de�ivered to the site in fully Iabeled original containers, Fertilizer v�rhich has been exposed tfl high humidity and moisture, has become caked or otherwise damag�d maldng it unsuitable for use, vc+ill not be acceptable. 1. Initial Planting Application: Fertilizer �or the initial planting application shall be of az� organic base containing by vueight the follawing {or other approved) percentages af nutrients: 15-IO-S {N-P-K), also containing 1Q-IS°/n sulfate and traces of iron and zinc as required and appraved by the Owner, 2. Post Flanting Application: F'ertilizer fox t}ze past planting application will be a chenaical bas� fertilizer containing by wei.ght the follovving percentages of nutrients: 21-0-0 (N-P- K) ammonium suffate or the z�uitragen equivalent of 33-0-0 ammoniutn nitrate. C. Hyriro-Mulch: Provide Convved Hydro-Mnlch. All mulch wit] be rnanufactured frnm hardwoads anly and will b� refined specifically for 3awn hydro-znulch applications. D. Topsoil sha11 be as described in Section 02200, -� • LAWNS - HYDRO-MULCHING p293Q-2 PART 3 - EXECUTION 3.01 INSTALLATION A. SoiI Pxeparatian: Tillage: Tillage shall be accoznplished to loasen the soil, destroy existing vegetatinn, and prepare an acceptable seed bed, All areas sba�l be tilled with heavy duty disc ar chisel-type breaking plow, chisels set nat more than 10" agart, Initial tillage shall be done in a crassing pattern for double caverage, then folIowed by a disc l�arrow. Depth of tillage shall be 6". 2. Cleaning: All rocks and clods 3/4" in size ar larger shall he removed from the iine gradad area. Soil shall be further prepared by the removal of dehris, including building materials, rubbish, weeds, concrete chips and small pieces of wood, zegardless of size. 3, Fine Grading: After tillage and cleanin�, a11 areas to be planted shall b� leveled, fine graded, and drug with a weighted spike harrow or float drag. The reqe�ired result shall be the elirninatzan of ruts or depressions tk�at wauld cause water to stand or pond immediately after rainfall or operation of the la�wn irrigation s�stern, humps, and objecfionable soil ciods. This shall be the fmal soil preparation step to be completed �efore the commencement of fertilizing and plant�ng. B. Fertilizing; Inifiaal Planting Application: The specif ed fertiiizer shall he applied at the rate of 18 pounds per 1,000 square feet (800 pounds per acr�). a. Timing. The initial planti�g application of fertilizer shall be applied a$�r tlae soil preparation, but not more that� 2 days prior to grass planting. Fertilizer shall be appiied over soc� after planting, but nat more than 2 days later. 2, Post Planting Applicatian: Thirky days after planting, grass areas shall receive an applicatian a£21-0-D oz 33-0-0 fertilizer at the rate of9 pouz�ds pez 1,OQQ square feet (400 pounds per acre}, a. Timing: The Landscape Architect will determine if it is ioo late in the growing season for the post planting application. �n the event that it is, the application shall be made in the spring of the next year, or the cast of the application shalI b�came a credit due to the Owt�er. 3, Post Planting Maintenance: Areas without a uniform stand (complete coverage} shall receive suhsequent applications of fertilizer, as deseribed above, every 30 days until a uniforxn stand is achieved. C. Planting: Hydroseeding: Following soil preparation, Berm�dag�rass seed, fertilizer, �aaulch, and wa�er shall Y�e mixed together and applied to the planting area in the following quan�ities and rates using conventional "Hydro-Mulch" equipment as manufactured by the Bowie LAWNS - HYDRO-MULCHTNG 02930-3 Machine Works: � TTEM Grass Seed Fertilizer Watar Wood Fiber Mulch RATE PER ACRE 110 pounds 800 pounds As needed Minimum as needed tu achieve marking af seeded areas a. Timing: Under no cucumstances shall grassing aperations occur in planting periods ofher than the following; Apxil 15 to August 3Q of the year of project s�bstantial completion. If grassing operations cannot be accomplished during these periads the Gontractor shall establish an interi.m stand ofwinter rye grass, then rema�e the rye and provide specified grass during the next period in t1�� follawing year. Acceptazace of grass for the purpose of establishing the date of Sui�stantial Completion and subsequent r�e-inspection shall be �ased on the followang �nznimuzm requirements: 2 � Grass must indicata weed-free uniform, healthy, and vigorous girowth, devaid of discoloration and signs of dehydration. The grade shall be free of low or hollow places so that water shall not stand or pand during rains or irrigation operation. Grass shall be iirmly roated so that sectians cannot be removed. E. Protection; No hea�vy eq�ipment shall be moved over the planted lawn area unless the soil is again prepared, graded, leveled, and replanted. Protect all paving surfaces, curbs, urilities, plant znatexials, az�.d any other existing impro�ements from damage by heavy equipzx�ent. Any damages sha11 be repaired or replaced at no cost to the Owner, F, Erosion Cnntrol: Throughout the project and the maintenanoe period for grass, it is the Contractor's responsibility to maintain the topsozl in pIace at specified grades. Topsail and grass losses due ta erosion shall be replaced by the Cont�ractar until esta�lishment and acceptance is achieved. � G. Clean Up: Contractor shall remove excess material or debris brought onto the site or �nearthed as a result of hydra-mulching operations. �*� Eivn oF sECTroN �** LAWNS - HYDRO-MULCHING 02930-4 SECTTON 03�U0 — CONCRETE REINFORCEMENT PART 1- GENERAT, ' lAl RELATED DOCiJMENTS A. Provisions established witk�in the General and 5upplementary Conditions of the Contract, r Divisian 1- General Requirements, and th� Drawings are colle�tively applicable to this Section. � x.a� su�mr.�►.xY A. Section Includes: •� 1. Reinforcement with accessories far the cast -in-place concrete. 2. Reinfarcing steel bars, welded steel wire fabric and fibrous reznfaxcc,nent far cast-in- place concrefe. � , 3. Support chairs, holsters and spacers, for supparting reinforcement. � ' B. Related Sections: , 1. Section 02370 - Cast-in-Place Cancrete Piers 2. Section 03300 - Cast-in-Place Concrete 1.03 REFERENGES � A. Arnerican Concrete Institute (ACI): I. ACI 331 S- Building Cod� Requirements far Reinforced Concrete. �� B. American Society for Testing and Materials (ASTM}: 1. ASTM 1-1, 185 - Speci�cation for Steel WeIded Wire, Fabric, Plain, for Concrete � ' R�inforcement. .� 2. ASTM A 615 - Specification for Defarmed and Plain Billet-Steel Bars for [;oncrete Reinforcement. _ �, C. Concrete Reinforcing Steel Institute (CRSI): 1. CRSI Manual oi Standard Practice , latest edition. , 1.44 SUBMITTALS ' A. Shop Drawings: Submitin accordancewith Section O1b40 PRODi7CT OPTIONS. Drawings , sb.all shaw the si�e, length, form and position of bar reinforcing and accessories. • B. Certification: Subrnit a Ietter certifying that the reinfarcing hars comply with specified �� standard for grade. i.05 QUALITY ASSURANCE ' A. Siandard: Reinforcement shall meei the requirements of ACI 318. ICONCRETE RETNFORCEMENT ` ' 03200-1 1.06 DELIVERY AND STORAGE A. Stack reinforcing steel in tiers ar�d zx�arlc so that t;ach length, size, shape and location can be readily deterzn.zned. Exercise care to rnaintain reinforcement free o�' dirt, anud, paint or rust. B. Store materials and accessaries on dunnage az�.d under protective sheeting. PART 2 - PRODUCTS 2.01 MATERIALS A. Reinforcing Bars: ASTM A 615, Grade 60 deformed billet steel, B. Reinforcing Fabric: ASTM A 185, welded steel wire fabric in flat sheets. C. Tie W�re; 16 gauge arm.ealed steel wzre. D. Accessories: Anchors, dowcls, spacers, chairs, bnlsters and other devices for supporting and fastening reinforcement and normally considered as accessaries to the concrete work. 2.02 FABRICATION A. Fabricate reinforcin.g bars to canfarnx to the required shapes azxd dzz�u.ensions, with fabrication tolerances complying v►+ith the CRSI Manual. B. In case of fabricating errars, do nat straighten or re-bend reinforcement in a manner that will weaken ox injure the r�aaterial. PART 3 � EXECUTrON 3.01 INSTALLATION A. Placzng Steel: 1. P1ace reinforcement in accordance with CRSI " Placing Rainforeing Bars" and ACI 31$, with provisions af ACI 318 goveming, 2. Assemble reinforcing ste�i in the fflrms, wired and fastened securely. Bending shall be done cold. Bars with lcinks or bends not detaiied shall be rejected. 