, I I FORM-2A I See MAIIARERA order no. of 2018] ENGINEER'S CERTIFICATE FOR QUALITY ASSURANCE (site supervisor's certifi cate) (To be uploaded quarterly) To, The ADIIIKARI ENGINEERING PVT LTD ,'\. ' )\.". 435, Avior, Nirmal Galaxy, LBS Road, Mulund (West), Mumbai 400078 1i Ouality Assurance Certifi cate (Certificate no lfor the quartel ending 3110312024) Subject : Certificate for quality of materials used and quality of Construction and workmanship 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.6inal plot no. z3\4. @+), 234, 234(l to 14), 235,235(1 to 6),236,236(l to7), 1331,1331 (l to l0) deimarcated by its boundaries of North, adjoining slum, South 13.40 m witle existing road, East 27A5m wide D.P. Road, West adjoining Nalla, of Village Kanjur, Taluka Kurla, Mumbai. Admeasuring 1680.15 Sq. Mtrs. Plot area being developed by lWs. Adhikari Engineering PVT Ltd. Reference: MahaRERA Regishation Number- P5 1 800024024 Sir. I havetndertaken 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 approvedt'lan and submit certificate ofsupervision ofwork and to carry out material testing in-situ or in the authorized laboratory and to ensurb quality ofwork and | . lVlaterial, Testine :- I/we, have applied following mandatory checks on the basic materials, used in the construction. ,1 ff i, Cement- It has been tested for its fineness, soundness, setting time, compressive strength etc. as per IS code 3 535:1986 or as per other relevant 1S/85AIBC code, or as per industry standards and its results are within the permissible limits. ii. Coarse aggregate - Ii has been tested, for deleterious materials, clay lumps, crushing value, impact value as per 15 243011986 or as per other relevant IS,tsSAIBC code or as per industry standards and its results are within the permissiple limits. " iii. Bricks/ blocks - 'i:' 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 for,various periods as per 15 456:2000 and 1S 1 199 or as per other relevanJ Is,tssn lBC codes, as per industry standards and its results are within permissible limits. '1 v. Steel for concrete- It has been tested as per IS 2062:201I or as per other relevant ISIBSAtrBC 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 {ittings, pipes and sanitary fittings etc. (List out all items) used in this project conform to relevant IS/BS/i{BC .od. ot ai per standards laid down by the lndustry for a particular material. 2. Workhanship:- I/ we hereby certifr that work has been carried out under our supervision. We further certiry 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 reievant code of practice. '- -/ 3. Electrical Materials and lvorkmanship: - 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 mateiials iised conform to the relevant LS/ B.S/ National Building codes or as per industry standards. 4. Strrictu ral engineer: - Promoters has engaged structural engineer M/s. Nexus Project Solution Pvt.Ltd. as Structural Consultant. having Licenses no. having office Rowhouse no. 4,Dheerai Savera, opp. Siddhartha nagar, Boriwali East Mumbai -66 cell no.9930129631 The structural design of buildings in this projeoi.r has been done under his supervision. He has checked the soil report before. ldying PCC for foundation in consultation with soil consultant. The formwork and' toncrete 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 formats and will be preserved at least up to thedefect liability period or for the period as required by any other provisionof law 6. Please speciff materials or any)other item of work which were not conforming to the standard specifications and which were not rejected. Yours Faithfully, ,'o N6me: SATISII S ADHIKARI License no.: A/37lSS-ilI .i Phone no.25620506 Place: Mumbai