IVlr" Mandar A. Salvi B.E.Civil Flat No. B-25, Suyojit tawns Phase-II, K K Rathi Amari, Near Mahatrna Nagar, Nashik-422oo7. Mob. No. 8275O2377a Email - mandarsalviT l@gmail.com FORM.2A I See Maha RERA order no. of 2018] ENGINEER'S CERTIFICATE FOR QUALITY ASSURANCE (site supervisor's certificate) (To be uploaded quarterly) To, The Directors Sun Infrastructure Pvt. Ltd,, F-1l2, Suyoiit Heights, Opp. Rajiv Gandhi Bhavan, Sharanpur Road, Nashik Qualitv Assurance Certificate (Certificate No P51600019048 for the quarter ending March-2020) Sub,iect: Certificate for quality of materials used and quality of Construction and workmanship for the Work of "Suyoiit Viridian Vallis Phase-II, E-3, VIVIDE" No. of Building(sJ 1 of the Proiect situated on the Plot bearing Out of Survey No. S.No.145/1, S.No.145/3, S.No.149/1, 5.No.149/2, S.No.151, S.No.l52, S.No.155/2, (latitude and longitude of the end points) 12 MTRS ROAD to the North, BUILDING EB to the South, PROPOSED BUILDING E4 to the East, BUILDING E2 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 admeasuring 2867.04sq.mts. area being developed by [Sun Infrastructures Pvt. Ltd] Reference: MahaRERA Registration Number- P51600019048 Sir, I Mr. Mandar Salvi have undertaken an assignment of supervision of this real estate p@ect. 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 material testing in-situ or in the authorized laboratory and to ensure quality of work and 1. Material Testin q:- used in the l/we, have applied following nrandatory checks on the basic materials' construction. i. Cernent- It has been tested for its fineness, soundness, setting time, compressive strength etc as per ls code 3535:1986 or as per other relevant ls/85/NBC code. or as per industry standards and its results are within the permissible limits' ii. Coarse aggregate - impact.value as It has been tested, for deleterious materials, clay lumps' crushing value, perlS2430llg36orasperotherrelevantlS/BS/NBCcocleoraSperindustrystandards and its results are within the permissible limits' ii i. Bricks/ blocks - Theyhavebeentestedforwaterabsorption.crushingstrengthetc.aSperlS5454:1978or are ," pli .tnl,. relevant ;S/SS7NBC code or as per industry standards and its results within permissible limits. iv. Concrete/Ready-mix Concrete- periods as per 15 456:2000 and ls It has been tested for compressive strength for various itSg o,' as per other relevant IS/BS/NBCcodes, as per industry standards and its results are within Permissible limits. v. Steel for concrete- relevant |S/BS/NBC code or as per . lt has been tested as per 1S 2O62:201 1 or as per othergauge length etc. and its results are inJustry standards for tensile strength, etongation and within permissible limits. vi. Testing of Other materials plp,9:9nd sanitary other materials like sand, crushed sand, floor tiles, fixtures and {fittings, as tminjsetc. (List out all items) used in this project conform to relevant IS/BS/NBC code or per standards laid down by the industry for a particular material- 2. Workmans hip:- 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 has been ,"".pt"6i"within the peimissibte limits of deviations as per relevant code of practice. 3. Electrical Materials and workmanship: - have Works of allthe electrical wiringiconnections/lift installationlother electrical installations . been carried out under authoized/registered electrical engineer and its records has been maintained. The materials used confoim to the relevant l.S/ B.S/ National Building codes or as per industry standards, 4. Structural engineer: - Promoters has engaged structural engineer M/s- Shanghvi & Associates Consultants pvt Ltd having Licenses no having office no 02226144g32. 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 consuttaiion with soil consuitant. The formwork and concrete mix design has been done as per ts t ozoz:zoos or as per other relevant codes as applicable. His periodic checks and certificates for STABILIry and SAFETY have been kept on record. 5. Preservation of records: - Record of all test results of this project have been properly kept in the prescribed formats and will be preserved at least up to the defect liability period or ior th. p.riod 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, a Signature of Engineer (Site Supervisor) Mr. Mandar Salvi Phone no.827502377e Place: Nashik