3. C1ean reinforcing steeI of loose rust, xmill scale, grease, dirt and other coatings which will reduce or destroy bond with the concrete. A thin film af tight rust wiIl not be nbjectionable. 4. Position, support and secure rein.foxcement to resist displaeement by form�vork, constructian and concrete placing operations. S. Locate and suppart reinforcement by metal chairs, runners, bolsters, spacers and hangers. 6. Place reinforcement to obtain minimum caverages for concr�te pro�ectiQn. 7. Arrange, space and securely tie bars and bar supports together with the specified #ie wire. C�NCRETE REINFORCEMENT 0320Q-2 8. Set wire ties sQ twisteti ends are directed away from expased concrete surfaces. 9. Suppartreinforcementandfastentogethertopreventdisplacementbycanstructionloads of placing concrete. 14. Over formwork, use metal or plastic baz� chairs and spacers to support reinforcement. 1 L Where concrete surface will be expos�d to weather in finished structure, use noncorrosive or corrosion protected accessories within 1/2" of concret� surface. 12. Where successive mats ofreinforcing fabric are cantinuaus, overlap welded wire fabric• � so that overlap measured be4ween avtermost cross wires of each fahric sheet is not less than spacing of cross wizes plus 2". 13. Bars having splices not shown on shop drawings �vill be subjact to rejections. 14. Do not bend reinforcement after being embedded in hardened concrete. 15. Do nof allow bars to be in contact with dissimilar materials. END OF SLCTION ,� , �� CQNCRETE REINFORC�MENT � 03200-3 �ECT�ON �33U0 — CAST-IN•�PLACE C4NCRETE PART ]. � G�NERAL 1.01 SCOPE OF WORK A. Concrete Paving B. Cancrete Foundatians and Footings 1.02 QUALITY ASSUR.ANCE A. Reference Specifications: The wark w�,der tlaas division af the Specifications shall conform generally to the requirements oF Item 314 -"Concrete Pavez�zent", Item 40& -"Concrete for Structures", and Item 410 —"Concrete Struciures", and "Concrete Drilled Piers" of the City of Fort Worth's "Standard Specifications for Street and Storm Drain Construction", except as otherwise specified. Delete Measurernent a�d.Payment. B. Related Sections: 1. Section 03200 - Concrete Reinforcement PART Z - MATER�ALS 2.01 FORMS A. Fozms shall be of ample strength, adequately braced, joined neatly az�d tightly and set exacfly to established line and grade. 2.Q2 REINFORCING MATERIALS A. Reinforcing Bars: Reinforcing bars shall be round deformed bazs m.eetimg the xequirements of the current standard Specif ca�ions for Intermediate Grade BiZlet SteeI Cancrete Reinforcing Bars of the A.S.T.M. Deszgnation A-61S. Reinforcing bars at the time th� concrete is placed shall be free from rust, scale or other coatings that will dest�ay or reduce the bond. Gen.eral reinfarci�zig bars shall be number three bars spaced eighteen inches ( I8") on center in waZks and twelve inches (12") in slabs as shown on Plans. 2.03 CONCRETE MATERIALS A. Cement: Portland �ement shall meet the requirements of A.S.T.M. Specifications Designatinn C-15D and sha11 be Type 1. B. Aggregates: Concrete aggregates sball consist af gravel or crtished stone and shall be free from any excess amount of salt, alkali, vegetative matter or oth�r objectionable mate�ials. The aggregate shall be well graded from fine to course and t�e maximuzxi size shall be one inch {1"). Fine ag�regate s1aa11 eansist of sand and it shall be clean, hard, durable and free of lumps. C. Water: Water used in mixing concrete shall be clean and free from deleteriaus amonnts of acids, alkal�es, vegetative matter or organic material. The concrete sha11 be mixed in an CAST-IN-PLACE CONCRETE Q3304-1 approved batch �nn.zxer. The mixing time shall not be less than one (1) minute after alI the batch matexials are zn the mixer, Cement content shall be not less �an five {5} sacks per cubic yard of concrete and shall have a rr�inimum 2$ day compressive strength of 3,000 psi. D. Mixing: Transit r�ixed concrete shall meet a11 the requirements for concrete as specified above. Sufficient traz�sit znix equipment sha11 be assigned exclusively to the project as required far continuaus pours at regular intervals without stopping or interrupting, Concreie shall not be placed on the j ob after a period of one and ane-half hours (1-1/2) af�er the cement has been placed in the mixer. 2.0�4 RELATED MAT�RIAL A. Expansion Joint Fi11er: Expazasion j oint material shall 6e one inch (1 ") clear l�eart redwood with cap as shown on the plans B, Dowels: Dovvels for expansion }oints shall be number five smooth round steel bars with expansion tubes as shown on Plans. Dawels shall be placed eighteen inc�es (1$") on cenier or as shown on Plans. C. Curizzg Campound: The membranous curing compound shall comply with the requirernents aiA.S.T.M., Designation C-309, Type 2, white pigm.ented. D, PVC Sleeves: The Contxactor shall furnish and instaIl four inch (4") class 200 PVC pipe sleeves under concrete walk as shown on plans and details. 2.fl5 CONCRETE MIX DESIGN AND CONTROL A. Mix Design; The concrete shall contain not less than five (5} sacks af cement per cubic yard. Total wa#er sha11 not exceed seven (7) gallans per sack of cem.ent. The mix shall be uniform and workable, Tne atnount a� course aggregate (dry-loose �olutne) shall not be rnore #hau eighiy-five (85%� percent per cubic yard of concrete. The net amount of water will be the amount added at the mixer plus the free wa�er in the aggregate or minus the amount of water needed to compensate for absorptian hy the aggregates. Free water or absorption deternunatioz�s will be based an the condition of the aggr�gates at the time used. The absorption test will be ba�ed on a thirty (30) minnt� absorption period. No water allowance will be made for evaporation after batching. B. 51ump: When gauged by tbe standard slump test, the settlement of the cancrete shall not be less than one and one-half (1-1/2") inches nor more than five {5"} iz�ches, C. Quality: The cancrete shall be designed for a zxunimum compressive streng� af three thousand {3,000} pouz�.ds per square inch at the age of #weniy-eig�t (28) days. D. Control�Submitfal: Within a periad of not less than (10) days priar ta the start of concrete operations, the Contractor shall submit ta the Engineer a design af the concrete mix proposed CAST-IN-PLACE CONCR�TE 0330D-2 to be used together with samples of all materials to be ivacarporated into the mix and a full description of th� saurce af supply ofeach znaterial co�nponent. The design af the concrete mix shall cnnform with the provisions at�d limitation requirennents of t�zese specifications. All material sampl�s submitted to the Engineer sha1S be sufficiently large to permit laboratory batc�ir�g for the constrc�ctian of test b�ams to ch�ck the adequacy of the design. When the design mix has been approved by t�e Engineer, there shall be no change or deviation from the proportions t��reof or sources of suppiy except as hereinafter provided. No concrete may be piaced an the j ob site until the mix design has been approt�ed by the Engineer in writing to the Contractor. PART 3 - EXECUTION 3.Q1 REINFORGING ;� Meta] reinforcing shall ba accurately placed �in, accardance with the Plans and sJhall be adequately ' secured in position by concrete, meta�, ar plastic chairs and spacers. Bar splices shall overlap at least twelve inches (12"). The re-bars shall be hent cold. 3.02 JOINTS A. Expansion 7oints: Expansion j oint materials shall be install�d perpendicular to the surface, Tha bottom edge of the ma.terial shall extend to or slightly below the bottom edge afthe s3ab '' and the top edge shall be held appraximately ane-half inch {%a") below the surface of the slab. The edge of joints shall be tooled with an edging taal having a one-fourth inch ('/a") radius. B. Contraction Joints: Connaction j oints shall be one-fourih (114") r�+ide by three-fourths inch (314"} deep, taoled j oints placed on six foot (fi') centers, unless atherwise indicated. ' Contraction joiz�.ts will not be required to be seaIed. 