Mr" Mandar A. Salvi E.E.Ctvtl Flat No. B-2s, Suyojit taws Phas,n, I Rathi Amai, Ned Mahatma Nagd, Nashik 422OO7. Mob. No. a27502377a Ema - ma.ndarcalviT l@gmait.com FORM-2A I See Maha RERA order no. of 2018] ENGINEER'S CERTIFICATE FOR QUALITY A.SSURANCE (site supervisor's certificate) (To be uploaded quartedy) To, The Directors Sun Infrastructure Plt. Ltd., F-1l2, Suyojit Heights, Opp. Rajiv Gandhi Bhavan, Sharanpur Road, Nashik Qualitv Ass!rance CeItif icate (Certificate No P51600019048 tor the quarter ending Dec-2018) Subject : Certificate for quality ot materials used and quaiity of Construction and workfianship for the Work of "Suyoiit Viridian Vallls Phase-II, E-3, VMDE" No. of Building[s) 1 ofthe Project situated on the Plot bearing Out of Survey No, S.No.145/1, S.No.145/3, S.No,149/1, S.No.149,/2, S.No.l51, S.No.152, S.No.155/2, (latitude and longitude of the end points) 12 MTRS ROAD to the North, BUILDING E8 to the South, PRoPOSED BUILDING E4 to the East, BUILDING E2 to the West ofDivision Nashik Situated atVillage Makamalabad, Taluka &DistrictNashik within the jurisdiction of Sub Registrar Nashik and within limits of Nashik Municipal Corporation, Nashib PIN 422007 admeasuring 2B67.04sq.mts. area being developed by [Sun Infrastructures Pvt, Ltd] Refe.ence: MahaRERA Registration Number- P5160001 9048 Sir. I Mr Mandar A. 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 ard as per lhe approved plan and submit certificate of supervision of work and to carry out material iesting in-situ or in the authorized laboratory and to ensure quality ol work and 1. Material Testinq :- Uwe, have applied following mandatory checks on the basic materials, used in the construction. i. Cemeht- It has been tesled for its f:neness, soundness, setting time. compressive strength etc. as per lS code 3535:1986 or as per olher relevant lS/85/NBC code, or as per industry slandards and its results are within the pe.missible limits. ii. Coarse aggregate - It has been tested, for deleterious materials, clay lumps, crushing value impact value as per lS 243011986 or as per oaher relevant IS/BS/NBC code or as per industry standards and its results are within the permissible limits- ii:. Bricks/ blocks - They have been tested for water absorption, crushing st.ength elc. as per lS 5454i1978 or as per other relevant lS/85lNBC code or as per industry standards and its results are wrthin permissrble limits iv. ConcretelReady-m:x Concrete- It has been tested for compressive strength for various periods as pe. 15 456:2000 and lS 1'199 or as per other relevant IS/BS/NBC 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 olher relevant IS/BS/NBC code or as per industry standards for tensile strength, elongation and gauge length etc. and its results are wilhin permissible limits. vi. Testing of Other materials Other materials like sand. crushed sand, floor tiles, flxtures and {ittings, pipes and sanitary fittings etc. (Lisi out all items) used in this project conform to relevanl lS/3S/NBC code o. as per standards laid down by the lndustry for a particular material. 2. WorkmanshiD:- l/ we hereby certify that work has been carried out under our supervision We further certify that woakmansh,p and quality is satisfactory and up to the mark and the work has been acceplable within the permissible limits of deviations as per relevant code of practice 3. Electrical Materials and workmanship: - works of all the electrical wiring/connections/lift installation/other electrical installations have been carried out under authorized/registered electaical engineer and its records has been maintained. The materials used conform to the relevant l.S/ B S/ National Buiiding codes or as per industry standards. 4. Structural engineer: - Promoters has engaged gtructural engineer Shanghvi & Associates Consultents pvt Lld having Licenses no. having office no_ 02226144a32 The struclural 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 applicabte. His periodic checks and certificates for STABIIITY and SAFETY have been kept on record. 5. Preservation of records: - Record of all test rcsults of this p.oject have been properly kept in the prescribed formats and will be p.eserved at least up to the defect liability period or for the period as required by any other provision of law 6. Please specity materials or any other item of work which were not conforming to the standard specifications and which were noi rejected. Yours Faithfully, g.ature of Engineer (Site Supervisor) Mr. Maadar Salvi Phore no.8275023778 Place: Nash:k