1880, Firsr Frr.rcr, Fdear panar Hosp*ar |reil mivara ffiomstru$tiom Lane hlo 5, DHULE "424 001 (M S ) ll rcll eonsulting Hngineers _,* Tei (0Zs6Z) A .24A62T lL* ^" _'tJ prop. Hr Hemant lsai Date.08/0412023 FORM.2A [ $ee MahaRERA order no. of 20{81 ENGINEER'$ CERTIFIEATE FOR QUALITY ASSURANCE (site supervisor's certificate) To, The Mls. Vimal Developers, Prop. Rajendra Vasantrao Khankari 47 87 I 1 5 Bhide Baug, Deopur, Dhule,424}fi2, Quality Assurance Certificate (Certificate no. 002 for the quarter ending 21-22) Subject ; eertificate for quality of materials used and quality of Construction and workmanship for the Wstk of " Ramkru$hna Apartment " No. of Building(s).0'1 the project situated on the plot bearing C.T.S. No.1276lSurvey ltlo.41ll PIot no.62 demarcated by its boundaries (tatitude and longitude of the end points) Plot no 63 to the North, Plot no 61 to the $outh,Plot no 59 to the East,Plot Road to the West of Division.Nasik village Walwadi taluka Dhule District Dhule PlN.424002 admeasuring.Z78.8 sq.mtrs. area being Project developed by Mr Rajendra Vasntiao Khankari Prop.Mma! Devetopers Reference: MahaRERA Registration Number- P49800033908 Sir, l/ We Er Hemant B lsai have undertaken an assignment of supervision of this realestate project. - 1. Our Responsibility: To carry out the work in accordance witlr the development permission and as per the approved plan and submit certificate cf supervision of work and to carry out material testing in-situ or in the authorized laboratory and to ensure quality of work and 1, Material Testing :- l/we, have applied following mandatory checks on the basic materials, used in the construction. i. Cement- lt has been tested irr its fineness, soundness, setting time, compressive strength etc. ao per lS code 3535:1986 or as per other relevant |S/8S/NBC code, or a$ per industry standards and iB results are within the permissible limits. - ii. Coarse aggregate lt has been tested, for deleterious materials, clay lumps, crushing value, impact value as per l$ 243011986 or as per other relevant IS/BSINBC code or as per industry standarde and its results are within the permissible limits. iii" Bricks/ blocks - They have been tested for water absorption, crushing strength etc. as per l$ 5454:1978 or as per other relevant l$/8SlNBC code or as per industry standards and its results are within permissible limits. iv. ConcretelReady-mix. Concrete- lt has been tested for compressive strength for various periods a$ per 15456:2000 and lS 1199 or as per other relevant IS/B$/NBC codes, as per industry standards and its results are within permissible liniits. v. Steel for concrete- lt has been tested a$ per lS 2062:2011 or as per other rolevant I$/BSINBC code or a$ per industry standards for tensile strength, elongation and gauge length etc" and its results are within permissible limits. vi. Tesiing of Other materials Other materials like sand, crushed sand, floor tiles, fixtures and {ittings, pipes and sanitary fittings etc. (List out all items) used in this project conform to relevant lSlBS/NBC code or as per standards laid down by the lndustry for a particular material. 2. Workmanship:- l/ we hereby certi{r that work has been canied 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 wiringlconnections/lift installation/other electrical installations have been canied out under authorized/registered electrical engineer and its records has been maintained. The materials used conform to the relevant LSi B.$l National Buitding codes or as per industry standards. * 4. $tructural engineer: Promoters has engaged structural engineer Mr.Abhay V Bhadalikar having office cell no 94?2752529 The structural design of buildings in this project has been done under his supervision. He has checked the soil report before laying PCC for foundation in consultation with soil consultant. The formwork and concrete mix design has been done as per ls 10262:2009 or as per other relevant codes as applicable. His periodic checks and certificates for STABILITY and SAFETY have been kept on record. 5. Preservation of records: * Record of all test results of this project have been properly kept in the prescribed formats and will be preserved at least up to the defect liability period or for the period as required by any other provision of law 6. Please specify materials or any other item of work which were not conforming to the standard specifications and which were not rejeded. Yours Faithfully, Signature of Engineer HEMANT B.ISAI Consulting Engineer 1380,1st Floor, Near Panat Hospital,Dhul:= License No..0021$