Mr. Rajendra Patil B.E.Ctvtl Flat No. B-25, Suyojit Lawns Phase-U, a 3 Rathi Amari, Near Mahatma Nagar, & Nashik-422007. Mob. No. 9819667298 E!nail - rajendra.pati@suyojit.corn FORM.2A I See Maha RERA order no. of 2018] ENGINEER'S CERTIFICATE FOR QUALITY ASSURANCE (site supervisor's certificate) To, The Directors Sun lnfrastructure Pvt. Ltd., F-1l2, Suyojit Heights, Opp. Rajiv Gandhi Bhavan, Sharanpur Road, Nashik Qualitv Assurance Certificate (Certificate no P5'1600019106 for the quarter ending Mar-2021) Subject: Certificate for quality of materials used and quality of Construction and workmanship for the Work of "suyoiit Viridian Vallis Phase-II, E-5, VMDE" No. of Building[s] 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, [latitude and longitude of the end points) 12 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 Nashik, within the ,urisdiction of Sub Registrar Nashik, and within limits of Nashik Municipal Corporation, Nashih PIN 4?2007 admeasuring 2B67.04sq.mts. area being developed by [Sun Infrastructures Pvt. Ltd] Reference: MahaRERA Registration Number- P51600019106 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 |S/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 24301 1986 or as per other relevant ISiBS/NBC code or as per industry standards and its results are within the permissible limits. ii i. Bricks/ blocks - They have been tested for water absorption, crushing strength etc. as per lS 5454:1978 or as per other relevant IS/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 'l '199 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 lS/BSiNBC 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 workminship 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/reg istered 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 tf4/s. Shanghvi & Associates Consultants Pvt Ltd having Licenses no having office no A2226144832' 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 consultaiion wath 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 whlch were not conforming to the standard specifications and which were not rejected. Faithfully, do aoeft. r\t+ $e Signature of Engineer (Site Supervisor) Mr. Rajendra Patil Phone no.9819667298 Place: Nashik