5awed joints may be allowed only if specifrcally approved by the Engineer, 3oints wiIl be sawed as soon as sawi�ng cau be performed withot�t stripping aggregate fro�nn the concrete, generally wifhin i�+elve (12) to • twenty-four (24) hours after pZacement, and they shall be completed before uncontrolled cracking of the pavement takes place. ., C. Constnicrion Joints: Gonstruction joiz�ts shall be installed in all concrete work at the locations �hown on the Plans. Construction joints farmed at the ciose of each day's vvork � shali l�e located at any o#' the cor�trol joints designated on the Plans. 7aznts may be ;_, constructed by use of waod or preformed metal bulkheads set tnze to the section of the finished concrete and cleaned and oiled. Surplus concre#e on the subgrade shall be removed ' ' before resuming �oncretin� operations. 3.03 PLACING CONCRETE Placement of Conczete: The concrete shall be rapidly deposited an the sub�ade immediately after �� mixing is completed. Subgrade and forms shall be dampenad prior to placefnent af the concrete. � The concrete shall be transported, placed ausi spread in such a manner as to prevent seg�regation af the aggregate ar an excess amount of water and �ne materials to be broughf to the surface. No �- � cc�ncrete sha11 be placed when the air temperature is less than forty degrees Fahrenheit (4D° F} nor CAST-IN-PLACE CONCRETE + ' 0334Q-3 when the temperature of the concrete is eighty-five degrees Fahrenheit (SS° F) or higher, wi#haut approval of Consiruction Inspec#or. �lacement shall be cazried on at such a rate that the concrete is at all times plastic and flows readily into the space between the baxs. I�Io concrete that has parfially hardened or that has been contamin�ted by foreign material sha11 be depasited in the wark nor shall retempered concrete be used. Each section of pavement between expansion and constructi.on joints shall be placed nnonalithically, All concrete shalI be thoroughly compacted by suitable aneans during the aperation of placing and sbaIl be thoroughly worked around reinforcement and embedded fixtures and into the corner� af the fornns. Special care shali be taken to prevent voids and honeyca�nbing. Tk�e concrete shall then be struck off and bull-floated to the grade showz� on the P1ans before bleed water laas an opportunity t� cnllect on the su�rface. 3.04 FIN�SHING Fiaaiskung Concrete; All concreCe shall be finished by experienced, qualified concrete finishers. All concrete shall have a neat, rounded edge, Edging and joizating (radius described on Plans} sha11 be accomplish�dwiih care so as not to leave deep impressions in the concrete surfa�e adjacent to edges and joints. After the concrete has been floated and has set sufficiently to support th� weight of cement finishers, a smooth steel trowel will be used to praduce hard surface. The entire surface will then be brushed vt+i#h a stiff bristle broam to praduce a uni#'o�n textured i2nish. AlI edges and sides of concrete exposed to view shall be free af warp and ble�nishes with a uniform texfure and smoathness as described in P1ans. 3.05 CUR7NG Curing Compound: �ediately after the fu�ishing operations, the cancrete shall be comp�etely covered with a curing cornpound. The concrete surface shalI be kept moist between finishing operatians and the application of the curing compound. The curing coxnpound shaI1 be applied under pressure by means of a spray nozzle at a rate not to exceed two hundred square fe�t (200 �q. �t.) per gallon. A miniznum of seventy-two hours {72} curing time wilI be required, END OF SECTiON CAST-IN-PLACE CONCRETE 03300-4 SECTION Oi9�0 � CAULKIN� AND SEALANTS PART I � GENERA.L 1.01 DEFINITIONS: '; 4 A. The term "sealant" ar "sealing" shall refer to exterior joa�ts expased to weather az interior joints exposed to moisture. �Vlaen "sealant" is used in an outside j oint in aluminum or steel �- framas, �"sealant" shall be required an the inside joint also. B. The term "caulk" or'caulking' {calking} sha13 refer to interior joints not nnrmaIly e�posed to weather or rnoistu�re conditions. 1.02 SUBMITTAL: A. Submit to Owner's representative xnanufacturex's literature, specificatian data, and. color chart far all matarials proposed for this praject. B. Identify their use and location. 1.03 GUARANTEE: Th.e Contractar shall provide the inspector a manufacturer's writ�en guarantee on all joint sealing materials. The manufacturer shall agree ta provide any replacement material free of charge to the City. A�so, the Contraetnr shall provide the Engineer a rvritten war�ranty on all sealed joints. The Contractor shall agree �o ceplace any failed joints at na cost ta the Cify. Both warranties shaIl be for one year after final acceptance of the completed work by the Engineer, PART �-PRODUCTS 2.01 SEALANTS: As manufactured by Pecora or approved equal. A. Concrete-to-Concrete (Horizontal Joint): NR 201 with primer. �, B. Masonry-to-Masonry or Concrete-to-Concrete (Vertical): Dynatrol II , 2.Q2 PRIMERS: Type as manufactured by manufacturer of sealing ar caulking material and completely compatib3e with compound. �, 2.03 JDINT BACKING: Rods or tape in sizes and types as recommended by manufacturer of sealing or caulking naaterial, and compleiely compatibl� with compound. � PART 3 � EXECUTION 3.01 GENER.AL: � A. Work shall be p�rformed by experienced mechanics skilled in execution of type of work required and 'zn application of specified materiaIs. ' B. Deliver materials to job site in ariginaI containers with manufacturer's name and brand , clearly marked therean. CAULKING AND S�ALANTS 07920-1 C. When perimetex joints around frames that are to be caulked do not have b�ilt-in stops or othermeans ta prevent depth of compound from exceeding 1/2 inch, pack joint with back- up materials of correct fype and to the depth as necessary ta pravide minimum 3/S" and maximum 112" depth of compound. D. Materials and znethods �ha11 be as speciFied herein, unless they are con�ary to appro�ved manufacturer's directions or ta approved trade pxactice; ar unjess Conixactar believes they will not produee a watertight j ob which he will guarantee as required. Where any part of these conditions occur, Cantractor sha11 no�fify ArcIutect in writing. Deviation firozn procedure specified will be permztted only upon Architect's approval and providing that work is guaranteed by Cant�actar as specified. E, If, prior to beginning work, Contractor does not natify Architect in writing af any pzaposed changes, it will be assumed that he agrees that materials and methods specified wi11 produce results desixed, azzd tk�at he will furnisb required guarantee. 3.42 PREPARATORY WORK: A. Where weather molds, staff beads, etc., do not form integral part of frames to be cauliced, but are removable, remo�e same griar to caulking, execute caulking, replace molds, etc., and point. B, Cleau all joints, etc., that are to be caulked or sealed, prior �o executing vvork. 