Xl{r" Mandar A. Salvi B.E.Ctvil Flat No. B-25, Suyojit Lawns phasell, a T x Rathi Arnar i, Near Mahatma Nagar, Nashik-4220O7. Mob. No. a275023778 Email - mandarsalviT 1@gmail.com FORM.2A I See Maha RERA order no. ot 2018] ENGINEER'S CERTIFICATE FOR QUALITY,q,SSURANCE (site supervisor's certificate) To, The Directors Sun Infrastructure Pvt. Ltd., F-1l2, Suyoiit Heights, Opp. Rajiv Gandhi Bhavan, Sharanpur Road, Nashik Qualit Assurance Certificate (Certificate no ps16oool9os2 for the quarter ending March-2oi9) Subject: Certificate for quality of materials used and quality of Construction and workmanship for the wo.k of of "suyoiit viridian vallis Phase-II, E-6, VIVIDE" No. of Building(sJ 1 of the project situated on the PIot bearing Out of Survey No. S.No.145/1, S.No.14S/3, S,No.149/1, S.No.l49 /2, S.No.151, S.No,152, S,No.155/2, flatitude and longitude of the end points) 12 MTRS ROAD to the North, Proposed Building E7 to the South, Marginal Space and ReamingArea ofs No 145 to the East, BUILDING ES to the West of Division Nashik Situated at Village Makamalabad, Taluka & District Nashil! witiin the jurisdiction of Sub Registrar Nashik, and within ]imits of Nashik Municipal corporation, Nashill PIN 422007 adneasuring 2867.04 sq.mts. area being developed by [s-un lnfrastructures PW. Ltd] Reference: MahaRERA Registration Number- pst6ooo19os2 Sir, I Mr. Mandar Salvi have undertaken an assignmgnt 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 superuision of work and to carry out material testing in-sltu or in the authorized laboratory and to ensure quality of work and 1. Material Testinq:- foilowing mandatory checks on the basic materials, 3:.1:^y."-:Op,ied constructton - used in the i. Cement- It has been tested for its fineness souirdnes.s;_sgtlilg time. compressive strength etc. as per ls code 3535:19g6 0r as oer other relevant rs/gsiN"BL cooe. and its results are withrn the permissible limits. or as per industry standards ii. Coarse aggregate - It has been tested, f.r dereterious materars. cray rumps, per.ls 24301 1986 or as per other rerevant tsrsdlNBc crushing varue, impact varue as coo" o, p", and its results are within the permissible limits. "i incr"irv *irlo"ro" iii. gricksl blocks * They have been tested for w.ater absorption. crushing strength etc. as per rs 5454:1g7g or as per other relevant lsl8s/NBC code or as per indus"try standards and its results are within permissible limits. iv. ConcretelReady-mix Concrete- Ittas been tested for compressive strength for various periods per as 15 456:2000 and rs 1199 or as per other rerevant rs/BS1NBccod"., p., industry standards and its resurts are withrn permissible limits "" v. Steel for concrete- It has been tested as per rs 2062:2011 or as per other reievant iS/BS/NBC code or as per industry standards for tensire strength, erongaiion ,nJ grug" rength etc. and its resurts are within permissible limits. vi. Testing of Other materials other materiars rike sand, crushed sand, froor tires, fixtures and ffittings, pipes and sanitary fittings etc. (List out afl items) used in thrs pro]""t *nioi, to relevant lsiBS/NBC code or as per standards laid down by the industry foi a pa*icular materia,. 2. Workrnans hip:- l/ we hereby certify that work has been carried out under our supervislon. we further certify that workmanship and quarity is satisfactory ana ,p lo the mark and the work has been acceptable within the permrssibre iimits of deviations'as per retevant cooe praciice. or 3. Electrical Materials and workmanship: _ Works of all the electrica, wiring/connections/lift installationlother electrical installations have been carried out under author2ed/registered erectricai engineer and its records has been maintained. The materiais used confoim to the rerevant r.s7B.s/ as per industry standards. ririt"ir erird*g'codes or 4. Structural engineer: - Promoters has engaged structural engineer M/s. Shanghvi & Associates Consultants pvt Ltd having Licenses no having office na A2226144832. The structural design of buildings in this pro.iect 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 concrele mix design has been done as per ls 10262.200g 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 ail test results of this project have been properly kept in the prescribed formats and will be preserved at least up to the defect liabllity period or ior the per;od 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 spec,fications and which were not rejected. Yours Faithfully, YbM Signature of Engineer (Site Supervisor) Mr. Mandar Salvi Phone no.8275023778 Place: Nashik