Mr. Mandar A. Salvi B.E.Clwtl Flat No. B-25, Suyojit Lams Phase ll, I r Rathi Amdi, Nee Maltatma Nagd, Nashik 422007. Mob. No. a275023778 Email - maddsalviT l@gmail.com FORM.2A I See Maha RERA order no. of 2018] ENGINEER'S GERTIFICATE FOR QUALITY ASSURANCE (site supervisor's certificate) (-Io be uploaded quaderly) To, The Directors Sun Infrastructure Pvt. Ltd., F-1l2, Suyojit Heights, Opp. Rajiv Gandhi Bhavan, Sharanpur Road, Nashik Qual:tv Assurarce Ce.tificate (Cerfificate No P51600019048 forthe quarter ending June-2019) Subject: Certificate ior quality of mate.ials used and quality of Conskuclion and workma.ship fo. the Work of "suyoiit viridian Vallis Phase-ll, E-3, vIvIDE" No. of BuildinE[sJ 1 ofthe Proiect situated on tle Plot bearing Out of Survey No. S.No.145/1, S.No.145/3, S.No.149/1, S.No.l4g/2, S.No.151, S.No.152, S.No.155/2, 0atitude and longitude of the end points) 12 MTRS ROAD to the NoTtIL BU;LDING E8 to the South, PROPOSED BUILDING E4 tO the EASt, BUILDINC E2 to the West ofDivision Nashik Situated at Village Makamalabad, Taluka & District Nashik within the ,urisdiction of Sub Registrar Nashik and within limits of Nashik Municipal CorporatiorL Nashik PIN 422007 admeasuring 2867.04sq.mts. area beingdeveloped by [Sun Infrastructures Pvt. Ltd] Reference: IvlahaRERA Registration Number- P516000'l 9048 Sir. I Mr. Mandar Salvi have undertaken an assignment of supervision of this real estate project. 1. Our Responsib:lity: - To carry out the work in accordance wiih the development permission and as per the approved plan and submit certiflcate of supervis,on of work and to carry out material testang in-situ or in the authorized laboralory and to ensure quality of work and 1. Material Testinq:- l/we. have applied following mandatory checks on the basic materials, used in the constauction- i. Gement- It has been tested for its fi.eness, soundness, setting time. compressive strength etc. as per IS 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 24301 1986 or as per other relevant lS/BS/NBC code or as per industry standards and its results are within the permissible limits iii. Bricks/ blocks - They have been tested forwater absorplion, crushing strengih e1c. as per lS 5454:'1978 or as per olher relevant 1S/85/NBC code or as per industry standards and its resulls a.e within permissible Iimits. iv. Corcrete/Ready-mix Conc.ete- 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, elonga:ion and gauge length etc. and its results are within permissible limits. vi. Testing of Other materials Olher materials like sand, crushed sand, floor tiles, fixtures and {fittings, pipes and sanitary tittjngs etc. (List out all items) used in this project conform to relevanl IS/BS/NBC code or as per standards laid down by tae industry for a particular material. 2. Workmanship:- we hereby cerlify that work has been carried out under our supervision. We further cedify that workmanship and quality is satisfactory and up lo the mark and the work has been '/ acceptable within the permissible limits of deviaiions as per relevant code of practce. 3. Electrical Materials and workmanship: - Wo.ks ofallthe electrical wiringlconnections/l,ft installation/other electrical installations have been carried out unde. althorized/registered electrical eng:neer and jls records has been maintained. The materials used conform to the relevant l.S/ B.S/ Nalional 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 buildings in this project has been done under his supervision He has checked the soil report before laying PCC for foundat,on 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 cedificates for STABILIry and SAFETY have been kept on record- 5. Preservation of records: - Record of all test results o, this project have been properly kept in the prescribed formats and will be p.eserved at least up to the defect liability period or for the period as required by any olher provision of law 6. Please speciiy materials or any other item of wo* which we.e not conforming to the standard specifications and which were noi rejected. Yours Faitlirully, W,,w Signature of Engineer (Site Supervisor) Mr. Mandar Salvi Phone no.8275023778 Place; Nashik