FORM-2A
                       ENGINEER'S CERTIFICATE FOR QUALITY ASSURANCE
                                   (Site Supervisor's Certificate)
-fo.
M/s. Rishabraj Balaji Infra.
l0l, Ra.i Bhavan.
Daulat Nagar. Road No. 9.
Borivali ([:). MLrrnbai- 400066

O U a I i Q,,ASSS ra n S"g.               fi c a!,q
                              -C-p ::ti
(Certificate no I for the quarter ending December 2019)
Subject: Certificate for quality of rnaterials used and quality of Construction and workmanshipfor
the Work of Building having Single Wing of the Phase I of the Project [MahaRERA Registration
Number applied forl situated on the Plot bearing CTS No. 2678.2618/l ro 3, 2619,267911 ro 3
dentarcated by its boundaries. CTS No.2677 to the Nor1h.2680 to the South,2673 to the East & 9.15
Mtr wide Daulat Nagar Road No. 7 to the West ol'Division Eksar village. Road No. 7, Daulat Nagar,
Borivali (E). Murrbai - 400066 adnreasuring 425 sq.rnts. area being developed by M/s. Rishabraj
Bala.ji lnfia.

Reference: MahaRERA Registration Nurnber- Applied

Sir.

IGanesh Roy have undertaken an assignrnent of supervision of this real estate project.

l. Our Responsibility: -
'['o
   carry out tlre work in accordatrce with the developnrent perrnission and as per the approved plarr
and submit ceftificate of supervisiorr 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 ol practice.

I . M.4te-.d.al Testin g:-

l/ we. have applied fbllowing mandatory checks on the basic materials. used in the construction.
i. Cement-

It has beerr tested for its fineness. soundrress. setting time. compressive strengtlr etc. as per IS code
35i5:1986 or as per other relevant lS/85NBC code. oras per industry standards and its results are
within the pernrissible limits.
ii. Coarse aggregate -
It has beett tested, for deleterious nraterials. clay lumps. crushing value, impact value as per lS
243011986 or as per otlrer relevant IS/BSNBC code or as per industry standards and its results are
within the perrnissible limits.
iii. Bricks/ blocks -
They have been tested for water absorption, crushing strength etc. as per lS 5454: 1 978 or as per other
relevant IS/85/NBC code oras per industry standards and its results are within permissible limits.

iv. Concrete/ Ready-mix Concrete-
It lras been tested for compressive strength for various periods as per l5 456:2000 and lS ll99 or as
per other relevant IS/BS,NBC codes. as per indLrstrv standards and its results are within permissible
limits.
v. Steel for concrete-
It has been tested as per lS 2062:201 I 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 {ittings. pipes and sanitary fittings etc.
(List out all items) used in this project corrform to relevant lS/BSA'JBC code or as per standards laid
do.wn by tlie lrrdustry for a particular material.

2. )Vorhmansltipi:

I/ we hereby certify that work has been carried out under our supervision' We furlher certify that
workmalship 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/refistered electrical engineer and its records has been maintained. The
materials used conform to the ,.i"runt l.S/ B.S/ National Building codes or as per industry standards.

4. Structural engineer: -
promoters has engaged structural engineer Mr. Ganesh Roy havingotllce no 31. Gokul CHSL. M' G'
Road, opp. Hariom Plaza, Boriavali (E), Mumbai - 400066.- cell no 98000321 l3

The structural design of buildings in this pro.iect has been done under his supervision. He has checked
the soil report before Iaying pdc for foundation in consultation with soil consultarrt. The formwork
and concrete mix design has beerr done as per ls 10262:2009 or as per other relevant codes as
applicabte. 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 otlrer itenr of work which were not confbrming to the starrdard
 specifications and which were not rejected.


                                                                                            Yottrs l"aithltrllY.
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                                                                                    t""AL:ry
                                                                 Signature of Eng-ineer
                                                                                           H!1   L;:fj."l
                                                                                      License no.(if anY) NA
                                                                                      Phone'iiJ#t?i',"#