3A3 PRIMING: Whencanditionsofjaintssorequire,arwhentypesofmaterialsusedadjacenttojoints so require, or when compaundmatxufacturer's recamrnendations so require, clean and prirne joints before starting caulking. Execute priming operations in strict accordance with manufacturer's directions. 3,04 JOINT BACKING: Joint backing shall b� installed in all jaints to receive sealants. Backing shall be sized to require 2Q% ta 50% campression upan insertian, and shall be plaCed so that sealaz�t depth is approximately 112 joint width. In joints not of suf�cient dep� �o allow backing, install bond breaking tape at back of jaint. 3.05 APPLICATION: App�y sealant and cauiking material under pressure to fill joint completely, allowing no air pockets or voids. Toal the joint surface to compress the compound into the joint. 3.06 THRESHOLDS : Plaee all exteriar doar threshalds in a fill bed of sealant during setting procedures, 3.07 CLEANING: Clean adjacent surfaces free of cauiking and seaIant and clean alI work of athex trades �hat bas in any way been soiled by these operatians. Finished wark sha11 be left zn a neat and elean condition. END OF SECTION CAULKING AND SEALANTS 07920-2 SECTION p49Q0 - PAINTING PART 1 � GENERA.L 1.01 RELATED DOCUML�NTS A. Provisions established witlun the Generaj and Supplementary Conditions of the Cantract, Division 1- General Requirements, and the drawings are collectively app�icable to this Sectian. 1.02 SUMMARY A. Sec�ian Includes: On-the-joh painting and finishing. •� 1. Inc]uded: Paint and finish tha foliawing materials, fttings and equipment items whic� are exposed tv view inside and outside. a. Iron, steel and galvaruzed metal associated with existing goals. b. Bare and insulation covered piping and d�ctwork, canduit, hangers, and primed metal surfaces and faetary-finis�ed st�rfaces of inechanical and eiectrical equipment. 2. Not included; No painting is required on the following: a. Factory-finished light fixtures. b. Architectural a�uminum and stainless stet�l. c. Factory-fin.ished picnuc tables, benches, and botlards. d. Factory�finished shelter components. 1.Q3 REFERENCES A. Ameriean Society f�r Testing and Materials (ASTII�: 1. ASTM D16 - Defnitions oi Terms Relating to Paint, Varnish, Lacquer and , Related Products. B. NACE (Nationai Association af Corrosion Engivaeers} - Indusfrial Maintenance P�nting. C. NPCA (National Paint and Gaatings Association) Guide to U.S. Gover�.ent �aint ` �pecifications. D. PDCA (Paint�ng and Decorating Contractors of America) - Painting - Archifiectural Specifications Man�al. ' , E. S�PC (Steel Structures Painting Counczl) - Steel Structures Painting Manual. 1.�4 SUBMITTALS A, Samples: Submit in accordance with SECTION 013�40 - SHOP DRAWINGS, PRODUCT PAIN�ING 09900-1 � . s DATA AND SA1I�LES. Submit two 8'/z° x 11" saznples of each paint color scheduled on the colar schedule prepared by the Landscape Architect. Samples shall be on hea�y cardboard and s�aaIl be madc wiih the ac�ual mixed paints to be used an the proj ect. Paint color shaIi be rvhite. B. Paint Schcdule: If painting znaterials ather than those speci%ed are proposed for use, svbmit a complete schedule of the materiais to be substituted. This schedule, in triglicate, sball be in the saxt�e form as the paint schedule iur�cluded in tlus section, and sk�all list materials by manufacturer, brand name and type for each surface to be fini�shed. C. Clase-aut Schedule: Upon completion ofvtirork, fumish a full schedule of paint types and colors actually used and formulas far each fo t�e Owner. 1.OS QUALITY ASSURANCE A. Product Manufacturer: Company speczalizing in manufacturing quali#y paint and finish products with 3 years experience. B. Applicator: Cox�apany sp�cializing in commer�ial painting and finishing rvith 2 years experience, C. Product Labels: Include manufacturer's namc, type of paint, stocknumber, colar and label analysis on Iabel of containers. D. Single Source Responsibility: Provide primers and other undercaat paint produced by same rr�anufacturer as final coats. Use only �hi.nners approved by paint manvfacturer, and use only within recommended limits. E. Do not paint vver code-xequired labels, such as Underwriters' Laboratories and Factory Mutual, or equipment identification, perfa�atice rating, name, or nomenclaiure plates. 1.06 DELIVERY, STORAGE AND ��ANDLING A. Delivery: Deliver znaterials in original containers wi�. seals unbroken and Iabels intact. B. Storage: Contractor shall designate a specific space at the pr�ject siie for storing and mixing materials. Protect t}us space and repair all damage resulting from use. Do not staze kerasene nor gasoline in thrs spaca, Remo�e Qily rags at the end af each day's vtrark. 1.�7 PRO7ECT CONDITIONS A. Provide pratection to maintain surface and ambient temperatures per manufacturer's recommendations before, durin� and 48 hours aft�r application of finishes, unless required otherwise by ananufacturer's instructions. B, Do not apply paint in snow, rain, fog, ar mist; or when the relative humidity exceeds 85 %; or to damg or wet surfaces, unIess otherwise permitted by the paint manufacturer's printed instructions, Painting rnay be cantinued during incFement weather only if the areas and PAINTING 0994Q-2 surfaces to be paint�d are cnclosed and heated within the temperature �irnits specified during application and drying periads of 24 �aUrs betweez� coats and 72 haurs after �nal coat. C. Protection: Provide suff cient drop claths to fully protect adjacent finished work. 1.08 PRECAUTIONS A. Paints, oils, thinners and oth�r flammahie items shall be stared in appcaved containars when not in actual use during the pain#ing job. The fize hazaz�d shall be kept at a ininimuzn. � B. Take precautions to protect th� public and construction workers during th� progress of fhe work. C. Furnish a temporary fire extinguisher of suitable chemicals arad capacity, lacated near flammable materials. � 1 A9 MAINTENANCE A. Extra Material�: Upon corzipletion of the work, deliver to �wzaex 2 gallans of each type and color of paint applied to interior and exterior surfaces. Prvvide formula for custom I��tC� COIOTS. PART2�PRODUCTS 2.01 ACCEPTABLE MANUFACTURES i, A. Pro�ide paix�t as mauufactured by the followiu�g: Coranado Paint Company or approved equal. i � B. Materials described are based Qn the specifications ofthe above listed rrzanufact�zrers, and are given to designate the quality of materials required. Materials of best quality grade are �, zepresentative of the standard of quality required. Ma�erials nat displaying manu£acturers's identification as a first line, best-grade product wili not be acceptable. ;, C. Colars: The Landscape Architect will prepare a color scbedule. Regardless of whzch brand of paint is sel�cted for nse, the Contractor shail intermix and blend as required to � obtain an exact match to each color on the color schedvle. , PAINTING ' 09900-3 PART3�EXECUTION 3.OI EXAMINATION A. Verify that surfaces and substrate canditions are ready to receive work as instructed by tlxe proc�uct manufacturer. B. Examine surfaces scheduied to 6e finished priar to carnmencement oF work, Report to Landscape Architect any condition that xnay potentially affect proper application. C. Measure moisture cantent af surfaces using an electronic moisiure meter, Do not apply finishes unless nnaisture cantent of sur£aces are below the recomznended znaximums. D. Test shop-applied primers for compatibility with subsequent cover materials. E, Beg�iz�z�.iz�.g of in�tallation zxieans acceptance of existing surfaces and substrate. 