FORM-2A I See MAHARERA order no. of 2018] ENGINEER'S CERTIFICATE FOR QUALITY ASSURANCE (site suPervisor's certifi cate) (To be uploaded quarterlY) To, The ADHIKARI ENGINEERING PVT LTD 435, Avior, Nirmal Galaxy, LBS Road, Mulund (West), Mumbai 400078 Oualitv Assu rance Certificate (Certificate no lfor the quarter ending 31/03/2023) Subject : Certificate for quality of materials used and quality of Construction and workmartship for the Work of Maharashtra Mandir No. of Building(s)/Rehab and Sale Wings(s) of the lst Phase of the project situated on the plot bearing C. S. No./C.T.S. No./ Survey No./Final plot no. 231A (pt),na,B4(l to l4),235,235(1 to 6),236,236(l to 7), 1331,1331 (1 to 10) demarcated by its boundaries ofNofih, adjoining slum, South 13.40 m wide existing road, East 27.45m wide D.P. Road, West adjoining Na1la, of Village Kanjur, Taluka Kurla, Mumbai' Admeasuring 1680.15 Sq. Mtrs. Plot area being developed by M/s' Adhikari Engineering PVT Ltd' Reference: MahaRERA Registration Number- P5 1 8 00024024 Sir, I have undertaken an assignment of supervision of this real estate pioject. 1. Our Responsibility: - To carry out the work in accordance with the development permission and as per the approved plan and submit certificate of supewision of work and to carry out material testing in-situ or in the authorized laboratory and to ensure quality of work and 1. Material Testins :- I/we, have applied following mandatory checks on the basic 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 1S/85A{BC code, or as per industry standalds 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 15 243011986 or as per other relevant IS/BSATBC 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 shength etc. as per lS 5454:1978 or as per other relevant 1S/85ATBC code or as per industry standards and its results are within permissible limits. iv. Concrete/Ready-mix Concrete- It has been tested tbr compressive strength for various periods as per 15 456:2000 and 1S 1199 or as per other relevant IS/BSATBC codes, as per industry standards and its results are within permissible limits' v. Steel for concrete- It has.been tested as per ls 2062:2011 or as per other relevant ISIBSA{BC code or as per industry standhrds 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 {iftings, pipes and sanitary fittings etc. (List out all items) used in this project confo-rm to relevant IS/BS/NBC cod" o. ab per standards laid down by the lndustry for a particular material. 2. Wofkmanship:- I/ we hereby certify that work has been carried out under our supervision. W9 flrthe1 certifz 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. .e> 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 staldards. 4. Structural engineer: - Promoters has engaged structural engineer I{/s. Nexus Proj ect Solution Pvt.Ltd' as Structural Consultant. having Licenses no. having office Rowhouse no' 4,Dheeraj Savera, opp. Siddhartha nagar, Boriwali East Mumbai -66 cel1no.9930l2963l 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 record. 5. Preservation of records: - Record of all test results of this project have been properly kept in the prescribed fomats 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 specifr materials or any other item of work which were not conforming to the standard specifications and which were not rejected. Yours Faithfully, License no.: A/37lSS-III Phone no.25620506 Place: Mumbai