Hitesh Rakholiya & Asso, K.Hirji Bunglow, P.No.17,S. No. 313/3, Opp. Shiv Mandir, Narhari Nagar, Pathardi, Nashik. Mob.No.9403410513 Date: 5/8 /2020 FORM-2A See MahaRERA order no. of 2018] ENGINEER'S CERTIFICATE FOR QUALITY ASSURANCE (site supervisor's certificate) TO Aaradhana Developers, Flat No. 9, Ami Bansi Height, Ashwin Nagar, Opp. Raje Sambhaji Stadium, Nashik- 422009 (Certificate no 1 for the quarter ending 30/06/2020) Subject: Cetificate for quality of materials used and quality of Construction and workmanship for the Work of 3 No. of Building(s)/ Wingsts) of the Amrut Park project situated on the plot bearing C. S. No./C.T.S. No./ Survey No./Final plot no. 295/2 Plot No. 2+3+4+5+6 denarcated by its boundaries (latitude and longitude of the end points) Plot No. 1 to the North Plot No. 7 to the South 7.5 mtrs Colony Road to the East Adjacent S. No. 295/1 to the West of Division Nashik Village Nashik Taluka Nashik District Nashik PIN 422009 admeasuring 2625.00 sq.mtrs. area being developed by Aaradhana Developers Reference: MahaRERA Registration Number P51600011238 Sir, 1/We have undertaken an assignment on supervision ofthis 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. HITESH RAKHOLIYA Engineer Regd.No.558 1. Material Testing /we, 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 IS code 3535:1986 or as per other relevant IS/85/N BC 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 IS 2430:1986 or as per other relevant IS/Be/NBC code or as per industry standards and its results are within the permissible limits. iil. Bricks/ blocks They have been tested for water absorption, crushing strength etc. as per 1S S454:1978 or as per other relevant 15/BS/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 IS 4S6:2000 and IS 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 IS 2062:2011 or as per other relevant 1S/BS/NBC code or as per industr v 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, moor tiles, fixtures and fittings, 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: 1 /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. HITESH RAKHOLIYA Engineer Regd.No.558 2 3. Electrical Materials and workmanship: Works of all he 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 1.5/ B.S/ National Building codes or as per industry standards. 4. Structural engineer Promoters has engaged structural engineer Mr. having Licenses no. having office no cell no. 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 IS 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 ofrecords: 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. Please specify materials or 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) Name: License no. (if any) Phone no. Place: HITESH RAKOLYA Engineer Regd.No.558 3