3,02 PREPARATION A. Perform prepazation and cleaning procedures izx accardance with coaiing manuiacturer's instructions for each substrate condition. B, Wash galvanized rzietal surfaces with mineral spirits to remove residual grease and oil, C. Fili open joints, cracks and crevices on steel buck frar�aes with metal putty and sand smooth before painting. D. Rezz�ove �ardware az�.d accessaries, plates, lighting fixtures and similar items which are not to be finish-painted ar }�rovide adequate surface-appIied protection for these items in place, E. Uncoated steel and iron surfaces: Remove grease, scale, dirt and rust. �here heavy coatings of scale are evident, remove by wire brushing or sandblasting; clean by vvashing with solvent. Apply a treatment of phosphoric acid solution, ensuring weld joints, bolts and nuts are similarly cleaned. Spot prime paint a#�er repairs. �. Shop primed steel snrfaces: Sa�nd and scrape to remove loose primer and rust. Feather edges to make touch-up patches inconspicuous. Clean surfaces with salvent. Prime bare steel suxfaces. 3,03 APPLICATION A. Workmanship shall be of the highest qnality, Mix and use paint materials in accord wit� #he rr�anufacturer's direetions. Spread materials evenly, flow smoathly and brush out without sags or runs, B. Provide �inish coats whicb. are connpatible with primer paints used. Providc barrier coats over incom;patible primers vvhere required. P.AINTIl*iG 099Q0-4 C. When underctiats, stains or other conditions show through final paint coat, apply additional coats until paint �i�m is of uta�iform color and sh�en. D, Beiween coats, sand erzam,el and lacquer finish on wood and metal surfaces to produce a smooth, even fiinish. LTse #220 grit sandpaper or finer. E. Tint prinniu�g coats an.d undercoats to approximate shade of final noat to assure uniformity af color in the finish. Touch up suction spots and "hot spots" befoze applying the Iast coat to produce an even result in the finash coat. F. ExpQsed piping and conduit in fznished, visihle areas shall be painted the same calor as the suxface against which it is installed, unless otherwise noted. G. Do nvt paint over code-required labels such as Undexwriter's Laborataries and Factory Mutua�, or equipment identificatian, performance rating, name or nornenclature plates. 3.04 TOUCH UP AND CLEAN A. Touching Up: 4n completzon, ca�refully touch up all marred and damaged spots and work ovar all surfaces that have been repaired by ather trades. B. Cl�aning: Remove spill�d, splashed and splaitered paint from all surfaces. Do not mar surface finish of item being cleaned. C. Reinstall the iterns removed under the provisions of paragraph above. 3.05 V.O.G (VOLATILE ORGANiC C4MPOUND) COMPLIANCE Products listed in fallovving s�hedule and/or substitutes pr�posed for use by Contraetar must be formulated to meet aIl applicable ordinances and regulations regarding maximum V.O.C. content. Utilize products which have �een sgecially formulated to meet such requirements. 3.06 RE-PAINTING A. Locatians and Extent: The re-painting of eacisting surfaces shall be as follows: 1. Painted surfaces which have been reworked, cut into or patched, whether specifically designated on the drawings or not. B. Golors: Match existing colors of corresponding surfaces except �vhere new colors are scheduled. G. Preparation: 1. Clean suriaces ta remove dusf and dirt. Remove oil, grease, wax and ather coniaminants which wauld inhibit paint bond. 2. Remove rust and loase and flaking paint by scraping and sanding. PATNTING 09900-5 3. Sand hard glossy painted suz-faces to be painted, until dull or treat �vith surface conditioner ta promote adhesion of new coat oipaint. 4. Pzz�ne bare areas with suitahle primer in conformance with the paint schedule for new work. D. Yainting: Generally, apply ane coat of finish paint over ald and ne� surfaces, using th� sanne �aterials scheduled in tl�e paint schedule far like new suriae�s. 3.07 PAINT SCHEDiJLE A. The products lis#ed belaw represen# top af the line products of each manufacturer. T'I1�5E products are not presented as being equi�alent, as there are too rnany variahles to maich each product across the board. Manufacturer's designation is: CC Coronada Paint Company B. Exteri4r Metal 1. Fipe guardrails, post and cable systema, pipe gat�s, sheetpiiings, and other exposed iron and sieel. 1 primer coat Coronado Industrial Polyamide Epaxy Pruner 2 finzsh coats Coronado Tndustrial Supert�ane Component System END OF SECTION PAINTIIwTG 09900-6 BIDDER'S STATEli�ENT OF QUAL�FICATIONS Firm Name: Date Organi,zed: ❑PARTNERSHIP ❑CORPOR.ATrON Addr�ss: City: State: Zip: Tel�phone Nurnber: Fax Number: Number of years in business under present name: Former name{s) of or�anization: _ __ CLASSIFICATION: ❑ General ❑ Building ❑ Electrical ❑ P�umbing ❑ HVAC ❑ Utilities ❑ Earthwork ❑ Paving ❑ Other 1. LIST OF SIlViILAR C�MPLETED PROJECTS: AMOUNT OF TYPE OF DATE NAli�IE and TELEPHONE NUMBER CONTRACT WQRK COIVIPLETED OF OWNER 2. LIST OF SIMILA.R PROJECT UNDER CONSTRUCTION OR UNDER CONTRACT: .AMOUNT OF TYPE OF DATE NAME and TELEPHONE CONTRACT WORK COIVIPLETED NL]MBER OF OWNER BIDDER'S STATEMENT OF QLIALIFICATIONS -I- 3. LTST SURETY BONDS IN FORCE 4N ABOVE INCOMPLETE WORK {LIST 2): DATE OF TYPE OF AMOUi�TT OF NAME and TELEPHONE CONTRACT BOND BOND NUIMSER OF SURETY 1 4. LIST CONSTRUCTION SUPERINTENDENT'S NAME AND CONSTRUCTIOEXPERTENCE. �� BIDDER'S STATEMENT DF QUALIFICATIONS -2- `� �� - -- - - - - --- � � THE STATE OF TEXAS C4UNTY OF TARRAN'T' PERFORMANCE BQND § § § Bond # 553208 KNOW ALL BY THESE PRESENTS: iku�ed Sfia� �'hat we, (1) QC C�rtpx Consi�tion C�1Y, �, as Principal herein, and (2) Fid�litv an� C•�aranty ��, a corporation organized under the laws of the State of (3) �ryland , and who is authorized to issue surety bonds in th� State of Texas, Surety herein, are held and %rmly bound unto tt�e City of Fort Worth, a municipal corporatian iocated xn Tarrant and Denton Counties, Texas, Obligee herein, in the sum of ONE H[]NDRED TWENTY-EIGHT THOLtSAND SEVEN HUNDRED FI�'TY-THREE AND 9'7/100 ........................ Dollars ($128,i53.9i) for the payment of which sum we bind oursel'ves, our heirs, executors, administrators, successors and assi�ns, jaintly and severally, frmly by tt�ese presents. WHEREAS, Principal has er�tered into a certain writte� contrac[ with the ObIigee dated the 215� day of ann r, 2003, a copy of which is attached hereto and made a part hereof fox all purposes, for the construction af ATHLETIC FIELD IMPROVEMENTS AT HALLMARK PARK N4W, THEREFORE, the condition af this abligation is such, if the said Principal shaIl faithfuily perfarm the wark in accordance with the plans, speci�catians, a�d contr��t documents and shall fully indemnify and hold harmless the Obli�ee from all costs and damages which Obligee may s�ifer by reason of Principal's default, and reimburse and regay Obliaee for all outlay and expense that ObG�ee may incur in making good such default, ti�en this obligation shall be vaid; otherwise, ta remain in ful! %rce and effect. PROVIDED, HOWEVER, that this bond is executed Qursuant to Chapter 2253 of the Texas Gavernment Code, as amended, and all liabilities an this bond shall be deterrnined i❑ accardance with the provisions of such statute, to the same extent as if it were copied at length herein. TN WTTNESS WHEREOF, the duly avthorized representatives of the Principai and the Surety have executed this inst�ument. THE STATE aF TEXAS CDUNTY OF TARRANT PAYMENT BOND § § � Bond # 553208 KNOW ALL BY THESE PRESENTS: Lk�i..ta3. States That we, (1} � ��' ��dn ��Y> � , as Principal herein, and (2) �'��tY � �'�tY �}Y, a corporation organized and existing undar the laws �f the State of (3) Maryland , as surety, are he�d and �rmly bound �ato the City of Fort Worth, a municipal carporation located in Tarrant and Denton Counties, Texas, Oblig�e herezn, in the arr►ount of ONE HUNDAED TWENTY-EIGHT THOUSANb SEVEN Hi7NDRED, FI�TY-THREE AND 9i/100 ........................... Dollars ($128,'753.97) for the payment whereof, the said Principal and Surety bind themselves and their heirs, executars, adnninistrators, successors and assigas,,�ointly and se�erally, f�rmly by these presents: ' WHEREAS, the Principal has entered into a certain wz�tten contract with the 061igee dated the 215� day of anuar , 2003, which cantract is hereby referred to and made a part hereof as if fully and to the same extent as ii copied at length, for the following praject: ATHLETIC FIELD IMPROVEMENTS AT HALLMARK PARK NOW, THEREFORE, THE CONDITION O� THTS OBLIGATION �S SUCH, that if the said Principal shall faithf�lly make payment to each and every claimant (as defined in Chapter 2253, Texas Go�ernment Caae, as amended) s�pplying labor or materials in the prosecution oi the work under khe contraet, then this obligation shall be �oid; otherwise, to remain in f�Il force and effect. PROVIDED, HOWEVE�, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this 6ond shall be determined in accordance with the provisions of said statute, to the same extenk as if it were copied at length herein. � NiAfNT'�NANC� �OND �iond # SS3208 THE STATE OF TEXAS § § COUNTY OF TARRANT § KNOW ALL BY TH�SE PRESENTS: �� , Ti�at _ _� � �s�-r-�► �Y, � ("Coniractor"), as principal, and k�.c3�litv �d. Q�ty _ �mAa�Y , a corporation organized under the laws of the State af Maryland ,("Suret�'j, do . hereby ac�cnowledg� themselves to be held and bound to pay unta tY�e City of �'ort Worth, a Municipa! Carporation chartered by virtue of Constitution and laws of th� State ot Texas, ("City") in Tarrant County, Texas, �he sum of ON� WUNDR�� iWFNl°Y-�ICHi THDUSAND S�VEN HUNDR€D FI�Y- iFDRE� �11�D 9I/f00.. ....... . ................._... .. . ................ Dollars ($128.�53.97), lawf�l money ofi the United States, far payment vf which sum we11 a�d truly be made unto said City and its successors, said Contractor and Starety do hereby bind themselves, their heirs, executors, adr�inistrators, assigns and successars, jaintfy and severally. � This obligation is conditioned, however, thai: ' WHEREAS, said Co�tractor has this day entered ir�to a written Con#ract with the City of Fort Wo�th, dated i�e 21ST of Januarv, 2003, a copy of which is hereto attached and made a part hereof, for the performance of the followir�� described public improvements: ATHLFcTIC �IFcLD 1MPROVEiVYENiS �►T HALLMARF� PARK the sam� baing referred to herein anc� in said contract as the Work and being designated as project number(s) C18'9-QSU18i0430'10/Ct88dQ8018880fl100 and said contract, including all of tt�e k specifications, cor�ditions, addenda, change orders ancE written instruments referred to therein as Contract Documents being incor}�orated herein and being made a part hereof; and, WHEREAS, in said Ccantract, Contractor �inds itself to use such materials and ta so construct the work that it will remain in good repair and condition for and during a period of after the date of the final accep�ance of tt�e work by the City; and WHEREAS, said Contractar binds itself to maintain said work in goad repair and condition for said term of two {2} �ears ; an� WHEREAS, said Cantractar binds itseif ta repair or reconstruct the Work in whol� or in part at any time within said periad, if in the opinion of the Director af the Ciiy af Fort Worth Department of Engineering, it be necessary; and, WHEREAS, said Contractor binds itself, upon recei�ing notice o# tf�e need therefore io repair or reconstruct said Work as herein provided. NOW THEREFORE, if said Contractar shall keep and perform i#s said agreement to maintain, repair or recanstruci said Worfc in accordance witi� all the terms and conditions of said Cantract, these presents shall be nulf and vo�d, and have no farce or effect. Otherwise, this Bond shall be a�d remain in full force ar�d effect, and the City shall have and recove� fram Contractor ancf Surety damages in the premises as prescribed by said Contract. This obliga#ion shall be a continuing �ne and successive recoveries.may be had herean far successive breaches untiE the full amount hereof is exhausied. IN WITNESS WHEREOF, this instruanent is executed in 6 counterparts, each oi which shaTl be deemed an original, this 21s� day of Jan�ar�, A.b. 2003. ATT�ST: (SEAL) Secretary GC Garter Construction Com�any, LLC Contractor B : � �.n� y ,� G Name: �" � v� �f -�c � ct L' c� r�-�� Title: �v��s i c� ��i �f ATTEST: (S E A L} ��C�,� ��1 � 5ecretary Uni�ed �tates Fidel.ity and Guaranty Company Surety �y: �a�� ,� Name: Staci, Grass Tiile: Attoxney�in�Fact 8144 Wa7.nu� Hzll Lane, Sui�a 440 I]allas, TX 75231 Address �f � — - eS�� POWER OFATTORNEY Seaboard Sarety Coinpany St. Paul Fire and Marine Insurance Camgany St. Paul Guardian Insurance Company St. Paul Mercury Insurancc Company Unifed States H'idelity and Guaranfy Company YSdelity and Guaranty Insurance Company Ftidelity and Guaranty Insnrnnce Underwri#ers, Inc. Power of Attorney No. 2�290 Certii'icate IYo. �600�06 KNOW ALL MEN BY THESE PRESL�'N'I'S: 'Chat Seabaard Surety Company is a corporation duly arganized under the laws of the State of New York, and that 5t. Paul Fire and IVfarirne Insw'anne Company, 5t. Paal Guardian Insurance Cvmpany and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the State of IVlinnesota, and that ilneted States Fidelity and Guaran[y Company is a corporation duly organized under the laws of the State oF Maryland, and that Fidelity and Crnaranry Insurance Carnpany is a corporation duiy organized under the laws pf the State of Towa, and fhat Fideliry and Guaranty Insur�nce YJnderwriters, lnc. is a carppration duly oeganizad under the taws af the 5tate of Wisconsin (herein eotlectively called [he "Cornpanies'), and that the Companies da hereby make, constitute and appoint Donal Boley, Steve Deal and Staci Gross ��of the City of �iC��2 �3ll5 , State TEXdS , their true and lawful Attorney(s)-in-Fact, I :,' each in their separate capacity if more than one is named above, to sign its name as s�rety to, and to execute, seal and ac[cnowledge any and all 6onds, undertakings, contracts aiid other written instruments in the natnre tkeregf on behalf of Eha Companies in Eheir business oi guaranteeing the fidelity of persons, guaranteeing the �� performance of coiuracts and execnting or guaranteeing bonds and undertakings renwred or p�rrr�rtted in �nv actions or proceedings allowed by ]aw ,_ IIY WITNESS WHEREOF, the Companies have caused this instrument tr� �e s��,r.�i r�i�+ �ea!�;i il��,; 6� day of December 2p�2 `� 5eaboard Surety Company �;nited 5tates Tidelity and Guaranty Company � S� Paul Flre and Marine Insurahcc C'ompanv Cidei�ty and Guaranty lnsnrance Company St. Paui Guardian Tnsuranee {'umpan.y Fidelity and Guai•anty Insurance ilnderwriters, Inc. St. Paul 11'dercury Insurance C'�u: na�r�� 1 � � ^a�ylE�, i1A 6 � ��T�..fp,SVA .ri 1N4b9qy �yy1Y� � � �_.I � q }a��4 � * l��P...p�� Z¢�A4�R4+�Sn} ^F� � �� Zg27 i! '� i 888L $ �� '�977 PETE� W. Ct�RMAN, Vice President �� Se�L��,o 3;;� .� �i ,�Q ��$ �951 3 N�F' �s�F� m '� 13.'AN�a }a•..� �.. 4�S? S�'� ��!` `� � �^•.......�'� � MN � � ` i ll , � �'� 5tate of Marylaud City of Saltimare THOMAS E. HUIBREGT5E, Assistant Secretary � I� On this fi� day of Dec,e�i7ET , ��2 , before me, the undersigned officer, peisonally appeared Peter W. Carman and Thomas E. Huihregtse, virho �cknowledged themselves tn be flie Vice President and Assistant 5ecretary, respectively, nf 5eaboard Surety Company, St. Paul Fn�e and Marine Insurancc Company, St. Paul Guardian Insurance Company, 5t. Paul Meivury Insurance CompaRy, [3nited States Fidelity and Guaranty Company, Fidelity and '�j I Guaranty Insuranec Company, and FideGty and Guaranty Ins�uac�ce Underwriters, Ine.; and that the seals affixed ta Yhe fotegoing instrurnenY are the corparate seals of �I said Companies; and that they, as sucu, being authorized so ta do, executed the foregning instrnmeut for the purposes therein conYained 6y signing the nauaes of the `� corporations by tliamselves as duly authorized officers. .