FORM-2A
                             See MahaRERA order no. of 2018
                ENGINEER'S CERTIFICATE FOR QUALITY ASSURANCE

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

 TO,
 The SHRI GOVINDA PROPERTIES,

Through partner Subhash Nanakram Talda
                              Quality Assurance Certificate
         (Certificate no 03/30/06/2021 for the quarter ending 30/06/2021)
                                                               of Construction and
Subject: Certificate for quality of materials used and quality
workmanship for the Work of Land Development the project situated on the plot bearing
                                                                    PT 56/4 56/5 57/3
C. S. No./C.T.S. No./ Survey No./Final plot no. 52/2-A 53/2 PT 56/1
57/4 PT 58 PT Mouje Rahatgaon demarcated by its boundaries (latitude and longitude
of the end points) Other Field S.No 56 to the North Other Field S.No 52 to the South
Service Road And National Highway No. 9 to the East Other Field S.No 53 to the West of
Division Amravati village Amravati taluka Amravati District Amravati PIN 444601
admeasuring 48087.22 sq.mtrs. area being developed by\
SHRI GOVINDA PROPERTIES

Reference: MahaRERA Registration Number- P50300027701

Sir,
I Subhash N. Talda 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 have applied following mandatory checks on the basic materials, used in the
construction.
i. Cement
t has been tested for its fineness, 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 results are within the permissible limits.
ii. Coarse aggregate
It has been tested, for deleterious materials, clay lumps, crushing value, impact value as
per IS 243011986 or as per other relevant lIS/BS/NBC code or as per industry standards
and its results are within the permissible limits.
ii. Bricks/ blocks -

They have been tested for water absorption, crushing strength etc. as per IS 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
 IS 1199 or as per other relevant IS/BS/NBC codes, as per industry standards and its
 resuts 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 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 1.S/ B.S/ National
Building codes or as per industry standards.
4. Structural engineer:-
Promoters has engaged structural engineer Mr.Pankaj V. Bajaj having Licenses
no.19849 having cell no 808730530.
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 1.S
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 ofrecords:
Record of all test resuts 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
                                                                             Yours Faithfully,
                                                                      Signature of Engineer
                                                                       Name: Pankaj V. Bajaj
                                                                      Phone no.8087300530
                                                                              Place: Amravati



                                                                            B.E.CIvi,
                                                                            Teelrsiucture
                                                                           Lic.No.19849

                                                                           RAV