FORM -2A (See MahaRERA order no. 05 of 2018) ENGINEER'S CERTIFICATE FOR QUALITY ASSURANCE (Site supervisor’s certificate) (To be uploaded quarterly) Date: -01 Jan 2021 To, Shri. Dushyant Pravinsagar Raval, & Shri. Pravinsagar Babulal Raval, House no. 554 V P Road, Raval Ginning Factory, Near Bank of Maharashtra, Pachora. Jalgaon – 425001. Quality Assurance Certificate (Certificate no. 02 for the quarter ending year 2020 - 2021) Subject: Certificate for quality of materials used and quality of Construction and workmanship for the Work “B. M. Rawal Plaza” of building project situated on the plot bear S. no. 2669 to 2672, 2679 to 2687, 2687A and 2688/1, 2689 to 2693, Station Road Pachora, Dist. Jalgaon demarcated by its boundaries (Latitude and longitude of the end points) V P Road to the north 12mtr road to the south adj. 15mtr station road to the west of division Nashik, village Pachora, taluka Pachora Dist. Jalgaon. Admeasuring 2510.35 sq. mtr. area being developed by Shri. Dushyant Pravinsagar Raval, & Shri. Pravinsagar Babulal Raval. Reference: MahaRERA Registration Number-P49900011719 Sir, I, Milind Rathi, have undertaken an assignment 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 material testing in-situ or in the authorized laboratory and to ensure quality of work and workmanship as per prescribed specifications, and as per NBC and or other relevant code of practice. I) Material Testing: - I 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 l S 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 l. S. 243011986 or as per other relevant IS/BS/NBC code or as per industry standards and its results are within the permissible limits. iii) Bricks/ blocks– They have been tested for water absorption, crushing strength etc. as per I.S. 5454:1978 or as per other relevant lS/85/NBC code or as per industry standards and its results are within permissible limits. iv) Concrete / 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 l.S. 2062:2011 or as per other relevant ls/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 {ittings, 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: - I 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 en8ineer and its records has been maintained. The materials used conform to the relevant l.S./ B.S/ National Buildin8 codes or as per industry standards. 4. Structural Engineer: - Promoters has engaged structural engineer Mr. Milind Rathi having Licenses no. M-125145-1 having office no. 0257-2210979. 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 per lS 10262:2009 or as per other relevant codes as applicable. His periodic checks and certificates for STABILITY and SAFETY 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 period or for the period as required by any other provision of law. 6. No materials or any other item of works which was not conforming to the standard specifications and which were not rejected. Yours Faithfully, MILIND RATHI (Structures) (License No – M-125145) Chartered Engineer