FORM.2A
                                 [See MahaREM Order No. of 20181

                          ENGINEER'S CERTIFICATE FOR QUALIW ASSURANCE

                                    (site supervisol's certificatel
                                       (To be uPloaded quarterlY)


To,

The_Nirmiti Buildtech .
S.No.108/8. Nashik Shivar,
Na shik



                                    qualiw Assurance Certif icate

{Certificate no P51500012559 for the quarter ending-Dec- 2018)

Subject : Certificate for quality of materials used and quality of Construction and workmanship for
the Work of Town Squarre No. of Buildinc(s)/Residential Wings(s) of the ll Phase of the project
situated on the plot bearing C. S. No./C.T.S. No./ Survey No./Final plot no.108/B demarcated by its
boundaries SamDat Dhtore's Plot to the North L2 Mtr wide road to the South S.No 108 remaining
part to the East, 3omtr Peth Road to the West of Division Nashik, Village Nashik, District Nashik PIN -
422003 admeasuring 3537.10 sq.mtrs. area being developed by Land Owner Vinod Chhajed & Others
being developed by Nirmiti Buildtech

Reference: MahaRERA Registration Number- P51600012559

Sir,

l/ We Bhushan Sarda 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:-

l/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 lS code
3535;1986 or as per other relevant |S/85/NBC code, or as per industry standards and its results are
within the Dermissible 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 Dermissible limits.

iii. Bricks/ blocks -

Thev have been tested for water absorpiion, 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 1.5 455:2000 and lS 1199 or as
per other relevant lS/BS/NBC codes, as per industry standards and its results are within permissible
limits.

v. Steel for concrete-

                                                                                           per industry
It has been tested as per lS 2062:2011 or as per other relevant IS/BS/NBC code or as
                                                                                     within permissible
standards for tensile strength, elonBation and gauge length etc. and its results are
limits.

vi, Testing of other materials

othermaterialslikesand,crushedsand,floortiles,fixturesandfittings,pipesandsanitaryfittings
                                                                             code or as per standards
etc. (List out atl items) used in this proiect conform to relevant |S/BS/NBC
 laid down by the Industry for a particular material'

 2. WorkmanshiP:-


 |/weherebycertifythatworkhasbeencarriedoutunderoursupervision.Wefurthercertifythat
 workmanshipandqUaIityissatisfactoryanduptothemarkandtheWorkhasbeenacceptab|ewithin
                                                                practice
 the oermissible limits of deviations as per televant code of

 3. Electrical Materials and workmanship:    -
 worksofa||thee|ectricaIWiring,/connections/|iftinsta||ation/othere|ectricaIinstaIlationshavebeen
 carriedoutUnderauthorized/registerede|ectrica|engineeranditsrecordshasbeenmaintained.
 Themateria|susedconformtothere|evant|'s/B's/Nationa|Bui|dingcodesorasper
 industry standards.
4. Structural engineer:   -
Promoters has engaged structural engineer Mr. Milind S Rathi having Licenses no. 52 having office
no A-17l18, Sahakari Audhyogik Vasahat, M.l.D.C ,Jalgaon .- cell no --9823029679

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
recoro.

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
orovision of law

6. Please specify materials or any other item of work which was not conforming tothe standard
specifications and which were not rejected.




Yours Faithfully,


                 BHUSHADI ii. SARSA


sicn"tr.e ot
            \(w.
             M;,
                  n\, ,+/ ,.
                          (site supf,t88f t L': 3 I
Name: Bhushan H Sarda
License no.(if   any)----
Pho eno.9822o1o744
Place: Nashik