Mr. Rajendra Patil B.E.Civtl Li-- Flat No. B-25, Suyojit Lawns Phase-II, Rathi Amari, Near Mahatma Nagar, Nashik-422O07. - Mob. No. 9A19667294 - Email - rajendra.pati@suyojit.com FORM.2A I See Maha RERA order no. of2018] ENGINEER'S CERTIFICATE FOR QUALITY ASSURANCE (site suPervisor's certifi cate) To, The Directors Sun Infrastructure Pvt. Ltd., F-1l2, Suyojit Heights, Opp. Rajiv Gandhi Bhavan, Sharanpur Road, Nashik Quali tv Ass urance Gertificate (CertificatenoP5l6000lg0g5forthequarterendingDecember.2o2l) subject: certificate for quality of materials used and quality of construction and workmanship for the Work of "suyoiit Viridian Vallis Phase-II, E-4, VIVIDEI' No. of Building(sJ 1 of the Project situated on the ilot bearing Out of Sur"ey l,lo. S.N;.145/1, S.No.145l3, S.No.149/1, S.No.149l2, ROAD to the s.No.151, S.No.152, S.No.155/2, [latitude and longitude ofthe end pointsJ 12 MTRS thE WESt Of North, BUILDING E8 tO thE SOUth, PROPOSED BUILDING E5 tO thc EASI, BUILDING E3 tO of sub Division Nashik situated at village Makamalabad, Taluka & District Nashik, within the iurisdiction admeasuring Registrar Nashik, and within limits of Nashik Municipal Corporation, Nashih PIN 422007 2867.04sq.mts. area being developed by [Sun lnfrastructures Pvt Ltd] Reference: MahaRERA Registration Number- P51600019095 Sir, I Mr. Rajendra Patil have undertaken an assignment of supervision of this real estate project' 1. Our Responsibility: - as per the approved To carry out the work in accordance with the development permission and certificate of supervision of work- and.to carry out material testing in-situ or in pLn "n'O "r6.itlaboratory and to ensure quality of work and ihe authorized 1. Materia lTestino:- 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 IS/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 IS/BS/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 |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 2062:2011 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 fittings, pipes and sanitary fittings etc. (List out all items) used in this project conform to relevant IS/BS/NBC code or as per atandards laid down by the industry for a particular material' 2. Wo rkmanshio: - 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 authoi2ed/registered electrical engineer and its records has been codes or as maintained. The materials used conform to the relevant l.S/ B.S/ National Building 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 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 pet 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. PreservaUon 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. Yours Faithfully, No roo?rk Done .Inj in *hre gerioi Signature of Engineer (Site Supervisor) Mr' Rajendra Patil Phone no. 9819667298 Place: Nashik