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 : 02/01/2020

The VASANT SHIVAJI VASANI &
       58 SHUBHAM BUNGLOW KRISHNA NAGAR,
       OLD ADGAON NAKA, PANCHAVATI,
       NASHIK-422003

                                 Quality Assurance Certificate

                     (Certificate no 2 for the quarter ending 31/12/2019)

Subject : Certificate for quality of materials used and quality of Construction and
workmanship for the Work of 01 No. of Building(s)/ 02 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. 172, PLOT NO. 45+46+47+48 demarcated by its boundaries (latitude and longitude
of the end points) PLOT NO 44 to the North 9 MT to the South PLOT NO- 17,18,19,20
 to the East 9 MT to the West of Division Nashik village Nashik Shiwar taluka Nashik
 District Nashik PIN 422003 admeasuring 822.87 sq.mtrs. area being developed by

[Promoter’s Name: Vasant Shivaji Vasani & Pankaj Vasant Vasani ]

Reference: MahaRERA Registration Number- P P51600021407

Sir,

I PANKAJ VASANT VASANI                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.
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 1. Material Testing :-

     llwe, 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/BSNBC code, oras 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
lS 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 -
    They have been tested for water absorption, crushing strength etc. as per IS 5454:1978 or as
per other relevant IS/BSA{BC 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
llgg or as per other relevant IS/BSAIBC 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/BSNBC code or as per
industry standards for tensile strength, elongation and gauge length etc. and its results are within
                                                               I
permissible limits.

vi. Testing of Other materials
      Other materials like sand, crushed sand, floor tiles, fixtures and fittings, pipes and sanitary
fittings etc. (List out all items) used in this project conform to relevant IS/BSA{BC code or as per
standards 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 of deviations as per relevant code of practice.
/



    3. Electrical Materials and workmanship: -

        works of all the electrical wiring/connections/lift installation/other electrical installations
    have been carried 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 ind ustry standards.

    4. Structural engineer: -

        Promoters have engaged structural engineer Mr.Chimanbhai Dhaniibhai Patel
    having Licenses no. N.M.C. - 31 having office no. 202, Navrang Complex. Pune Ro4d.
    Dwarka. Nashik-422011 cell no. 0253-2592539.

         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 done as per ls 10262:2009 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 rejected.

    r ) NONE


                                                                                       Yours Faithfully.




                                                                         Site Supervisor
                                                                         Name: Pankaj Vasant Vasani
                                                                         Phone No : 90291 19595
                                                                         Place :Nashik