FORM-2A
                   I See MahaRERA order no. of 2018]
       ENGINEER'S CERTIFICATE FOR QUALITY ASSURANCE
         (site supervisor's certificate) (To be uploaded quarterly)

To,

  Asha Builders & Developers
  Project : shricharan hieghts , Akola

                            Ouality Assurance Certificate

(Certificat. no ....S.tt ...1.2..1...,.......f-or rhe quarter ending .Oa:A 442/L

Subject : Certif-icate for quality of rnaterials used and quality of Construction
and workmanship fbr the Work of 1 No. of Building(s)/ 1 Wings(s) of the first
Phase of the pro.icct situated on the plot bearing C. S.No./C.T.S. No./ Survey
No 53/A .iF-inal plot no. 22
demarcated by its boundaries (latitude and longitude of the end points)
                  60 ft layout road                    to the North
                   Remaining part of plot no 22 of
                   Mr Govindabhau Pachurkar to the South
                   Layout road                        to the East
                   Dr Sudhir Lakhdive plot              to the West

of Division NAP 34 umri pra village Urnri taluka Akola District Akola pIN
444001 adtneasuring3T9 sq.tntrs. area being developed by Asha Builders and
Develope-r

Reference: MahaRERA Registration Nurnber- P50L0000glG1-,

Sir,

I/ We Abhiieet Puri- have underlaken an assignment of supervision of this real
estate project.

1. our Responsibilify:     - To carry out the work in accordance with the
development pertnission and as per the approved plan and submit certificate of
supervision of work and to carrv out material testing in-situ or in the authorized
laboratory and to ensure qualiti, of work and

       1. Material Testing :- I/we. have applied following mandatory checks on the
         basic tnaterials, used in the construction. i. Cernent- 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/S5NBC code. or as per
   industry standards and its results are within the permissible limits.

ii. Coarse aggregate - lt has been tested, for deleterious rnaterials, clay
lumps, crushing value, irnpact 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 lirnits.

iii. Bricks/ blocks - They have been tested for water absorption, crushing
strength etc. as per lS 5454:1978 or as per other relevant IS/85AIBC 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 fbr 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 fbr concrete- It has been tested as per lS 2062:2011 or as per other
relevant lS/BSNBC 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 rnaterials like sand, crushed sand, floor
 tiles, fixtures and {ittings. pipes and sanitary fittings etc. (List out all items)
 used in this project confomr to relevant IS/BSNBC code or as per standards
 laid down by the lndustry tbr a particular material.

  2. Workrnanship:- 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 rnark and the work has been acceptable within the
 permissible lirnits of deviations as per relevant code of practice.

  3. Electrical Materials and workmanship: - works of all the electrical
                                                        installations have been
, wiring/connections/litt installation/other electrical
  carried out under authorized/registered electrical engineer and its records has
  been maintained. The rnaterials used confonn to the relevant 1.S/ B.S/
  National Building codes or as per industry standards.

 4. Structural engineer: - Protnoters has engaged structural engineer
 Mr. Vipul Neeraj Khosla, having I-icenses no.
 DDMCO/RI 2021 /APL/0040 I
 having office no. 8983735850 Cell no. 8983735850
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 fbr 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 fbrmats 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 itern of work which were not
conforming to the standard specifications and which were not receded.




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Yours Faithfully,
Signature of Engineer (Site Supervisor)
Name Abhiiit Sanjay Puri
License no.[if any ]
Phone no . 8452829406                                      Place :- Akola