FROM - 2A ( See Maha RERA order no. S of 2018) ENGINEER'S CERTIFICATE FOR QUALITY ASSURANCE (site supervisor's certifi cate) (To be uploaded quarterly) To, S S Life spaces S S Sapphire Apartment Kholeshwar Lohiya nagar, Akola Quality Assurance Certifigate ( certificate No. 6 for the quarter endinq Julv - s,eptember. 2020 ) Subject: certificate for quality of materials used and quality of Construction and workmanship for the work of s s sapqhire Apartment No. of Building (rl ---- Wingr (s) of the ---phase of the project situated on the plot-lrlo. bearing c.s.No./c.T.s.No./survey No./Final plot no. r)razut sheet ?9 A plot l$o. 2/1 part and plot No. 53 demarcated by its boundaries ( latitude and longitude of the end points) propertv of p.Khemka & glhelto the North Plot of Lghiva to the south s s Rubv apartment to the East 9 m. Road to the west of Division amraviti vittage arola taluka Akola District Akola PIN 444001 admeasuring 1g00.20s.q.mtrs. area being developed by 9.S Life Spaces Reference: Maha RERA Registration Number -p501 OOOZOZ41 Sir, I Narendra Gawatre 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 workmanship as per prescribed specifications, and as per NBC and oiother relevant code of practice. 3. Material Testins llwe have applied follonting mandatory checks on the basic material, used in the construction. vii. 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 IS/BS/NBC code, or as per industry standard and its results are within the permissible limits. viii. Goarseaggregate- It has been tested, for deleterious materials, clay lumps, crushing value, impact value as per lS 2430:1986 or as per other relevant IS/BSINBC code or as per industry standards and its results are within the permissible limits. Brickslblocks- They have been tested for water absorption, crushing strength etc. as per lS 54il1978 or as per other relevant IS/BSINBC code or as per industry standards and its results are within permissible limits. Concrete / Ready-mix Concrete- It has been tested for compressive strength for various periods as per lS 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. xt. Steel for concrcte- It has been tested as per lS 2062:2011 or as per other relevant ISIBS/NBC code or as per industry standards for tensile strength, elongation and gauge length etc. and its results are within permissible limits. xii. 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 lS/JBS/NBC code or as per standards laid down by the industry br a particular material. 8. llUorkmanship:- llwe hereby ceftiry that work has been canied 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. 9. Electrical Materials and workmanshio:- works of all the electrical wiring/ connections / lift installation / other electrical installations have been canied out under authorized I registered electrical engineer and its records has been maintiained. The materials used conform to the relevant 1.S/B.S./ National Building codes or as per industry standards. 10. Structural engineer :- Promoters has engaged structural engineer B.A.Desai Associates having office no +91- 265-23517 66 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 consultiation with soil consultant. The formwork and @ncrete mix design has been done as per lS 1062:2009 as per other relevant codes as applicable. His periodic checks and certificates for STABILITY and SAFEry have been kept on record. 11. 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 liabiliff period or for the period as required by any other provision of law. 12.Please specify materials or any other item of works which were not conforming to the standard specifications and which were not rejected. NIL----- Yours Faithfully, Narendra Gawatre {D.c.E.} Civil Engineer & Consultants Signature of Engineer ( Site Superviso{ Name : Narendra Gawatre Mob.9423125325 Akola