FORM - 2 A
                                 [ see MahaRERA order' NO.5 of 2018 ]
          ENGINEER'S CERTIFICATE FOR QUATITY ASSURANCE
                                       (site supervisor's certificate)
                                        (To be uploaded quarterly)

To,
The Kalyan Toll Infrastructure Ltd.
Kalyan Samruddhi Apartment, Dhruva Nagar, Gangapur Road, Nashik 422010.


                                     Quality Assurance Certificate

               (Certificate No. P51600011079 for the quarter ending October-December   2018)

Subject: Certificate for quality of materials used and quality of Construction and
workmanship for the Work of KALYAN SAMRUDDHI APARTMENT No. of Building(s) 01 Wing(s)
of the phase of the Project situated on the plot bearing Sr. No. 58/1 +211 Final Plot No. 30+32,
Dhruva Nagar, Gangapur Road, Nashik 422010.demarcated by its boundaries PLOT NO 29+31 to
the North 30ft Road to the South 30ft Road to the East 100ft Road to the West of Division NASHIK
Village NASHIK Taluka NASHIK District NASHIK PIN 422010 admeasuring 1000.10 sq.mts. area
being developed by MIs. Kalyan Toll Infrastructure Ltd.


Reference: MahaRERA Registration No. P51600011079

Sir,

II We Mr.         Su-resh v. Oe.sbh1u.kb            have undertaken an assignment of supervision
of this real estate project.

Our Responsibility: To carry out the work in accordance with the development approved
permission and as 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 Testing: II We, have applied following mandatory checks on the basic
          materials, used in the construction.

          i)    Cement-



hva G.uOay
             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/85/NBC code,
             or 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/BS/NBC code or as per
            industry standards and its results are within the permissible limits.

   iii)   Bricksl Blocks -
             They have been tested for water absorption, crushing strength etc. as per IS
              5454:1978 or as per other relevant IS/85/NBC code or as per industry standards
              and its results are within permissible limits.

   iv)Concrete I Ready-mix Concrete -
         It has been tested for compressive strength for various periods as 456:2000 and
         IS 1199 or as per other relevant ISIBS/NBC codes, as per industry standards
         and its results are within permissible limits.
   v} Steel for Concrete -
         It has been tested as code or as per IS 2062:2011 or as per other relevant
         Is/Bs/NBC 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/BS/NBC code or as per standards laid down by the industry for a
             particular material.

2. Workmanship: - II 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 wiringl
   connections /Iift installation electrical installations have been carried out under
   authorized /registered electrical engineer and its records has been maintained. The
   materials used conform to the relevant I.S/ B.S/ National Building codes or as per
   industry standards.

4. Structural Engineer: - Promoters has engaged structural engineer e)~             .DEL)Ac~tr1
 S'j'-¬ ~<"'I-.)tl9'L CO ,dS1.)(16},(,'having
                                            Licenses No. having Office
    q{; rf~..r;}!::.
     Cell No.                          _

   The structural design of building(s) 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 Is
   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.
       i)                     --NA--                                          _

        ii)                                                                         _

       iii)                                                                        _



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   Yours Faithfully,



            s V OA\;\'\..i.v\'u~~\.iI-L
   Signature of Engineer (Site Supervisor)
   Name: ...::"""" e...c'V-I V f'> M hNl\i\ ~v,
   License No. (if any)                            _
   Phone No.        9 '2. '1..'1-0 "3 0 '2.. 7 CO)
   Place: Nashik