$&r. lllamdar A. Salvi B.E.Ctvil Flat No. B-25, Suyojit Lawns Phase-ll, K Rathi Amari, Near Mal.atma Nagar, Nashik-422OO7. - Mob. No. a275O23778 Email - mandarsalviT l@grnail-com FORM.2A I See Maha RERA order no. of 20i8] ENGINEER'S CERTIFICATE FOR QUALITY ASSURANCE (site supervisor,s certificate) (To be uploaded quarterly) To, The Directors Sun Infrastructure Pvt, Ltd., F-1/2, Suyojit Heights, Opp. Raiiv Gandhi Bhavan, Sharanpur Road, Nashik Qualitv Assurance Certificate (Certificate No P51600019048 for the qLrarter ending March-2019) Subject: Cefi;ficate for quality of materials used and quality of Construction and workmanship for the work of "Suyojit Viridian vallis Phase-II, E-3, VIVIDE" No. of Building(s) 1 ofthe project situated on the Plot bearing Out of Survey No. S.No.14S/1, S.No.14S/3, S.No.149/1, S.No.t49 /2, S.No.151, S.No.152, S.No.155/2, (latitude and longitude of the end pointsJ 12 MTRS R0AD to the North, BUILDING E8 to the south, pRoposED BUILDING E4 to the East, BUILDING EZ to the West of Division Nashik Situated at Village Makamalabad, Taluka & District Nashih within the iurisdiction of Sub Registrar Nashik, and within limits of Nashik Municipal Corporation, Nashik, plN 422007 admeasuring 2867.04sq.mts. area being developed by [Sun Infrastructures pw. Ltd] Reference: MahaRERA Registration Number- P5160001 9048 Sir. I Mr. Mandar Salvi have undertaken an assignment of supervision of lhis 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 cerlificate of supervision of work and to carry oul material lesting in-situ or in the authorized laboratory and to ensure quality of work and 1. Material Testin q:- l/we.have applied fol,owing mandatory checks on the basic materials, used in the construction. i. Cement- It has been tested for its fineness, soundness, setting time, compressive per ls code 3535:1986 or as per other reievant rs/ss/N6c strength etc. as or r" p"i rnou"iivlt"no"ro" and its results are within the permissible limits. "od., ii. Coarse aggregate - It has been tested, for dereterious materiars, cray rumps, crushing varue, impact varue as per.ls 2430'1 '1986 or as per other relevant ls/BS/NBi code or ai per inausiryitanoaras and its results are within the permissible limits. iii. Bricksl blocks - They have been tested for water absorption, crushing strength etc_ as per ls 5454:197g or as per other relevani ls/85/NBc code or as per industry slandards and its results are wilhin permissible limits_ iv. Concrete/Ready-rnix Concrete- Itftas been tested for compressive strength for various periods as per 15 456:2000 and ls 199 or as per other relevant |S/BSINBC codes. as per industry standards and 1 are within permissible limits. iti resutrs v. Steel for concrete- It has been tested as per ls 2062:2011 or as per other relevant ls/Bs/NBc code or as per indusky standards for tensile strength, elongation and gauge length etc. and its resu'ts are within permlssible limits. vi. Testing of Other materials other materials like sand. crushed sand, floor tiles, f,xiures and {fittings, pipes and sanitary fittings etc. (List out all items) used in this project confo.m to relevant rs€silrlsc code or as per standards laid down by the industry for a particular material. 2. Workmanship:- l/ 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 mark and the work his been acceptable within the permissible limits of deviations as per relevant code of practice. 3. Electracal Materials and workmanship: * Works of all the electrical wiring/connectionsllft installation/other electrical installations have been carried out under authorized/registered eleclrical engineer and its records has been maintained- The nraterials used conform to the re,evant I sIB.s/ National auiloing'"oo"s as per industry standards. o, tl. Structurai engineer: - Promoters has engaged structurai engineer Mls. shanghvi & Associates consultants pvt Ltd having Licenses no having office na 02226144132_ 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 consultaiion 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 kepl in the prescribed formais and will be preserved at least up to the defect liabil,ty period or for the period as required by any other provision of law 6. Please specify materials or any other item of work which were not conforming to the standard specifications and which were not rejected. Yours Faithfully, Signature of Engineer (Site Supervisor) Mr. Mandar Salvi Phone no.8275O2377A Placel Nashik