Mr. Mandar A. Satrvi B.E.Civll Flat No. B-25, Suyojit Lawns phase-Il, ax K Ratlii AInaii, Near Mahatma Nagar, Nashik-4220O7. Mob. No. a27502377a Email - mandarsalviT 1@gmail.corn FORM-2A I See Maha RERA order no. of2OlB] ENGINEER'S CERTIFICATE FOR QUAI-ITY ASSURANCE (site su pervisor's certificate) To, The Directors Sun Infrastructure ' F-7/2, Suyojit Heights,Pvt. Ltd,, Opp. Rajiv Gandhi Bhavan, Sharanpur Road, Nashik Quali w Assurance Certificate (Certificate No pst6ooot9066- for the quarter ending March_2020) Subject: Certificate for quality of materials used and quality of Construction and workmanship for the work of "suyoiit Viridian vallis Phase-II, E-2, 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.15sl2, , flaritude and longitude of the end points) 12 MTRS ROAD tO thE NOTth, OPEN SPACE AND BUILDING E8 to the SouIh, PRoPoSED BUILDING E3 to the East, BUILDING E1 to the West of Division Nashik Situated at Village Makamalabad, Taluka & District Nashik within the iurisdiction ofsub Registrar Nashik, and within limits ofNashik MunicipalCorporation, ' Nashik PIN 422007 admeasuring 2867.04sq.mts. area being devetoped by [Sun Infrastructures pvt. Ltd] Reference: MahaRERA Registration Number- psi60ootso66 Sir, I Mr. Mandar Salvi 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 perthe 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:- on the basic materials' used in the l/we. have applied following mandatory checks construction i. Cernent- time' compressive- strength etc as per It has been tested for its fineness, soundness' setting code, or as per industry standards and tS code 3535:1986 or." pui oifiui Lf .r"nt SlASlFlBd f its results are within the permissible limits ii. Coarse aggregate - Ithasbeentested,fordeleteriousmaterials'claylumps'crushingvalue'impact.valueasper pei industry standards and its tS 24301 1986or as per .th;; ;J;r;;ilSleSll.lEiC code or as results are within the permissible limits iii. Bricks/ blocks - strength etc as per ls 54.54:1978 or Thev have been tested for water absorption, crushing. ,:H:fi;;;i.rr"irsldsnrric d, as per induJtry staidards and its results are within "-oo" permissible limits. iv. GoncretelReadY-mix Concrete- lthasbeentestedforcompressiveStrengthforvariousperiodsasperl5.456:2000andlS* per industry standards and its results as 11gg or as per other relevant lS/BSiNBccodes, . are within Permissible limits v. Steel for concrete- relevant ISiBS/NBC code or as per lt has been tested aS per lS 2062:2011 or as per othergauge length etc. and its results are and industry standards ror tensiie s-tienlirr, "iongriion within permissible limits vi. Testing of Other materials othermaterialslikesand,crushedsand,floortiles,fixturesand$ittings,p-ip-?::ndSanitary conform to relevant IS/BS/NBC code or as fittings etc. (List out arr rtemsluseo rn tns prolecl ;;;&il;td. laid down by the industry for a particular material. 2. Workm ansh rp: - rtify l/weherebycertifythatworkhasbeencarriedoutunderoursupervision,Wefurtherce that workmanship and qr"fiiy i" t'1Lt*tor.y "nd up toper the mark and the work has b (-l relevant code of practice ,""Lplroi. *itnin t,e peimissible timits of deviations as 3. Electrical Materials and workmanship: - electrical installations have works of all the electncal wiring/connections/lift installation/other engineer and its . records has been been carried out under ,rth;;i=;li;"gistered electrical maintained. The materials r""O to the relevant l.S/ B S/ National Building codes or as per industry standards ""rf"i* 4. Structural engineer: - Promoters has engaged structural enganeer M/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 consultation with soil consultant. The formwork and concrete mix design has been done as pet E 1A262:2009 or as pei other relevant codes as applicable- His periodic checks and certificates for STABIL|TY and SAFEry 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 peflod 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, I VuWe Signature of Engineer (Site Supervisor) Mr. Mandar Salvi Phone no.8275O2377A Place: Nashik