� ! �.c�'p��`y� e Tn R'itness Wltereof, I heretu�tq set my hand and ofFicial seal. � p 8�fch � <� My Commissiou expues the lst day of Tul�; 2QD6. +t� o Rf CiT'� � � , II � `��- �,�.d�.� - �,a.�. REBBCCA EAST�EY-OAI�KALA, Notary Public 882D3 Rev, 7-2002 Printed in U.S.A. 1 This Power vf Attornay is granted under and hy the authority of tlie following resalutious adopted by the Boards of Direeto3•s of Seahoarci Surery Company, St. Paul Fire and Ma��ine Liswauce Company, St. Paul Guardian Insurance Company, St. Paul 1�+Fercury Hisurance Company, United States �ide[ity and Guaranty Company, Fidelity and Guaranty Insvrauce Com[aany, and Pidelity aud Guaranty Insurattce Underwriters, Inc. on Septemher 2, 1998, which resolutions are now in full fprce and effect, reading as foliows: RESOLVEp, that in cawaection with the fidelity and snrery insuraiice business of 87e Company, all bonds, undertakings, contracts and other instruments relating to said 6usuiess may Ue signed, execute�, and acicnowledged 6y persons or entities appvinted as Attorney(s)-in-Fact pursuanY to a Fower of Attorney issued in accardance witl� these reso[utions. 5aid Pqwer{s} pf Attorney fur and on beha[f of the Cvtrtgany may and sha[I be executed in tl�e neme and on behalF of the Company, either by the Chaivnart, or the President, or any Vice President, or an Assistaat V3ce President, jointly witli the 5ecretary or an Assistant 5ecretary, under their respective designations. 'Che signature of such Officers may be engi•aved, printed ar lithographed. The signature of each of t[ie foregoing officers and the seal of the Company may be affixed hy facsimile tv any Power of Attorney or tp any certificate relating tlaereto appointing Attorney(s)-in-Fact far pu3'poses only of executing and attesting honds and undertakings and other writings ohligatory in the nature thereof, and suhject to any l'unitations set foith therein, any such Power oFAttor�tey or certificate bearing such facsirnile signature or facsimile sea3 shall be valid and hinding upon the Company, and any sucl� power so etceauted and cartified by such iacsimi[e signature and faesunile seal shaEl he valid and binding upon tlie Company with respect to any bond or undertaking io which it is valEdly attached; and R�SOL�D FUR'FH�R, that Attorney{s)-in-FacY sE�all have tha powar and authority, and, in any case, subject to the tenns and limitations of the Power of Attorney issued tham, to axecute and deliver on behalf of thc Company and to attach the seal of the Company to any and all bonds avd undertakings, and other writings oUligatory in the nature thareof, and any such instrument executed by such Atrorney(s)-in-Fact shall be as binding upan tlie Company as if sigrted Uy an Executive Dfficer and sealed and attested to 6y tl�e Secretary of the Company. I, Thomas E. I-iuibregtse, Assistant 5ecretary of Seaboard Surety Campany, 5t Paul Fu•e and Marine Insurance Company, St. Paul Guardian insurance Company, �t, Paul IVlercury Insurance Company, [Jnited States Fidelity and Guaranty Companq, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranry Insurance Underwriters, Inc. do herebp certify that the above and foregoing is a true and correct copy of the Powe�� of Attorney eaceauted by said Companies, which is in full force and effect and has not been revoked. IN TESIT1VIOiVY WI[�REO�, I hereunto set my hand this 21 �� day of January , zoa3 . � �� / • ' '�"' �y,r� �Mtr 51ti1F1Y , 41RE��4 O.\�K..�:MSV9 ��l Pi.Ms(�yq,D '� * Qt 9 j�OFP0�14f�Y 4•�pTRA�.liS` � � I �' '�927� � � � � W �� , � � "j�"°� � 19iJ � � �r�n "56AG 6' tl4S88L�g � � � y . o a y�..� 1j � Y'� ��' ��OFNEN� `2t�c d4.' AN� �13�' Thomae E. Hui6regtse, Assistar�t Secref�ry To verify lGe arrlheuticity of fl�is Po�ver ofAtlar�rey, cali 1-800-42J-3880 a:ed �sk �'or tke Po�uer afAtfol•uey clerk. Please refer ta the Porver n,f'Rttorsey nruxber, tlre abave-luer»ed ifadividurrls «r�d fhe rletrrils of tke bosul to �vhielr ll¢e�a�ve� !s ultreclee�. � ��y IMP�RTANT NOTYCE: To obtain inf4rination or make a co�npIaint: You may contact the Texas Depar�ment of insuranc� to obtain infarmation on corripanies, coverages, rights or complaints at: 1-800-25�-3439 You may write t�e Texas Department oiInsurance at: P.O. Box 19�9104 Austin, TX 78714-910� FAX # 1-512-475-1771 Your notice of claim against the attached bond may be gi�+en to the surety campany that i�sued . the bond by sending it to the fallowing address: Mailing Address: St. Faul Surety Claim P.O. Box 4689 Federal Way, ViJA 980b3-4689 : Physical Address: St, Paul Surety Ciaim • - 31919 First Avenue South ; - Suite 100 ' ' F'ederal Way, WA 98003 You may also contact the St. Paul Surst� Claim offce by telephone at: Telephone Nurziber: 1-253-945-1545 ` PREMIUM OR C�AIlVI DISPUTES; I If you have a dispute concerning a premium, yau should contact the ag�nt firs�. If you have a ; dispute concerning a cI�im, you should contact th� company first. Iftlie disputa is not resoIved, you may contact the Texas Dapartment of Insurance. I ATTACH THIS NOTICE T� YOUR BQND: .l ,� This notice is for information anly and does not become a gart ar conditfon of the attached � doc�ment. � cz� o� �oxT wox�rx, xExas CONTRACT STATE OF TEXAS COUNTY {}F TARRANT KNOW ALL BY THESE PRESENTS: That this a� eement, made and entered into this the 215T day of Tanaarv, A.D. 2003, by az�d between the CITY �F PORT WORTH, a municipal corporat'ron of Tarrant County, Texas, organized anci existing under and by virtue of a special charter adopted by tl�e quali�ed vaters within said City on the I lkh day of December, A.D. I924, under the authority of t�he Constitutian of Texas, and in accordance with a resolution duly passed at a regular meeting of the City Council of said City, and the City of Fort Worth being hereafter terz�ned Owner, and CART�R CONSTitUCTION COMPANY hereinafter called Con[ractor. WTTNESSETH: That said parties have agreed as follows: 1. That far and in consideration of the payments and aa e�ments hereinafter mentioned to be made and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said CO[ItC�CkOi bereby &a ees with the said Owner ta commence and cornplete the construction of certain impra�ements described as follows: � 2. That the work herein contemplated shaIl consist af furnishing all labor, taois, appliances and macerials necessary for the construction and completion of said project in accprdance with the Pla�s and Specifications heretofore prepared by the Parks and Community Serviees Department af the City of Fort Worth'and adopted by the City Council of said City, as an indegendertt conlractor, and which plans and specifications are incatparafiad herein by referenCe. 3. The Contractor hereby agrees and binds himself to commence the construetion of said work within ten (10) days after being notified in writing to dd so by the Depaxtment of Er�aineerina Directdr of the City of Fc�rt Worth. 4. The Contractor hereby aa ees to prosecate said wnrk with reasonable diligence after the commencement th�ceof and to fully complete and �nish the same ready for the inspection and approval of the Department of Engineering Director of the City oiFort Worth and the City Council of the City of Fart Worth within a period oi 45 workin� days from the time nf con�mencing said rvorlc; that said Coniractor shall be entitled to an extension of said time for doing said work for such time as he may necessarily lose or be deiayed 6y unavoidable accidents caused by unforeseen rriatters over which said Contractor has no control, such as inclemency in the weather, acts of Providence, labor strikes and dalivery of materials, in alI of which cases the negligence or carelessness of the Coz�tractar is nat contrihuting to such deiay. 