FORM-2A
                              _
                       I See MAHARERA order no. of 20181
          ENGINEER'S CERTIFICATE FOR QUALITY ASSURANCE

                           (site supervisor's certificate)
                             (To be uploaded quarterly)

To,

The ADIIIKARI ENGINEERING PVT LTD

435, Avior, Nirmal Galaxy, LBS Road, Mulund (West), Mumbai 400078

                           Oualitv Assurance Certificate
               (Certificate no l for the quarter ending 3lll2?O20')

Subject : Certificate for quality of materials used and quality of Construction and
workmanship for the Work of Maharashtra Mandir No. of Building(s/Rehab and
Sale Wings(s) of the lst Phase of the project situated on the plot bearing C. S.
No./C.T.S. No./ Survey No./Final plot no. 231A. (pt), 234,234(t to 14),235,235(l
to 6),236,236(\ro 7), 1331,13?1 (1 to l0) demarcated by its boundaries ofNorth,
adjoining slum, South 13.40 m wide existing road, East 27.45m wide D.P. Road,
West adjoining Nall4 of Village Kanjur, Taluka Kurla, Mumbai. Admeasuring
1680.15 Sq. Mtrs. Plot area being developed by IWs. Adhikari Engineering PVT Ltd.

Reference: MahaRERA Registration Number- P5l 800024024

Str,r.
      I
I hatre 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 ofsupervision ofwork and to carry out material
testing in-situ or in the authorized laboratory and to ensure quality ofwork and

l. lVlaterial Testine :-
Vwe, have applied following mandatory checks on the basic materials, used in the
construction.
i. Cement-

It has been tested for its finenesg soundness, setting time, compressive strength etc.
as per IS code 3535:1986 or as per other relevant IS/85/NBC code, or as per industry
standards and its resuits are within the permissible limits.

ii. Coarse aggregate -
It has been tested, for deleterious materialg clay lumps, crushing value, impact
value as pe. lS 243011986 or as per other relevant IS/BSAIBC iode 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 lS
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/Ready-mix Concrete-

It has been tested for compressive strength for various periods as per 15 456:2000
and lS 1 199 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 leen tested as per IS 2A62'.2O1 I or as per otier relerant IS/BS/NBC 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

Ot hel 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/BS/NBC code or as,per standards laid down by the lndustry for a particular
material.

2. Workrnanship:-

U 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 iimits of deviations as per relevant code
of practice.

3. Electrical.Materials and workmanship:
                                              -
works of all the electrical wiring/connections/lift installation/other eleckical
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 has engaged structural engineer M/s. Nexus Pro.iect Solution pvt.Ltd. as
Structural Consultant. having Licenses no. having office Rowhouse no. 4,Dheeraj
Safera, opp. Siddhartha nagar, Boriwali East Mumbai -66 cell no.9930129631

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 mx design has
been done as per ls 10262:2009 or as per other relevant codes as applicable.
His periodic checks and certificates for STABILTTy 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 bpecifr materials or any other item of work which were not conforming
to the standard specifications and which were not reiected.



                                                                   Yours Faithfully,


                                                                       ir*-'-^9
                                                        Name: SATISH S ADHIKARI
                                                             License no.: A/37lSS-m
                                                                  Phone no.25620506
                                                                      Place: Mumbai