i 1380, First Flo$r, hlear Fanat Hospital lRWil mtvarm cffiffistru*tf ffi ffi Lane F{*.5, nFiULE . 424 001 {M.S") ll \Hll Cr"rnsulting Engineers Tel:{il?562)CI;?4*627 ll Xl n,up Er l-iemant lsai Date.l*10612023 FORM.2A [ $ee MahaRERA order no. of 2018t ENGINEHR'S CERTIFICATE FOR QUALITY ASSURANCE {site supervi$or's ce*ificate} To, The Mls. Mmal Developers, Frop. Rajendra Vasantrao Khankari 47 87 I 1 5 Bhide Baug, Deopu r, Dhu 1e,424002, Quality Assurance Certificate (Certificate no. 003 for the quarter ending 22-231 Subject : Certificate tor quality of materials used and qualiiy of Construction and workmanship for the Work of " Ramkrushna Apartment " No. of Building(s)"01 the project situated on the plot bearing C.T.S. No.12761 Survey No.4111 Plot no.62 demarcated by its boundaries (latitude and longitude of the end points) Plot no 63 to the North, Plot no 61 to the South,Plot no 59 to the East,Plot Road to the West of Division.Nasik village Walwadi taluka Dhule District Dhule PtN^424002 admeasuring.278.8 sq.mtrs. area being Project developed by Mr Rajendra Vasntrao Khankari Prop.Vimal Developers Reference: MahaRERA Registraiion Number- P49800033908 $ir, l/ We Er Hemant B lsai have undertaken an assignment of supervision ef this realestate project. - 1. Our Responsibility: To carry out the work in accordance with the development permission 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 tc 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 for its fineness, $oundness, setting time, compressive strength etc. as per l$ code 3535:1986 or as per other relevant |$/8S/NBC code, or as per industry standards and its results are within the perrni*sible limits. - ii. Coarse aggregate lt has been tested, for deleterious materiais, clay lumps,-erushing value, impact value as per lS 243011986 or as per other relevant I$/BSINBC code or aB per industry standards and its results are within the perm,issible limita. iii. Bricksi blocks * They have been tested for water ahsorption, crushing strehgth etc. as per l$ 5454:1078 or as per other relevant lSlSSlNBC code or as per industry standards and its results are within permissible limits. iv. ConcretelReady-rnix Concrete- lt has been tested for ccmpressive strength for various periods as per 15456:2000 and l$ 1199 or as per other relevant IS/BS/NBC codes, a$ per industry standards and its resulte are within permissible limits. v. Steel for concrete- lt has been tested as per l$ 2062:2011 or as per other relevant I$IBSINBC code or as per industry standards for tensile strength, elongation and gauge length etc. and its results are within permissible limits. vi. Testing of Other materials Other materials like $and, crushed sand, floor tiles, fixtures and {ittings, pipes and sanitary fittings eto. (List out atl items) used in this project conform to relevant IS/BSINBC code or as per standards laid down by the lndustry for a particular material. 2. Workmanship:- ll we hereby certify that work has been carried out under our supervision. We furthsr 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 practiee. 3. Electrical Materials and workmanship: works of all the electrical wiring/connections/lift installationlother 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.S/ National Building codes or as per industry standards. 4. structural engineer: Promoters has engaged structural engineer Mr.Abhay v - Bhadalikar having office cell na 9422752529.The structural design of buildings in tnis project haE 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 10262:20A0 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 Faiihfully, Signature of Engineer HEMANT B.ISAI Consulting Engineer 1380,1st Floor, Near Panat Hospital,Dhule License Hn.-00?19