FORM-2A
                           [See MahaRERA order no. of 2018]
             ENGINEER'S CERTIFICATE FOR QUALITY ASSURANCE
                             (site supervisor's certificate)
                               (To be uploaded quarterly)
To,
Ashoka Infraways Limited
(Ashoka House, Ashoka Marg, Ashoka Nagar, Nashik- 422011, Maharashtra, India)
                             Quality Assurance Certificate
                (Certificate no 01 for the quarter ending June'2020)

Subject : Certificate for quality of materials used and quality of Construction and
workmanship for the Work of Royale for Construction of 01 building, A Wing of the 2
Phase situated on the Plot bearing C.N. No/CTS No/Survey no.! Final Plot no
nol2ll/1/2(P) to 12/1!1/6(P) demarcated by its boundaries (latitude and longitude of
the end points) Adj. Layout LND/WS/351 to the North, 12m pathway to the South,
Open Space to the East, 18 m DP road to the West of Division Wadala, Village
Wadala, Taluka Nashik , District Nashik, PIN 422006 admeasuring 1824.18 sq. mtr
area; along with 1006sqm of open space out of total land area of 8300sq.m. being
developed by Ashoka Infraways Limited

Reference: Maha RERA Registration Number- P51600008360
Sir,
I Sushant Gorwadkar 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 Testinq
I , 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 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 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 IS 5454:1978
or as per other relevant ISI85INBC 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 ISIBSINBC codes, as per industry standards and its
results are within permissible limits.
v. Steel for concrete-
It has been tested as per IS 2062:20 1 1 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 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 l.S/ B.S/ National
Building codes or as per industry standards
4. Structural engineer: —
Promoters has engaged structural engineer Mr Santosh Kathe having Licenses no. —
NMC Reg. No.-127 having office no - +919881200709 cell no - +917588553411
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 Is 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.


                                                                           Yours Faithfully,




                                                Signature of Engineer (Sit(Supervisor)
                                                              Name: Sushant Gorwadkar
                                                                 License no.(if any): NA
                                                              Phone no.+9 19890608500
                                                                          Place: Nashik