SHREENATH DESIGN & ASSOCIATES 0.3-SHREESANMAN SOCIETYOLD GANGAPUR NAKA GANGAPUR ROAD NASHIK FORM-2A [ See MahaRERA order no.of 2018] ENGINEER's CERTIFICATE FOR QUALITY ASSURANCE (site supervisor's certificate) To,Date: 15/03/2022 Bhagwati Developers 9, Amibansi Heights, Ashwin Nagar, Cidco, Nashik-422009 (Certificate for the quarter ending 30/09/2021) and quality of Construction and workmanship for the Work Subject: Certificate for quality of materials used situated on the plot bearing C. S. No./C.T.S. No./ of 1No. of Building(s)/Wings(s) of the Krishna Prideproject demarcated by its boundaries (latitude and longitude of the end Survey No. 316/3 Final Plot No. 4+5+6 Plot No. 3 to the South 18 Mtr. D P Road to the East Plot No. 7, points) 7.5 Mtr. Colony Road to the North 422009 District Nashik PIN Division Nashik village Nashik taluka Nashik 8, 9 and 10 to the West of admeasuring 3164.41 Sq. Mtrs. Area being developed by Bhagwati Developers P51600021476 Reference: MahaRERA Registration Number Sir, realestate project. undertaken an assignment on supervision of this , Vinayak Patilhave 1.0urResponsibility:- 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 and as per NBC laboratoryand to ensure quality of work and workmanship as per prescribed specifications, and or other relevant code of practice. 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/B5/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. i . 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 Is/8S/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: /we hereby certify that work has been carried out under our supervision. We further certify that mark and the work has been acceptable within workmanship and quality is satisfactory and up to the the permissible limits of deviations as per relevant code of practice. 2 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 I.S/ B.S/ National Building codes or as per industry standards. 4. Structural engineer:- Promoters has engaged structural engineer Mr. having License 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 of records:- Record of all test results of this project have been properly kept in the prescribed formats and willbe 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 aut Er. SyapnilE. Bhanage Yours Faithfully, SHREENATHDESIGN &ASSOCI Reg No-PEL24/660194 Signature of Engineer (Site Supervisor) Name: License no.(if any) Phone no. Place: