138U, Ftrst Ftc*r; tdear Fariat Hospiial m;Yfire & mstruetfr#m l-an* No,5, mHLlLH . .424 fi{1tr (f$,$ } -_"-_ Tai : (CI?562)fi ?40$27 rci C*nsultingl Hngirie*r":,1 $rr*p H.r Hernant tsai . Dale.16l12l2123 FORM-2A [ $ee MahaRERA order no. of 20181 ENGIHEER'$ CERTIFICATT FOR QUAI-ITY ASSURANCE (aite supervisor'$ certificatsl To, The Mls. Vimal Developer$, Prop. Rajendra Vasantrao Khankari 47 87 I 1 5 Bhide Baug, Deopur, Dhu \e,4240A2, Quali$ Aesurance Certifi cate (Certificate no. 03 for the quarter ending 23-24) : Subject Oertificate for quality of materials used and quality of Construction and workmanahip for the Work of " $omvijay Pride " No. of Building(s).01 the project situated on the pfot bearing O.T.S. t{o,1$8 I Survey No.574/2 Plot no.39 demarcated by its boundariee (latitude and longitude of the end points) Plot no 40 to the North, Plot no 38 to the South,g Mtr Road to the East,$.Na.575 to the West of Divisicn.Nasik village Dhule (CT) taluka Dhule District Dhule P1N.424001 admeasuring.G0g sq.mtrs. area being Plot Owner.Mr Somnath Bhika Bagad Project developed by Mr Rajendra Vasntrao Khankari Prop.Vimal Developers Reference: MahaRERA Registration Number- P49800048643 $ir, ll We Er Hemant B lsai have underhken an assignment of supervision of this realestate project. - 1, Our Responsibility: To carry out the work in accordance with the development permission and as per the approved plan and submit certificate of supervision of work and to carry out material testing in-situ or in the authorized laboratory and to ensure quality of work and 1" Material Testing :- llwe, have appfied following mandatory checks on the basic materials, used in the construction. i. Cement- lthas been tested for its flneness, soundnes$, setting time, compressive strength etc. as per lS code 3535:1985 or as per other relevant lSl85/NBC code, or as per industry standards and its 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/B$1NBC code sr a$ per industry standards and its results are within the permissible limits. iii. Bricksl blocks - They have been tested fsr water absorption, crushing strength etc. as per lS 5454:1978 or as per other relevant I$/85INBC code or as per industry standards and its results are within permissible limits. iv. ConcretelReady-mix Concrete- lt has been tested for compressive strength for various periods a$ por 15456:2000 and l$ 1199 or as per other relevant IS/B$/NBC codes, as per industry standards and its results are within permissible limits, v. $teel for concrete- lt has been tested as per I$ 2062:20'11 or as per other relevant ISIB$INBC code or a$ per industry standards for tensile strength, elonEation and gauge length etc" and its results are within pennissible limits. vi. Testing of Other materials Other materiats like sand, crushed sand, floor tiles, fixtures and {ittings, pipes and sanitary fittings etc. (List out all items) used in this project conform to rCIlevant l$lB$/NBC code or as per standards laid down by the industry ior a particular material. 2. Workmanship:- ll we hereby certifu that work has been carried out under our supervision. We furth*r ce*ify 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 installationlother electrical installations have been canied out under authorizedlregistered electrical engineer and its records has been maintained. The materials used conform to the relevant l.S/ B.Sl National Building codes or as per industry standards. - 4" $tructural engineer: Promoters has engaged structural engineer Mr. Abhay v Bhadlikar having office cell no 9422752529 The structural design of buildings in this project has been done under his supervtsion. He has checked the soil report before laying PCC for foundation in consultation with soil consultant. The formwork and concrete mix design has been done as per is 10262:2009 or as per other relevant codes as applicable" His periodic checks and certificates for STABILITY and SAFITY have been kept on record. 5. Preservation of records: * Record of all test results of this project have been properly kept in the prescribed formats and will be preserved at least up tc the defect liability period or for the period as required by any other provision of law 6. Flease specity materials or any other item of work which were not conforming to the standard specifications and which were not rejeded. Yours Faithfully, & Signature of Engineer FIEMA${T B.ISAI Consultir:g Englneer f 38il,lsi Floor, Near Fsnat !"lospltai,ffi hu,f * License i,lo.-SStt$