/ FORM.2A I See MahaRERA order no. of 2018] ENGINEER'S CERTIFICATE FOR QUALITY ASSURANCE (site su pervisor's certificate) (To be uploaded quarterly) To, The Vikas Developers, Shri Dnyanesh Arcade,CTS No-2031,0 / 4 Samarth Nagar,Aurangabad. 43 100 1 0ual tv Assurance Certificate (Certificate no sA, sptr.su/ar for the quarter ending 31.03.2021) Subject : Certificate for quality of materials used and quality of Construction and workmanship for the Work of 1 No. of Building of the project SAI SPARSH situated on the Plot bearing No. 16-A, , of Gut No.47, of Village ltkheda, Tq.& Dist. Aurangabad demarcated by its boundaries (latitude and longitude of the end points) Plot No. 17 la the North 12 \Alr. Wide Road to the South Plot No. 16-8 to the East I I\Itr. Wide Road to the West of Division Aurangabad Plot bearing No, 16-A, , of Gut No. 47, of Village Itkheda, Tq. & Dist. Aurangabad - area admeasuring 470.48 Sq.Meters. for Building Sai Sparsh is being developed by t\fi/s. Vikas Developers (Prop .Vikas Laxman Chaudhary Reference : IVIahaRERA Reg istration N umber- P5 1 5000 16484 Sir, I Pawan N. Potarwar have undertaken an assignment of supervision of this real estate project. 1. Our Responsibility: - To carry out the work in accordance with the development permlssion and as per the approved plan and submit certificate of supervision of work and to carry out material testing in-situ or in the authorized laboratory and to ensure quality of work and 1. Material Testinq,:- llwe, have applied following mandatory checks on the basic materials, used in the construction. i. Cement- It has been tested for its fineness, soundness, setting,time, compressive strength etc. as per IS code 3535:1986 or as per other relevant lsTss/NBC ,oi*, oi r. per industry standards and its resurts are within the permissinte iimits. ii. Coarse aggregate * It has been tested, for deleterious materials, clay lumps, crushing value, impact value as per ls 24301 1986 or a$ per other relevant rslgsfi.lac code or as per industry standards anditsresultsarew!thinthepermissiblelimits iii. Bricksl blccks - They have been tested for water absorption, crushing strength etc. as per lS S4S4:1ITB or as per other relevant lsiSSlNBC code or as per iniuitry standards and its results are within permissible limits. iv. Concrete/Ready-m ix Concrete_ It has been tested for compressive strength for various periods as per 1s 4s6:2000 and ls 1199 or a$ per other relevant ls/BSlNEc ," per industry standards and its results are within permissible lirnits. "oo*u, v. $teel for ccncrete- It has been tested as per lS 2062:2011 or a$ per other relevant IS/BS/NBC code or as per industry standards for tensile strength, eiongaiion and gauge length etc. and its reeults are within permissible limits. vi. Testing of Other materials other materials like sand, crushed .sand, floor tiles, fixtures and ifittings, pipes and sanitary fittings etc. (List out all itemsj useo in-'*ris project conform to relevant |S/BS/NBC code or as per standards laid down Lv tn* incustry for a particular material. 2. Wo ans ip:- l/ we hereby certify that work has been carried out under our supervision. we further certify that workmanLhip a.nd quality is- satisfa"tory inJ up to the mark and the work has been acceptable within the perrnissible limits or o*uiutions practice. as per relevant code of 3. Electrical Materiats and urorkmanship: * works of all the etectrical wiring/connectionsllift installation/other have been carried out under authorizedlregistereJ"i".tri.*t electrical installations has been maintained' The materials used lonform engineer and its records to the relevant LS/ B.s/ National Building codes or as per industry standards. 4. $tructural engineer: * Promoters has engaged structural engineer lvlr. Vikas L.chaudhary having Licenses no. 8.126191 having office no{a24923286}0. ceil no ggzza3fizgl The structural design of buildings in this project has been done under his supervision. He has checked the soil report before laying bcc to, foundation in consultation with soil consultant' The formwork and concrete mix-design has been done as p"i ru fi262:20ag or a$ per other relevant codes as applicaue. His periodic checks - and certificates for STABILITY and SAFETy have been kept on record.' 5. Freservation of reeords: - Record of all test results of this project have been properly formats and will be preserved at least up to the defect kept in the prescribed liability period or for the period as required by any other provision of law 6' Please specify materials or any other item of work which were not conforming to the standard specifications and whictr were not rejected. Niil Yours Faithfully, Signature of Engineer (Site Supervisor) Name:Pawan N. potarwar_ Phone no.9921470214