1380, f-irs{ Flpor, Near panat Hospitnl mivmrm #smstruetflsm :::l:Y - '3''' -,hE;#'.-- lff-?l rel **nsu*ting ffinqine*r'r Fr*p Hr"Hem*nt lsai Aate.A8l04l2A23 FORM.2A [ $ee MahaRERA order no" of 201$l ENGINEER'S CERTIFICATE FOR QUALITY AS$URANCE (site supervisor's certificate) ii To, The M/s. Vimal Developers, Prop. Rajendra Vasantrao Khankari 47 87 I 1 6 tshide Baug, Deopur, Dhu 1e,424AA2, Quality AsEurance Certifi cate (Certificate no. 01 for the quarter ending 19-20) Subject : Oertificate for quality of materials used and qualig of Consfuction and workmanship for the Work of " Vasudha Mhar " No. cf Building(s).01 the project situated on the plot bearing C.T.S. No.157/ Survey No.57412 ptot-nd.Za CemarcateO by its I boundaries (lqtitude and longitude of the end points) Mtr Road to the North,Colony Road to the $outh,Plot no 27 to the East,Plot no 29 to the West of Division.Nasik village Dhule (CT) taluka Dhule District Dhule P1N.424001 admeasuring.47S.9 sq.mtrs. aria being Plot owner.Dr Hemantrao Bhaskarrao Deshmukh erqeit developed by Mr Rajendra Vasntrao Khankari Prop.Vimat Developers Reference: MahaRERA Registration Number- P49800013520 $ir, l/ We Er Hemant B lsai have undertaken an assignment of supervision of this realestate project. - 1. Our Responsibility: To carry out the work in accordance with the development permission and as per the approved ptan and submit certificate of supervision of work and to carry out material testing in-situ or in the authorized laboratory and to en$ure quality of work and 1. Material resting :- l/we, have applied following mandatory checks on the basic materials, used in the construction. i. cement- lt has been tested for its fineness, soundness, setting time, compressive strength etc. as per l$ code 3535:1986 or as per other relevant lSi85/NBC code, or a$ per industry standards and ite results are within the permissible limits. ii. Coarse aggregate - It has been tested, for deleterious materials, clay lumps, crushing value, impact value as per lS 2$A11986 or as per other relevant IS/B$/NBC code or as per industry etandards and its resulte are within the permissible limits. iii. Bricksl blocks * They have been tested for water absorption, crushing strength etc. as per l$ 5454:1978 or as per other relevant |$/8S/NBC code or as per industry standards and its results are within permissible limits^ iv. ConcretelReady-mix Concrete- lt has been tested for compressive strength for various periods a$ per 15456:2000 and l$ 119$ or as per other relevant |$/BS/NBC codes, as per industry standards and its results are within permissible limits. v. $teel for concrete- lt has been tested as per l$ 2062:2011 or as per other relevant IS/BSINBC code or as per industry standards for tensile strength, elongation and gauge length etc. and its results are within permissible limits. vi. TestinE of Other materials Other materials like sand, crushed sand, floor tiles, fixtures and {ittings, pipes and sanitary fittings etc. (List out all iterns) used in this project conform to relevant |$/BS/NBC code or as per standards laid down by the lndustry for a particular material" 2. Workmanship:- l/ we hereby certify that work has been carried out under our supervision. We further certify that workmanship and quality is satisfactory and up to the mark and the work has been acceptable within the permissible limits of deviations as per relevant code of practice. 3. Electrical Materials and workmanship: works of all the electrical wiring/connectionsllift inslallationlother electrical installations have been carried out under authorizedlregistered electrical engineer and its records has been maintained. The materials used conform to the relevant l.Si B.$/ National Building codes or as per industry standards. 4. $tructural engineer: * Promoters has engaged structural engineer Mr.Abhay V Bhadalikar having office cell na 9422752529 The structural design of buildings in this project has been done under his supervision. He has checked the soil report before laying PCC for foundation in consultation with soil congultant. The formwork and concrete mix design has been done as per ls 1A262'.2AA9 or as per other relevant codes as applicable. His periodic checks and certificates for STABILITY and $AFETY have been kept on record. 5. Preservation of reeords: * Record of all test results of this project have been properly kept in the prescribed formats and will be preserved at least up to the defect 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 which were not rejeded. Yours Faithfully, I|EMANT B.tsAr : j'tll : panat i.n, F,[?'i " wear ^, Hospital,Dhule "' Ltcense N.;.-0irZf g