Mr. S{andar A" Salvi B.E.Ciwit Flat No. B 25, Suyojit t awrls phase II, lx Rathi Arnari, Near Mahatma Nagar, Nashik-422OO7. Mob. No. 8275023778 Email - mandarsalviT l@gmail.com FORM.2A I See Maha RERA order no. of 201g] ENGINEER'S CERTIFICATE FOR QUALITY ASSURANCE {site supervisor,s certificate) To, The Directors Sun Infrastructure PW. Ltd., F-1l2, Suyoiit Heights, Opp. Rajiv Gandhi Bhavan, Sharanpur Road, Nashik Qualitv Assu rance Certificate (Ce*ificate no F516000191 06 for the quarter ending March-2019) Subject: Certif,r:ate for quality of materials used and qL,ality of Construction and workmanship for the Work of "Suyoiit Viridian Vallis Phase-II, E-5, VIVIDE" No. of Buildingfs) 1 of rhe project situated on the Plot bearing Out of Survey No. S,No.145/1, S.No.14S/3, S.No.149/1, S,No,149l2, S.No.151, S.No.152, S.No,155/2, (latitude and longitude of rhe end points) 12 MTRS ROAD to the North, BUILDING E8 AND pRoposED BUILDING E7 to the south, pRoposED BUILDING E6 to the East, BUILDING E4 to the West of Division Nashik Situated at Village Makamalabad, Taluka & District Nashik, within the jurisdiction of Sub Registrar Nashik, and within limits of Nashik Municipal Corporation, Nashik, PIN 422007 admeaslring 2867.04sq.mts. area being developed by [Sun Infrastructures Pvt. LtdI Reference: MahaRERA Regist.ation Number- P5 1 6000 1 91 06 Sir, I Mr. Mandar Salvi 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 p'an 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 1. Material Testinq:- llwe. have applied following mandatory checks on the basic materials, used in the construction. i. Cement- It has been tested for its fineness, soundness, setting time. compressive ls code 3535:1986 or as per other relevant lslBs/N-BC code. or as per strenglh etc. as per inouJtnT sianoards and its results are within the perrnissible limits. ii. Coarse aggregate - It has been tested, for dereterious materiars, cray lumps, crushing varue, impact varue as per.lS 2430 1 1986 or as per other relevant ls/BSINBC code or ai per inousiry staniaros and its results are within the permissible limits. i ii. Bricks/ blocks - They have been tested for water absorption, crushing strength etc. as per ls 54s4:197g or as per other reievant lSl85/NBC code o. as per industry standards and its results are within permissible limits. iv. ConcretelReady-mix Concrete- ll has been tested for compressive strength for various periods as per 15 456:2000 and ls 1199 or as per other relevant IS/BSINBC 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 |S/BS/NBC 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 fittings, pipes and sanitary fittings elc. (List out all items) used in this project conform to relevant iSleSiNaC code or as per standards laid down by the industry for a particular material. 2. Workmanshi p:- l/ we hereby certify that work has been carried out under our supervision. We further certiiy that workmanship and quality is satisfactory and up to the mark and the work has been acceiltable within the permissible limits oi deviations as per re'evant code of practice, 3. Electrical Materials and workmanship: - Works of all the electrical wiring/con nections/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.S7 B.S/ National SuitOing cooes or as per industry standards. 4. Structural engineer: - Promoters has engaged structural engineer M/s. Shanghvi & Associates Consultants pvt Ltd having Licenses no havin! office no O222614iSiZ-.-"-- The skuctural design of buildings in this project has been done under his supervision. He has checked the soil report before laying PCC for toundation ,n cons{.lliation with soil consultant. The formwork and concrete mix design has been done as per ls 1oz6z:2009 or as per other relevant codes as applicable. i-lis periodic checks and certificates for STABILITY and SAFETY have been kept on r ecord 5. Preservation of records: - Record of all test resulls of this project have been properly kept in ihe prescribed formats and will be preserved at least up lo lhe defecl liability period or ior the period as required by any other provision of law 6. Please speciiy materials or any other item of work which were not conforming to ihe standard specifications and which were not rejected. Yours Faithfully, 1,U," Signature of Engineer (Site Supervisor) Mr. Mandar Salvi Phone no.8275A23778 Place: Nashik