Mr. Rajendra Patil B.E.Civil Flat No. B-25, Suyojit Lawns Phase-II, I Rathi Amari, Near Mahatma Nagar, I Nashik-422OO7. Mob. No.9819667298 Email rajendra.patil@suyojit.com FORM-2A I See Maha RERA order no. of 2018] ENGINEER'S CERTIFICATE FOR QUALITY ASSURANCE (site supervisor's certifi cate) (To be uploaded quarterlY) To, The Directors Sun Infrastructure Pvt. Ltd., F-1l2, Suyojit Heights, Opp. Rajiv Gandhi Bhavan, Sharanpur Road, Nashik Qua lity Assurance Certificate (Certificate No P51600019048 for the quarter ending Mat-2O211 Subject: Certificate for quatity of materials used and quality of Construction and workmanship for the work of ,,suyolit Viridian Vallis Phase-II, E-3, VIVIDE" No. of Building(s) 1 of the Proiect situated on the Plot bearing Out of Surwey No. S.No.145/1, S.No.145/3, S.No.149l1, S.No.l49 /2, S.No.151, S.No.152, S.No.155/2, (latitude and longitude of the end points) 12 MTRS ROAD tO thc NOTth, BUILDING E8 tO thE SOUth, PROPOSED BUILDING E4 tO thc EASI, 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 Isun Infrastructures Pvt. Ltd] Reference: MahaRERA Registration Number- P5160001 9048 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 industry 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 lS 243011986 or as per other relevant IS/BS/NBC code or as per industry standards and its results are within the permissible limits. iii. Bricks/ blocks - They have been tested for water absorption, crushing strength etc. as per lS 5454:1978 or as per other relevant |S/8S/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 2062:2011 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 ifittings, pipes and sanitary fittings etc. (List out all items) used in this project conform to relevant ISiBS/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 installalions have been carried out under authorized/registered electrical engineer and its records has been maintained. The materials used conform 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 no02226144832. 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 consultation 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 STABILITY 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 for 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. n Yours Faithfully. (1 I/ 4kb *s U@ Signature of Engineer (Site Supervisor) Mr. Rajendra Patil "n""" ";i::::l,tJ3:l