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 : 04/01/2020

       The GAJANAN HEIGHTS CO OP HOUSING SOCIETY LTD
           SR NO 313/1/2, PLOT NO. 31+32+33,
           NEAR ANJALI LAWNS, NARHARI NAGAR, PATHARDI
           NASHIK-422009.




                               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)/ 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. 313/1/2 PLOT NO. 31+32+33 demarcated by its boundaries (latitude and longitude
of the end points) 9.00 M ROAD to the North, PLOT NO. 30 to the South, PLOT NO. 34 to
the East, 9.00 M RODA WIDE to the West of Division Nashik village PATHARDI Shiwar
taluka Nashik District Nashik PIN 422010 admeasuring 554.18 Sq mtrs. area being developed
by

[Promoter’s Name: GAJANAN HEIGHTS CO OP HOUSING SOCIETY LTD]

Reference: MahaRERA Registration Number- P51600023267

Sir,

I TARKESHWAR SHANKAR PANDIT 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
ptan and submit certificate of supervision of work and to carry out material testing in-situ or in
ihe authorized laboratory and to ensure quality of work and workmanship as per prescribed
specifications, and as per NBC and or other relevant code ofpractice'

1'Me!@Lles!!ry:-
    I/we, have applied fotlowing 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/BSABC 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 -
    They have been tested for water absorption, crushing strength etc. as per IS 5454:1978 or as
per other relevant IS/BS,AtrBC 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
1199 or as per other relevant IS/BSNBC 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/BSA{BC 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
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:-

    V we hereby certify that work has been carried out under our supervision. We further ceftify 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 canied out under authorized/registered electrical engineer and its records has been
    maintained. The materials used conform to the relevant l.S/ B.S/ National Buildins codes or as
    per industry standards.

    4. Structural engineer:   -
       Promoters have engaged structural engineer Mr.Yogesh Ashok Thatte having Licenses no.
    N.M.C. - 50 having office no C-2. Anand Bhakti Sankul. Near Ruturans Bhavan .Nashik
    Road- 422101.

        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.

    l) NONE

                                                                Yours Faithfullv.



                                                                  4t^o.fu< .i&"t
                                                                Site Supervisor
                                                                Name: TARTSSHwAR sHANKAR pANDtr
                                                                Place : Nashik