FORM-2A

                           [ See MahaRERA order no. 05 of 2018]

              ENGINEER’S CERTIFICATE FOR QUALITY ASSURANCE

                                 (site supervisor’s certificate)


                                   (To be uploaded quarterly)

To,                                                                        DATE : 04/07/2020

       The AMBIKA HEIGHTS APARTMENT
           SR NO 763/2/2 PLOT NO. 23.
           KARMYOGI NAGAR, UNTAWADI,
           NASHIK-422008.



                                Quality Assurance Certificate

                     (Certificate no 4 for the quarter ending 30/06/2020)

Subject : Certificate for quality of materials used and quality /of Construction and
/workmanship for the Work of 01 No. of Building(s)/ 01 Wings(s) of the --- Phase of the project
situated on the plot bearing C.S. No./C.T.S. No./ Survey No./Final plot no.-
S. NO.763/2/2/2, PLOT NO. 23 demarcated by its boundaries (latitude and longitude
of the end points) 9.00 M WIDE ROAD to the North 762/2/3/2 to the South 18.00 WIDE
RAOD to the East PLOT NO.22 to the West of Division Nashik village Shiwar taluka Nashik
District Nashik PIN 422010 admeasuring 665.20 area being developed by

[Promoter’s Name: ASHOKBHAI BATUKBHAI ADROJA]

Reference: MahaRERA Registration Number- P51600023562

Sir,

I ARVINDBHAI VASARAMBHAI PATEL have undertaken an assignment of supervision of
this real estate 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 workmanship as per prescribed
specifications, and as per NBC and or other relevant code of practice.
/



    1. Material Testine :-

        I/we, have applied following mandatory checks on the basic materials, used in the
    construction.

    i. Cement-
        It has been tested for its fineness, soundness, setting time, compressive strength etc. as per IS
    code 3535:1986 or as per other relevant IS/BS/NBC code, or as per industry standards and its
    results are within the permissible limits.

    ii. Coarse aggregate -
         It has been tested, for deleterious materials, clay lumps, crushing value, impact value as per
    IS 2430:1986 or as per other relevant IS/BSA.{BC code or as per industry standards and its results
    are within the permissible limits.


    iii, Bricks/ blocks -
        Thel have been tested for water absorption, crushing strength etc. as per IS 5454:1978 or as
    per other relevant ISiBSA.JBC code or as per industry standards and its results are within
    permissible limits.

    iv. Concrete/Ready-mix Concrete-
        It has been tested for compressive strength for various periods as per IS 456:2000 and lS
    ll99 or as per other relevant IS/BS/NBC codes, as per industry standards and its results are
    within permissible limits.

    v. Steel for concrete-

        It has been tested as per lS 2062:2011 or as per other relevant IS/BSAIBC 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 sand, crushed sand, floor tiles, fixtures and fittings, pipes and sanitary
    fittirgs etc. (List out all items) used in this project conform to relevant IS/BSAIBC code or as per
    standaids laid down by the lndustry for a particular material.
    2. Workmanship:-
/
    I/ 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 ofdeviations as per relevant code ofpractice.



    3. Electrical Materials and workmanship:      -
        works of all the electrical wiring/connectionsi lift installation/other electrical installations
    have been carried out under authorized/registered 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. Structural engineer:   -
        Promoters have engaged structural engineer Mr.Yoqesh Ashok Thatte having Licenses no.
    N.M.C. - 50 having office no C-2. Anand Bhakti S4nkul. Near Ruturans Bhavan .Nashik
    Road- 422101.

         The structural design ofbuildings in this project has been done under his supervision. He has
    checked the soil report before laying PCC for loundation 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 ceftificates 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 rejected.

    l)NONE

                                                                 Yours Faithfully,




                                                                 Site Supervisor

                                                              Name: ARVINDBHAI VASRAMBHAI PATEL.

                                                              Place : Nashik