FORM-2A

                      t See MahaRERA order no. of 20181

       ENGIIIEER'S CERTIFICATE FOR QUALITY ASSURANCE
                         (Site Supervisor's Certilicate)


To,
The ADHIKARIENGINEERING PVT LTD
435, Avior, Nirmal GalaxY, LBS Road,
Mulund (West), Mumbai 400080
                          Oualitv Assurance Certificate
              (Certi{icate no lfor the quarter ending 3lll2l202l)

Subject : Certificate for quality of materials used and qualify of Consqrqiol and
workmanship for the Work of Maharashtra Mandir No. of Building(s)/Rehab and
Sale Wings(i) of the lstphase of the project situated on the plot bearing C. S.
No./C.T.S. No/ Survey No./Final plot no. 231A (pt), 234,234(1' ro l4),235,235(l
to 6),236,236(l ro 7), 133.1,1331 (1 to 10) demarcated by its boundaries of North,
adjoining slum, South t3.40 m wide existing road, East 27.45m wide D'P' Road,
West adjoining Nalla, of Village Kanjw, Taluka Kurla, Mumbai. Admeasuring
 1680.15 Sq. Mtrs. Plot area being developed by IWs. Adhikari Engineering PVT Ltd'

Reference : MahaRERA Registration Number- P5 1 800024024

Sil,

I have undertaken an assigffnent 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
approvid plan aad submit certifrcate of supervision of work and to carry out material
testing in+itu or in the authorized laboratory and to ensure quality of work and



 l Material Testing :-
 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 1S/85A{BC 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 lS 243011986 or as per other relevant IS/BSAIBC 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 lS
5454:1978 or as per other relevant 1S/854{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 l5 456:2000
and 15 1199 or as per other relevant IS/BSA{BC codes, as per industry standards
and its results are within permissible limits.

v, Steel for concrete-

It has been tested as per IS 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 {ittings, pipes and
sanitary fittings etc. (List out all items) used in this project conform to relevant
IS/BSATBC code or as per standards laid down by the lndustry for a particular
material.

2. Workmanship:-

I/ we hereby certiry that work has been carried out under our supervision. We further
certi$r 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
ofpractice.
3. Electrical Materials and workmanship:       -
works of all the electrical wiring/connections/lift installation/other electrical
installations have been carried out under authorized/registered electrical engineer
and its rQcords 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 has engaged structural engineer M/s. Nexus Project Solution Pvt-Ltd.
                                                                                       as

structural consultant. having Licenses no. having office Rowhouse no. 4, Dheeraj
Savera, opp. SiddharthaNagar, Boriwali East Mumbai -66 cell no'9930129631

The structural design of buildings in this project has been done under
his supervision. He h-as 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 1Q262:2009 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 oth'er provision of iaw

 6. Please specify materials or any other item of work which were not conforming
 to the standard speciflcations and which were not rejected.



                                                                       Yours Faithfully,

                                                                    /-"'d''            I
                                                                  /nt''
                                                              /
                                                       Namd SATISH S ADIIIKARI
                                                           License no. : A/37/SS-III
                                                           Phone no.022-25620506 I 07
                                                                       Place: Mumbai