1880, First Fioor, Near panat Hosoitar ffi nlvara cffmstrustnsru Lane No.S, DHULE - 424 aM (rvi.s.l Tel. : (02562\ O.:24A627 llil reli \l Consulting Engineers Pron, Er.Hemant lsai Da&.1A10212026 FORn6-2A [ $ee MahaRERA order no. of 2A18! ENGINEER'$ CERTIFICATE FOR QUALITY A$SURAHCE (sita supervisor's ce*ificate) To, The M/s. Vimal Developers Frop. Rajendra Vasantrao Khankari 47 87 / 1 5 Bhide Baug, Deopur, Dhu1e,424002, L Quality Assurance Certifi cate (Certificate na.84 forthe qua*er ending 24-25| $ubject : Certificate for quality of materials used and quality of Construction and workmanship for the Work of " $omvijay Fride " No. of Building(s).01 the project situated on the plot bearing C.T.$. ltlo.188 / $urvey No.574l2Plot no.39 dernarcated by its boundaries (latitude and longitude of the end points) Plot no 40 to the North, Flot no 38 to the $outh,9 Mtr Road to the East,$.No"575 to the West of Division.Nasik village Dhule (CT) taluka Dhule District Dhr.rle P1N.424001 adrneasuring.60g 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 Sir, l/ We Er Hernant B lsai have undertaken an assignrnent 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 cany out material testing in-situ or in the authsrized laboratory and to en$ure quality of work and 1. Material Testing '.- llwe, have applied following rnandatory checks on the basic materials, used in the construstion. i. Cement- lt has been tested for its fineness, soundness, setting tinne, compressive etrength etc. as per lS code 3535:1986 ar as per other relevant |S/8S/NBC code, or as pe!" industry standards and its results are within the permissible limits. ii. Coarse aggregate - lt has been tested, for deleterious materials, clay lumps, cl"ushing value, impact value as per lS 243011986 or as per other relevant ISIBS/NBC code or as per industry standards and its results are within the pennissible limits" iii. Bricks/ blocks - They have been tested for water absorption, crushing strength etc. as per 16 5454:1978 or a$ per other relevant l$/85lNBC c+de or as per industry standards and its results are within permissible lirnits. iv. OoncretefReady-mix Concrete- lt has been tested for cornpressive strength for various periods a$ per 15456:2000 and IS 1199 or as per other relevant l$/ts$lfrl$C eodes, as per industry etandards and its results are within permissible timlts. v. $teel for concrete- lt has been tested as per $ 2A62,2811 or as per oth*r relevant l$itsSlNBC code or a$ per industry standards fon tensile strength, elongation and gauge length ets. and its results are within permissible tirnits. vi. Testing of Other materiala Other materials like sand, crushed sand, flocr tiles, fixtures and {ittings, pipe$ and *anitary fittings etc. {List out all items} used in this projec{ conform ta relevant l$/B$/NtsC code or a$ per standards laid down by the industry for a particular material. 2. Workrnanship:- ll we hereby certifu that work has been carried out under our supervision. We further certify that workmanship and quality is satisfactory and up ta the mark and the work has been acreptable within the permissible limits of deviations as per relevant code of practice. 3. Electrical Materials and workmanship: works of atl the electrical wiring/connections/lift installationlother electrical installations have been carried out under aulharizedlregistered electrisal engineer and its records has been maintained. The materials used conform to the relevant l.S/ B.$l National Building codes or a$ per industry standards. 4. Structural engineer: - Promoters has engaged structural engineer Mr. Abhay V Bhadlikar having office cell no 9422762529 The structural design af buildings in this project has been done under his superuision. He has checked the soil rcport before laying FCC for foundation in consultation with eoil consultant. The formwork and concrete mix design has boen done as per ls fi262:2AA9 or as per other relevant codes as applicable. His periodic checks and certificates for $TAtslLlTY and $AFETY have been kept on record. 5. Preservation of records: - Record of all test results of this project have been properly kept in the prescribsd 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 rnaterials or any other itern of work which were not conforming to the standard specifications and which were not rejeded. Yours Faithfully, For Vl [dAt- ffi HVfi Lffi trr fi [i :: M-- $ignature of EnEineer CIN-]Rtgrc[t F{EMdE€T B"tSAl |fo.^l*' V' k horrn !