Mr. Mandar A. Salvi B.E.Civil Flat No. B-25, Suyojit La.wns phase-Il, Rathi Amari, Near Mahatma Nagar, Nashik-422OO7. Mob. No. 8275O2377a Email - mandarsalvi Z L@gmail. corr. FORM.2A I See Maha RERA order no. of ZOIS| ENGINEER'S CERTIFICATE FOR QUALITY ASSURANGE (site supervisor,s certificate) (To be uploaded quarterly) To, The Directors Sun Infrastructure Pvt. Ltd., F -L / 2,Suyojit Heights, Opp. Rajiv Gandhi Bhavan, Sharanpur Road, Nashik Qualitv Assurance Certificate (Certificate No P51600019048 for the quarter ending Sept-201g) Subiect: Certificate for quality of materials used and quality of Construction and workmanship for the Work of "Suyoiit Viridian VaIIis Phase-II, E-3, VMDE" No. of Building(s) 1 of the project situated on the PIot bearing Out of Survey No. S.No.l45/L, S.No.145/3, S.No.149/1, S.No.149/2, S.No.151, S.No.152, S.No.tS5/2, (latitude and longitude of the end points) t2 MTRS ROAD tO thc NOTth, BUILDING EB tO thc SOUth, PROPOSED BUILDING E4 tO thE EASI, BUILDING E2 to the West of Division Nashik Situated at Village Makamalabad, Taluka & District Nashih within the jurisdiction of Sub Registrar Nashik and within limits of Nashik Municipal Corporation, Nashi[ plN 422007 admeasuring286T.O{sq.mts. area being developed by [Sun Infrastructures pvt. Ltd] Reference: MahaRERA Registration Number- ps160001 g04g 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 plan and submit certificate of supervision of work and'to carry out materiaitesting in-situ or in the authorized laboratory and to ensure quality of work and 1. Material Testing:- following mandatory checks on the basic rnateriats, IyRrllXnapplied used in the i. Cement- It has been tested for its fineness, soundness, per ls code 3535:1986 or as per other settilg time, compressive strength etc. as relevant lblsslNgc code, or as per industry and its results are within the permissible standards limits ii. Coarse aggregate - It has been tested, for deleterious materiats, clay lumps, crushing value, impact value as per ls 243u 1986 or as per other relevant rsBdlNBc code or as per industry standards and its results are within the permissible limits. iii. Bricks/ hlocks - They have been tested for water absorption, crushing strength etc. as per ls 5454:1g78 as per other relevant lsi8s/NBC code or or b"iinJustry standards and its results are within permissible Iimits. "" iv. Goncrete/Ready-m ix Concrete_ It has been tested for compressive-strength for various periods as per 15 456:2000 and 1199 or as per other relevant ls/BSlNBC."our,lr"per ls 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 strensth, elongaiion ,no srrg. r"nsth #fffitfif,:lilff,,Hrtensile and its resufts lre "ic. vi. Testing of Other materials other materials like sand, crushed 3and, floor tiles, fixture.s and ffittings, pipes and sanitary fittings etc' (List out.all items) used in.thig per standards laid down by the industry niojecGniom to retevant ibTgslNec code or as for a'particuiar material. 2. Workmanship:- l/ we hereby certify that work has been carried out that workmanship..and quality is satisfactir;il und.er our supervision. we further certify acceptable within the permissible limits of rp'to the mari work has been deviatio,'',J". per relevant"nJin. code of practice. 3. Electrical Materials and workmanship: _ works of all the electricat wiring/connections/lift installation/other been carried out under author]zedlregistered electrical installations have engineer and its records has been "l".iii."r r.s/B.s/ rv"tLn"r Buirdins used conro-rm to the-rer""rrt *11t:iffil.lJ"rffij:'f5f cod;;, 4. Structural engineer: - Promoters has engaged structural engineer M/s. shanghvi & Associates consultants pvt Ltd having Licenses no having office no O2226144g32. 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 consufiation 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 srABlLlrY and sAFEry have been kept on record. 5. Preservation of records: - Record of all test results of this project have been property kept in the prescribed formats and will be preserved at least up to the defect liability period or ior 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.8275023778 Place: Nashik