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


To,
Bhaishree Ventures LLP,
Plot No:29/45, Bhaishree Chambers,
Beside Zambad Bunglow,Kamgar Chowk,
Cidco N-2, Aurangabad
                              Quality Assurance Certificate
               (Certificate no GB-2/21-22/1 for the year ending 31/03/2022)


Subject : Certificate for quality of materials used and quality of Construction and workmanship for
the Work of Row House No.C-1 to C-8 & D-1 to D-8 on Plot No.2/65 and 2/70, Gut No. 57, Village
Sawangi,,Taluka Gangapur District Aurangabad of the Project “Geetaban Phase 2” situated on
the Plot No.2/65 and 2/70, Gut No. 57, Village Sawangi,,Taluka Gangapur District Aurangabad
[MahaRERA Registration Number P51500025486] demarcated by its boundaries to the

North - Plot No.2/62
South - Plot No.2/75
East      - Part of the Same Gut Number, 12 Mtr wide Road
West     - PLOT NO.2/58 to 2/47

Village Sawangi,,Taluka Gangapur District Aurangabad Plot no.2/65 admeasuring
501.12 sq.mts. & Plot no.2/70 admeasuring 542.32 sq.mts. area being developed by BHAISHREE
VENTURES LLP

Reference: MahaRERA Registration Number- P51500025486
Sir,
I Sachin Singikar 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 {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:-
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 Er. Izhar Ahmed of M/s Annex
Consultants.
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 works which were not conforming to the
standard specifications and which were not rejected.
Nill
                                                              Yours Faithfully,




                                                         Name: Sachin Singirkar