138{J, First Fl*br; f.lear F***t F.taspital l$wtl li 'Wll m*varm *ffiffiffitnumtfimn i] 'J40s?I ll l ane lrlo s, rlF{UL[ .424 001 {rtn.S,l reil e*n*ulting Engine+*rs _." Tei . (tlz$S?) 11. ._ _ Prup Er t-t*rn*nt lsai .11.i , Date.1611212823 FORM-2A [ $ee MahaRERA order no. of 2018] ENGINEER$ CERTIFICATE FOR QI'ALITY AS$URANCE {site supemisorn* certificate) T0, The Mls. Vimal Oevelopers, Prop. Rajendra Vasantrao Khankari 47 87 I 1 5 Bhide Baug, Deopur, Dhu \e,4240A2, Quality Assurance CEilifi cate {Certificate no. 02 ior the quarter ending 23-241 $ubject : Certificate for quality of materials used and quality of Construction and workmanship for the Wcrk of " $omvijay Pride " No. of Building(s).01 the project situated i on the plot bearing C.T.S. No.188 Survey No.574/2 Plot no.39 demarcated by its boundaries (latitude and longitude of the end points) Plot no 40 to the North, Plot no 38 to the $outh,9 Mtr Road to the East,$.No.575 to the West of Division.Nasik village Dhule (CT) taltlka Dhule District Dhule PIN.424001 admeasuring.G0g sq.mtr6. area being Plot Owner.Mr $omnath Bhika Bagad Project developed by Mr Rajendra Vasntrao Khankari Prop.Vimal Develapers Reference: MahaRERA Registration Number- P49800048643 $ir, l/ We Er Hemant B lsai have undertaken an as*ignment of supervision of this realestate project. - 1. Our Responsibility: To carry out the work in sccordance with the development permission and as per the approved plan and subrnit certiflcate 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 Testing :- lArve, have applied following mandatory checks on the basic materisls, used in the conskuction. i. Cement- lt has been tested for its fineness, $oundfles$, sefiing time, compre*sive strength etc. a* per I$ code 3535:1986 or a$ per other relevant ISiBS/NBC code, or as por industry standards and its results are within the permis*ible limits. ii. eoarse aggregate * lt has been tested, for deleterious rnaterials, clay tumps, crushing value, impa*t value as per l$ ?43911986 or as per other relevant IEIBS/NBC 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 at per other relevant 1S/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 strenEth for various periods a$ per 15456:2000 and l$ 11gg or as per other relevant IS/B6/NBC codes, a$ per indushy standards and its results are within permissible limits, v. $teel for concrete- It has been tested as per lS 2062;2011 or as per other relevant I$iBS/NBC code or a$ per industry standards for tensile strength, elongati*n and gauge length etc. and its results are within permissible limits. vi. Testing 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 ISIBS/NBC code or a$ per standards laid down by the industry 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 rel*vant code of practice. 3. Electrical Materials and workmanship: works of all the electrlcal wiring/connectionsitift installation/other electrical instatlations have been canied out under authorizedlregistered electrical engineer and its records has been maintained. The materials used conform to the relevant l.S/ B.S/ National Building codes or as per industry standards. * 4. $tructural engineer: Promoters has engaged structural engineer Mr. Abhay V Bhadlikar having office cell no 9422752529 The structural design of buildings in this project has been done under his supervision. He has checked the soil report before laying PCC for foundation in consultation with soil consultant. The formwork and concrete mix design has been cione as per ls 1A262'2AA9 or as per other relevant codes as applicable. His periodic checks and certificates for STABILITY and SAFETY have been kept on record. 5. Preservation of records: * Record of all test results of this project have been properly kept in the prescribed formats and will be preserved at least up to the defect liability period or for the period as required by any other provision of law 6. Please specifu materials or any other item of work which were not conforming to the standard specifications and which were not rejeded. Yours Faithfully, V- j6- ! --)' Signature of Engineer fF_M+$r {_onsultifig n.tffiAr Hn;ilreer rv"', p'j,ir? Ltcense !';#,.*Xlo *,,,, No.-0#tf $