a -I lk.irt-, a vrltta &ftJt I t-A'^t i \tsts -.rurf,rr-dFr F1+ i fi*eE ik.il- ii! ii-rJi$, EI!G!NETR'S CERT!F!fSTE FOR 0"UA"LITY 6.55URAFICE ir:4- f,,^--.,:".--r- a-,.ai4: --a- r iJrLE JLlp€5 Vrsrrr 5 LEr rrarLdl,c, /T-'-^ ,-l--J- J ^,,--!^-r.\ To, Ti:e RAJASHREE COhJSTRU{T!*N , K.K. trfa6h Agricuiture Coiiage, Near Easbihari International Sehocl Road, F4:"tmbai-Agra Highway, Adgaon, irlashik Qu a ii EyAs_Eu-ra"n c"e Ce rtliieate {Certifieate ne 3.? for the q*srter ending 31't S*cernber 2G?3 Certificate} Subjeet : Certificate fcr quality cf r,+=terials used and qr:ality of Constructic+ and u,rorkmanship f*r tlre Work of 2 No. oi Buiiding{sil- Wings{s} of tire- Phase of ihe project siiuated an ihe piot Lrearing C. 5. l.l*.lC.T.S. !X*./ S*rvey Na./Fi*alpioi n*.233 den"iareaied by its b*u*daries {latitu*e and longitude of the end pointsiS, No. 235 & Open Space to the Nor"th Piot ner. L0,11,1"6 & C+!+ny Road Cut of 5. fllo. 233i2 to ihe South Part of S. tri0. 233i2iB,i1to the tast 5. ric. 23311 to ihe West sf Dirrisicn Nashik village liashik Taluke liashik Dis$i.t $Jashik PIN 422S03 adm*esuring 5000.S0 sq.mtrs. area being developed by IPromaier's lriame RAJASHREE CONSTRUCTTOT{] *eferer:ee: M a ha R t RA Regisiratia n iii u nr be r- F5 i$OilOfi 1fi 457 Qir l/ W* pr*- ,j Pawar have undertaken an assignment of supervision of this real estate project. 3. Our Respcnsiblllty: - To earry out the work in aceordanee with the development permlsslon and as per the approved pian anrj si.:bmit ce;iificate oi supervision of work and to cai'i'y oui material testing in-situ or in the euth*rized labcratory a*C te *iisilre quality cf vorcrk and 1. Malerr-alfesliner l/we, heve applied fclio'"ving rnanciatory checks on the basic materials, used in the constructien. i l^amant- It has been tested ior its fineness, soundness, setting time, compressive strengih eic. as per IS code -t535:1386 or as pe," aiirer relevar:t 157'8Sy'tx'EC c*de, .f :'as per industry standards anci its resuiis are within the peimissible lirnits. !i. C*arse aggregate * It has been testerj, for deleterious materials, cla,v lumps, crushing rJalue, impact value es per. iS 2c1303"1-986 or as per other reievani is/85/r,,*BC cade or as per industry siandafds and its rBsuirs are urithin th* p*nmissible lir,*its. iii. Bricks/ biocks - They have been tested fcr water ahso:.ption, crushing strengil: etc. as pe;"lS 5454:i978 o:: as per other relevant 15185/NBC code s:" as per incustry sta;-rdards ar.:d its results ere within per.missible limiis. Err. Csncreter!*eady-iVElx {s*erete- !t has been t*stad for compressive strength for. yarious periods as per 15 456:2000 and !S 11"99 or. as per other relevant lSlBSlNBC cccles, as per indusiry staneiards and its resuits are within permissibie ililitL5. v, Steel for concrete it has been tested as per ls 2*62:SGiL or as per other reievant isisslFlBc code or as per industry standards fcr tensile strength, elcn6ation and geuge length etc. and its results a; e within perrnissible iimiis. vi. Testi*g of Other rnaterials other meterla!s like sand, crushed sand, floor tiles, flxtures and fittings, pipes and sanitarr,r fittings etc' {List cut all items} used in this project canform to relevant ts/BslNBC code or as per stancjards !aid dawn by the lnd_usti-y _for a particuiar maiei"ial. 2" Warkmanship:- l/ u;e he;'eby c*rtify thai t1'ork has been rarriec out under our supervisicn. we furthei cefiify tl.rat workmanship *nd quality !s satisfactor"y and up to the mark and th* .,*y*rk h*s be*r., *cceptable within the pernrissible Iimits of deviations as per reievant cocie of practice. 3. Eiectrical Materials and "arerknianship: - \iic:'ks of all the electrical wiring,rconnectionsllift installati*n,rctl:er elect;.ical installations haye been earriecj out under authorizecllregistered electricai engineer and its r-ecords has i:een mainiained. The materials used c*nfcrm i* the relev'ant 1.5! B.s,i td*ii*na! B,-:ildirrg c*des *r as Fer industry stanclareis. 4. Structurai e*gineer: * Pre*':oters has engaged struetui'al erigir:ee;' Mi'. Prasnia Bhc:-e hev!;rg Lic*nses n*. 4L havii-rg office no 3.- eelino 0253-231318C/ g,tZZZ46B6g. I The st;'r:itur"al design of i:uiidir:gs in ihis preject l-ras tieen d*rr* und*r itis si;pervisicn. He has checked the scil rsport before laying PfC tor f*undati*n in consuitation with soii consuitant. The fcrmwork and concrete mix design has been done as per ls 1C262:2009 $r as per other i'eievant codes as a*plicable. His periodic checks and certiflcates fcr STA*ILITY anC SAFITY have bee:"r kept on record. 5. Freservetion cf reeerds: - Recc:'d cf all tast results of this praject haye been properly kept in the p:'escr!!:ed formats ,nd r="iti be preservec! at least up to the defect liability period or for the pericd as required by any other provisici'r of iaw 6. Please snecify materials or any other item of work which \Aras not conforming to the standard specifications ai'rci which was not rejected. V^r !f,. L-ithtr rliil lvutJ t urLtrrqrly, Signature ef €ngin*er {S}te Sup*rvisar} Narne: Pankaj Pawar r i-^^-^ 1i+- -^.,! LILCr iJE i^^ ru.l!i or ry,l Dhnna na QO?91"anan Htace: t\asnlK