5. Shouid the Cantractor faiI to beoin the work herein provided for v�+ithin the time herein fixed or to carry on and complete the sarne aecording to the true meaning of the intent and terms of said specifications, tf�en the City shall have the right to take charge of and compl�te the work in such a manner as it may deem proper, and if, in the completio� thereaf, the cost to the said City shall exceed the contract price or prices set farth in the said plans and speci�cations made a part hereof, the Contractor shall pay said City on demand in writing, setting forth and s�ecifying an itemized statement of the Eotai cost thereQf, said excess cost. 6. ContracCor covenants and agrees to indemnify City's engineer and archite�t, and their personnel at the project site foi Contractor's sole negli�ence. In adciition, Cantractor covenants and agrees Ea indemnify, �old harmless and defend, at its own expense, the Owner, its of�cers, servants and employees, fram and against any and all claims or suits for property loss, property dama�e, personal injury, including death, arising out af, vr alleged to arise out of, the work and services tn be performed hereunder by Contractor, its oi�cers, agents, employees, s�bcontractors, licensees or in�itees, whether or not anv such in'urv, dama�e or death is caused, in whole or in part, bv the ne�ligence or allesed nesli�ence of Owner1 its of�cers, servants, or emplo ees. Contractor likewise covenants and agrees to indemnify and hoid harmless the Uwner from and against any and a�l injuries to Owner's Officers, servants and ennglayees and any dama�e, loss or destruction to property ai t�e Owner arising from the performance of any of the terms and conditions of this contract, whether o�r not an:v such in.i�ry or dama�e is cansed in whole or in nart bv the ne�li�ence or alle�ed ne�li�ence oi Owner, its off'icers, servants or emnlovees. In the event OwRer �eceives a written claim for damages against the Contraetor or its subcontractors prior Eo final payment, fi�ai payment shall not be made �antil Contractor either (a} submits to Owaer satisfaetary evidence that the clsim has been settled and/or a release from the claimant invol�ed, or (b) provides Owner with a letter from Contractor's liabiliky insurance carrier that the claim has been referred to the insuranee carrier. The Direetor may, if he deems it appropriate, refuse to accept hids an other City of Fort Worth pnblic work from a Contractor against whom a claim for dama�es is outstanding as a result of work performed under a City Contract. 7. The Contractor abrees, on the executiun of this Contract, and before beginning work, to make, execute and deliver to said City of Fort Worth good and sufficient surety 6onds for the faithful performance of the terms and stip�lations of the contract, indvding the exhibit attached hereto and made a part k�ereaf and such bonds shall he I44 percent of the total conEract price, and the said surety shall be a surety company duly and legally authorized to do husiness in the 5tate of Texas, and acceptable Ea the City Council of the City of Fort Worth. 8. Said City agrees and binds icself to pay, and the said Contractor a� ees to receive, for all of the aforesaid work, and for all additions thereto or deductions therefrom, the price sho�vn on the proposaI submi[ted 6y the successful bidder hereto attached and made a part hereof. . 9. It is further aa eed that the perfarmance of this Contract, either in who�e ar in part, shall not be sublet ar assigned to anyone else by said Contractor v�ithout the written consent of the Departrnent of Engineering Direetor of said City of Fart Worth. 10. The Contractor aa ees to pay at least the minimum wa;e per hour for all labor as Ehe same is classified, pramuigated and set out by the City of Fort Worth, Texas, a copy of vs+hich is attached hereto and made a pazt hereaf the same as if it were copied �er6atim herein. 11. it is mutually ab eed and understood that this agreement is made and entered into by the parties hereto with reference to the existing Chazter and �rdznances of the City of Fart Warth and the laws of the State of Texas with reference to and governing all matters affecting this �ontract, and the Contractor aa ees to fully comply with all the provisions of the same. , ' _. - • �''i�yv � f �'ort �6Vorth9 T`exas R � �� d ��;� ��t;�n DAT� R�FERENCE NLJMBER LOG NAME PAGE 1/2�103 **C_19�41 I SOHALLMARK � 1 af 2 SUBJ�CT AWARD OF CONTRACT TO �ART�R ��I��TRU�TI�N ��EV�P,��!'� FOR ATHL�T�C FIELD IMPROVEMENTS AT HALLIVIARK PARK _ RECOMMENDATION: � It is recommended that the City Cauncil authorize fhe City Manager to execut� a contract with Carter Construction Company in the amount of $i28,753.97 for athletic field improvemer�ts at HalEmark Park. DISCUS510N: A tatal af $128,553.97 is a�ailabfe for the renovation of aihle#ic facilities at Hallmark Park in accordanee with the Soccer Fi�ld Management and Development Plan. � TF�is project was ad�er�ised for bic! an October 24 and 31, 2002. �n November 21, 2a02, the �allowing bids were received: � BID TABULATION - Bidder Carter Canstruction Com�aanv Century Ser�ices B.T. Constructian, Inc. ' M. A. Vinson Canstruction Campany, Inc. Land Constructors, In�. 5prinkle N Sprout I�rigation/�.andscape, Inc. J&J 5prin�Cler & Landscape, Inc. Eagleton Canstruction,. Ir�c. :�f�:�['I $62.412.77 $50,136.50 $84,717.30 $98,082.fl0 $95,897.30 ��a,�2�.aa $84,515.50 $96,097.94 Alternate Bic{ Items $ fi6.341.20 $ 97,304.00 $ f5,020.Od $ 52,700.00 $ 59,202.00 $102,270.00 $ 86, 500. DO $12fi;500.00 Tatal $128.753.97 $147,436.50 $149,737.30 $150,782.00 $155,Q99.30 $i 60,793.Q0 $171,016.5D� $222, 597.94 The contract time is forty-five worl�ing days. The construction cvnt�act is antEcipated to commence in March 2003 and to 6e compfeted in June 2003. � Base Bid work will consisf of site grading and installation of an irrigation_sys#em and concrete bleacF�er pads. Bid alternate work will. include additional irrigation system expansion, remote irrigation controller, software for remote irrigation cantro[lers {which will serrre ti�9s and ather fields in the park system), and grassing (s�e attached). :r , � �a City of .F'o�t i�Yorth, Texas �� td! �u��l ��t�� -- � � � DATE R�FERENCE NUMB�R LOG NAME . F'Ai��. �- .�, � �/21103 **�--� 944�� 80HALLMARK I 2 of 2 suB.��cT AWARD OF CONTRACT TO CARTER CONSTRUCTION COMPANY FOR ATHLETIC FIEL.D IMPR4VEMENTS AT HALLMARK PARK . � It is reeommended that �he Basa Bid in the amaunt of $62,412.77, and the bid alternates listed on the attached, tataling $6fi,34� .20, togetner totaling $128,75�.97, as sc�bmitted by Carter Constructian Company be approved for award af contract. [n addition ta the contract cast, associated contingency fiuncEing for consiruction inspection /administration and possible change arr�ers amount to $5,179.40 {4%) and $5,179,00 (4%) respectively. Car�er Canstruction Company is in compliance wiih the City's MIWBE Ordinance by committing to 13% M/WBE par�icipatian. The Gity's goal an this project is 1�%. . Ti�ere will be no annual budget impact assaciated with this project. Hallmark Park is [ocated in COUNCf� DISTRICT 6. FISCA� lNFORMATION/CERTIFICAT�ON: The FEnance ❑irecior cer�ifies that funds are available in th� current capEta� budget, as appro�riated, of the Park lmprovemenfis Fund and the General Fund. � �� .,.. ' y.. 5ubmitted for City Manager's �ffice by: 7oe Paniagua Originating Departcnent Head: ltichard Zavala Additional InFormafion Contact: Richard ZavaIa 6140 5704 5704 FUND I ACCOUNT � CENTER I AMOUNx' (ta) (fram� C188 541240 08018$80Q10Q $101,437.97 GGDi 541200 0808085 $ 27,318.00 CITY 5ECRE'1"ARY APPROVED 1/2i/03 -