Mr. Mandar A. Salvi B.E.Civil Flat No. B-25, Suyojit Lawns phase_Il, Rathi Amari, Near Mahatma Nagar, Nashik-422OO7. Mob. No. 8275O2322a Ernail - mandarsalvi7 L@gmanl.corn FORM-2A I See Maha RERA order no. of 20ig] ENGINEER'S GERTIFICATE FOR QUALTTY ASSURANCE (site supervisor,s certificate) To, The Directors Sun Infrastructure pvt. Ltd., F -L / 2,Suyojit Heights, Opp. Rajiv Gandhi Bhavan, Sharanpur Road, Nashik Qualitv Assurance Certificate (Gertificate No P5160001soos- for the quarter ending Sept-201g) 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 Building(s) 1 of the project situated on the Plot bearing out of survey No. s.No.l45/1, s.No.145/3, s.No.L4g/l, S'No'149/2, S'No.151, S.No.152, S.No.155/2,, (latitude and longitude of the end points) 12 MTRS ROAD tO thc NOTth, OPEN SPACE AND BUILDING EB to the South, PRoPoSED BUILDING E3 to the East, BUILDING E1 to the west of Division Nashik situated at village Makamalabad, Taluka & District Nashik, within the jurisdiction of Sub Registrar Nashih and within limits of Nashik Municipal corporation, Nashik' PIN 422007 admeasurin g 2867 .ofisq.mts. area being developed by [Sun Infrastructures pw. Ltd] Reference: MahaRERA Registration Number- ps160001so66 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 per the approved plan and submit certificate of supervision of work and to carry out materiat testing in-situ or in the authorized laboratory and to ensure quality of work and 1. Material Testinq:- llwe, 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 lS/85/NBC code, or as per industry standards and its results are within the permissible limits. ii. Goarse aggregate - It has been tested, for deleterious materials, clay lumps, crushing value, impact value as per lS 24301 1980 or as per other relevant ISIBS/NBC code or as per industry standards and its results are within the permissible limits. iii. Bricksl blocks - They have been tested for water absorption, crushing strength etc. as per lS 5454:1978 or as per other relevant lSl8s/NBC code or as per industry standards and its results are within permissible limits. iv. Goncrete/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 $ 2A62:2011 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 ffittings, pipes and sanitary fittings etc. (List out all items) used in this project conform to relevant IS/BS/NBC code or as per standards laid down by the industry for a particular material. 2. Workmanship:- 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 workmanship: - 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 LS/ B.S/ National Building codes or as per industry standards. 4. Structura! engineer: - Promoters has engaged structural engineer M/s. shanghvi & Associates consultants pvt Ltd having Licenses no having office no OZii}t44gsz. The structural design of buitdings in this project has been done under his supervision. He has checked the soil report before taying PCC ior foundation in consultation with soit consultant. The formwork and concrete mix design has been done as per ls 1o262:200g or as per other relevant codes as applicable. His periooic checks and certificates for sTABlLlTy and sAFETy have been kept on record. 5. Preservation of records: - Record of all test re.sults 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 tne peiioo as required by any other provision of law 6- Please specify.materials 9r any other item of work which were not conforming to the standard specifications and which were not rejected. Yours Faithfully, Signature of Engineer (Site Supervisor) Mr. Mandar Salvi Phone no.8275023779 Place: Nashik