FORM-2A
                          [See MahaRERA order no. of 2018]
             ENGINEER’S CERTIFICATE FOR QUALITY ASSURANCE
                             (site supervisor’s certificate)

To,
SHREE AHUJA PROPERTIES PRIVATE LIMITED,
Rajpipla, Opposite Standard Chartered Bank,
Linking Road, Santacruz (West)
Mumbai – 400 054



                             Quality Assurance Certificate
                         (Certificate No. 1 for the F.Y. 2020-21)

Subject :    Certificate for quality of materials used and quality of Construction and
             workmanship for the Work situated on the plot bearing C. S. No./C.T.S.
             No./ Survey No./Final plot no.CTS No 1651, 1653 & 1654 of village
             Bandra – C situated at Dr. Ambedkar Road Bandra (W) Mumbai
             demarcated by its boundaries (latitude and longitude of the end points)
             CTS No 1650 Jeevan Jagruti to the North_ CTS NO 1655 &1656
             Kenwood CHS Pvt. Ltd. to the SouthCTS No. 1652 Ambedkar Road
             tothe East CTS No. 1348 Narang House -40 to the West of Division
             admeasuring 4080.30 sq.mtrs. Area being developed byShree Ahuja
             Properties Private Limited

Reference: MahaRERA Registration Number- P51800023040
Sir,
I,Shyam J Hemrajani 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
1. 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 lS/85/NBC 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/BS/NBC 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 lS/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 1199 or as per other relevant IS/BS/NBC 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/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
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/BS/NBC 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 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    Global   Engineering    Service
having Licenses no. STR/G/101.
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 rejedcd.
N.A


Yours Faithfully,




Signature of Engineer (Site Supervisor)

Name: Shyam J Hemrajani
License no.: H/18/SS-1
Place: MUMBAI