Mr. Rajendra patil B.E.Civil Flat No. B-25, Suyojit Lawns phase_ll, I E ar Rathi Amari, Near Mahatma Nagar, Nashik-422007. Mob. No. 9819667298 Email - rajendra.pati@suyojit.com FORM-2A I See Maha RERA order no. of2O18] ENGINEER'S CERTIFICATE FOR QUALITY ASSURANCE (site supervisor,s certificate) To, The Directors Sun Infrastructure pvt. Ltd., F-1l2, Suyojit Heights, Opp. Rajiv Gandhi Bhavan, Sharanpur Road, Nashik Quali W Assu rance ce rtificate (Certificate no p51600019.1 06 for the quarter ending June-2}21) subiect: certificate for quality_of materials used and quality of construction and workmanship for the work of "suvoiit viridian valris phase-Il.E!.I/r4D-rl No. of Buildingls; situated on rhe plot bearing__out of srFEy-NoJ.No.L45/1, i oiffre nro;ect s.No.145l3, s.No.149l1, s'No'r4g/2, S'No'l51, S.Ng:15_2r S.No.155/2, fratitude and rongitude of MTRS ROAD tO thE N.rth, BUILDING E8 AND PROPOSED the end points] 12 BUILDINd E7 tO thE SO..IT', PNOPOSEO BUILDING E6 to the East, BUILDING E4 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 422o02 admeasuring 2d67.o+sq.mtr. Infrastructures Pvt. Ltdl a.", t"intJ"veropeo ty 1su., Reference: MahaRERA Registration Number_ p516000.1 91 06 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 deveropment 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 Testin q:- l/we, have applied forrowing mandatory checks on the basic materiars, 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 rerevant rs/Bs/N"BC code, oi r;-;"rl;Jdtry standards and its results are within the permissible limits. ii. Coarse aggregate - It has been tested, for dereterious materiars, cray rumps, crushing varue, impact varue as per.ls 24301 1 986 or as per other rerevant rs/BS/NBi code orcJ p". inourirv siinoaros and its results are within the permissible limits. iii. Bricks/ blocks - They have been tested for water absorption, crushing strength etc. as per rs 5454:197g or as per other relevant lS/85/NBC code or as per induslry staidards and its results are within permissible limits. iv. Concrete/ Ready-mix Concrete- Ithas been tested for compressive strength for various periods as per 15 4s6:2000 and ls 1199 or as per other relevant rs/gs/NBccodes, as per industry standards unJ it" ,e"rrt" 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, elongaiion and gauge length etc. and its iesults 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 rsffiSTNgC code or as per standards laid down by the industry for a particular material. 2. Workmanshi p:- 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 workrnanship: - Works of all the electrical wiring/connections/lift installation/other electrical installations have been carried out under authorized/registered electrical engineer and its records has been maintained. The materials used conform to the relevant l.Si B.S/ National Building codes or as per industry standards. 4. Structural engineer: - Promoters has engaged structural engineer tt/l/s. Shanghvi & Associates Consultants pvt Ltd having Licenses no having office no 02226144g32. The structurar design of buirdings in this project has been done under his has checked the soil report before laying -pcc for foundation in supervision. He with soir consultant. The formwork and concrete mii design has been done "on"rrtrfion p".L as per other relevant codes as applicable. His peri-odic cheoks as ioioz,zoos o, and SAFEry and i*- sTABlLlry have been "..tifi*t." k.p- on record. 5. Preservation of records: - Record of all test resurts of this project have been properry kept in the prescribed formats and will be preserved at reast up to the defect liabirity period or io. fl.,. p.lioJ."?quireo by any other provision of law 6' Please specify materiars or any other item of work which were not conforming standard specifications and which were not rejected. to the Yours Faithfully, o ,,L-) Signature ot enlJe. (Site Supervisor) t Io w ozh- )rrn e- Mr. Rajendra patil Phone no.9819667298 &o"'> Np-r;lzt b f qbe Zl Place: Nashik