Mr. Rajendra Patil B.E.Civil Flat No- B-25, Suyojit Lawns Phase-II, I Rathi Amari, Near Mahatma Nagerr, I Nashik-422OO7 Mob. No. 9819667298 Email - rajendra.pati@suyojit.com FORM-2A I See Maha RERA order no. of 20i8] ENGINEER'S CERTIFICATE FOR QUALITY ASSURANCE (site supervisor's certificate) To, The Directors Sun Infrastructure Pw. Ltd., F-1l2, Suyojit Heights, Opp. Rajiv Gandhi Bhavan, Sharanpur Road, Nashik Qualitv Assurance Certificate (Certificate no P5'16000'191 06 for the quarter ending December-2O21) Subiect: Certificate for qualily of materials used and quality of Construction and workmanship for the Work of "Suvoiit Viridian Vallis Phase-II, E-5, VIVIDE" No. of Buildingfs] 1 of the project situated on the Plot bearing Out of Survey No. S.No.145/1, S.No.145/3, S.No.149/1, S.No.l49/2, S.No.151, S.No.152, S.No.155/2, 0atitude and longitude of the end pointsl 1Z 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 Nashih within the jurisdiction of Sub Registrar Nashik, and within limits of Nashik Municipal Corporation, Nashik, PIN 42?007 admeas\ring 2867.04sq.mts. area being developed by [Sun Infrastructures Pvt. Ltdl Reference: MahaRERA Registration N umber- P5 1 6000 1 91 06 Sir, I Mr. Rajendra Patil 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 material testing in-situ or in the authorized laboratory and to ensure quality of work and 1. Material Testinq:- l/we, 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 strength etc. as per ls code 3535:1986 or as per other relevant ls/85/NBc code, or as per induitry standards and its results are within the permissible limits. ii. Coarse aggregate - It has been tested, for deleterious materials, clay lumps, crushing value, impact value as per IS 24301 1986 or as per other relevant IS/BS/NBC code or as per industry standards 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 5454:1g78 or as per other relevant |S/85/NBC code or as per industry standards and its results are within permissible limits. iv. Concrete/ Ready-mix Concrete- It has been tested for compressive strength for various periods as per 15 456:2000 and lS 1199 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 2062:201 1 or as per other relevant IS/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 etc. (List out all items) used in this project conform to relevant IS/BS/NBC code or as per standards laid down by the industry for a particular material. 2. Workmanship:- 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 acceptable 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 electrical engineer and its records has been maintained. The materials used conform to the relevant LS/ 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 02226144832. The structural design of buirdings in this project has been done under his supervision. He has checked the soil report before taying ecc for foundation in consuttifion with soil consultant. The formwork and concrete hii oesign has been done as p.ir"-iiiioz,zoos o. as per other relevant codes as applicable. His periodic checks and certificates for and SAFEry have been k.pi - STABILIry 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 liabitity period or ior the pe;ioJ a;;Lquired 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, No ioork Donq- Signature of Engineer (Site Supervisor) Mr. Rajendra patil lD tb is penod. Phone no.9819667298 Place: Nashik