Mr. Rajend Patil B.E.Civil Flat No. B-25, Suyojit wns Phase-ll, T : I Rathi Amari, Near Maha Nashik-422O07. Nagar, Mob. No.9819667298 Email - rajendra. pa it.com FORM-2A I See Maha RERA order no. of 20i8] ENGINEER'S CERTIFICATE FOR QUALITY ASSURANCE (site supervisor,s certifi cate) To, The Directors Sun Infrastructure Pvt. Ltd., F-1l2, Suyojit Heighrs, Opp. Rajiv Gandhi Bhavan, Sharanpur Road, Nashik Quali ty Assurance Certificate (Certificate No ps1600019066- for the quarter ending September_2 211 subject: certificate for quarity of materiars used and quarity of construction and wo manship ior the Work of "Suyojit Viridian Vallis phase-Il, E-2, VIVIDE,, No. of Building(s) of the Project situated on the PIot bearing Out of Survey No. S.No.14S/1, S.No.145/ S.No.149l1, , S.No.l49/2, S.No.151, S.No.1S2, S.No.1SSl2, , [latitude and longitude of the end points) 12 MTRS ROAD to the Norrh, OPEN SPACE AND BUILDINC E8 to rhe South, pROpOSED BU LDING E3 to the East, BUILDING E1 to the West of Division Nashik Situated at Village Makamalabad, il luka & District Nashih within the iurisdiction of sub Registrar Nashik, and within limits of Nashir< Muni p bl Corporation, Nashik, PIN 422007 admeastring216T.O4sq.mts. area being developed by Irlrastr lsun ctures Pvt. Ltdl Reference: MahaRERA Registration Number- ps16000ts066 Sir, I Mr. Rajendra Patil have undertaken an assignment of supervision of this rea estate project. l. Our Responsibility: - To carry out the work in accordance with the development permission and as p r the approved plan and submit certificate of supe rvtston of work and to carry out material tes i,irg in-situ or in the authorized laboratory and to ensure q uality of work and 1. Material Testinq:- l/we, have applied following mandatory checks on the basic materials, used i the construction. i. Cement- It has been tested for its fineness , soundness, setting time, compressive stre gth etc. as per lS code 3535:1986 or as per othe r relevant lSi85/NBC code, or as per indust standards and its results are within the permissi ble limits ii. Coarse aggregate - It has been tested, for deleterious materials, clay lumps, crushing value. impa value as per ls 243011986 or as per other rerevant ls/BS/NEic o, as pei industry sia dards and its results are within the permissible limits. "oi" iii. Bricks/ blocks - They have been tested for w.ater absorption, crushing strength etc. as per lS 454 1978 or as per other relevant rs/8s/NBc code or as per induJtry standards and its re S Its are within permissible limits. iv, Concrete/ Ready-mix Concrete- Ithas been tested for compressive strength for various periods as per 15 456 000 and lS 1199 or as per other rerevant rs/BS/NBccodes, as per industry standards an its results are within permissible limits. v. Steel for concrete- It has been tested as per rS 2062:2011 or as per other rerevant rs/BS/NBC e or as per industry standards for tensile strength, elongaiion and gauge length etc. an its results are within permissible limits. vi. Testing of Other materials Other materials like sand, crushed sand, floor tiles, fixtures and {fittings. pi p d and sanitary fittings etc. (List out alr items) used in this project conform to rerevant rs/BS EC 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 su pervision. W jfurtneir certify that workmanship and quality is satisfactory and up to the mark and the rk has been acceptable within the permissible limits of dev iations as per relevant code of rbctice. 3. Electrical Materials and workmanship: - works of all the electrical wiring/connections/lift insta llation/other electrical in t?llations have been carried out under authorized/registered electrical engineer anci its re s has been maintained. The materials used conform to the relevant l.si B.si National B lding codes or as per industry standards. 4. Structural engineer: - Promoters has engaged structural engineer IVl/s. Shanghvi & Associates con ultants Pvt Ltd having Licenses no having office no 02226144g The structural design of buildings in this project has been don sion. He has checked the soil report before laying PCC for foundation ln co nsultation with il consultant. The formwork and concrete mix design has been done a s per ls 10 262:2OO9 r as per other relevant codes as applicable_ His periodic checks and cert ificates for STABIL Nd SAFETY have been kept on record. 5. Preservation of records: - Record of all test results of this project have been properly the ats and will be preserved at least up to the defect liability period o r for epe riod as by any other provision of law 6. Please specify materials or any other item of work which were not co rm ing to the standard specifications and which were not rejected. urs FAithfully, *h Signature of Engineer (Si S so r ) Mr. P at Phone n 981 9667298 a6e: Nashik No $ofu Aore