Pratiksha A. Gurjar B. E. Civil Shop No. 27, Venus P'laza, Shegaon Naka Sequare, Amravati Date :22/11/2021 FORM-2A See MahaRERA order no. 5 of 2018 ENGINEER'S CERTIFICATE FOR QUALITY ASSURANCE (site supervisor's certificate) (To be uploaded quarterly) To, The P.S. ASSOCIATES( Name & address of Promoter), Quality Assurance Certificate (Certificate no PG/2021/112 for the quarter ending SEPTEMBER 2021 (FY 2021-2022) Subject: Certificate for quality of materials used and quality of Construction and Workmanship No. of Building (s)/ 1 Wings (s) of for the Work ofGAJANAN PLAZA Phase of the project situated on the plot bearing C.S. No. /c.T.S. No./ Survey No./ Final the plot no._1 S.NO 5/3 demarcated its boundaries (latitude and longitude of the end by LAYOUT points) SERVICE ROAD to the North OTHERS LAYOUT_to the South_OTHER'S to the East_OTHERS LAND_ to the West of Division_AMRAVATI_ village AMRAVATI taluka AMRAVATI. DistrictAMRAVATI PIN 444604 admeasuring _1700.00 sq.mtrs. area being developed by [Promoters NameP.S.ASSOCIATES Reference: MahaRERA Registration Number- P 50300028882 Sir, 1/We_PRATIKSHA ANILRAO GURJAR 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 material testing in-site or in the authorized laboratory and to ensure quality of work and workmanship as per prescribed specification, and as per NBC and or other relevant code 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 relevant IS/BS/NBC code, or Strength etc. as per lIS code 3535: 1986 or as per other within the permissible limits. As per industrystandards and its results are Coarse aggregate- value, It has been tested, for deleterious materials, clay lumps, crushing other relevant IS/BS/NBC code or as impact value as per IS 2430:1986 or as per results are within the permissible limits . per industry standards and its ii. Bricks/ blocks strength etc. as per They have been tested for water absorption, crushing code or as per industry IS 5454:1978 or as per other relevant IS/BS/NBC limits. standards and its results are within permissible lv. Concrete /Ready-mix Concrete IS compressive strength for various periods per as It has been tested for and IS 1199 or as per other relevant IS/BS/NBC codes, as per 456:2000 results are within permissible limits. industry standards and its Steel for concrete- N. other relevant IS/BS/NBC Code It has been tested as per IS 2062:2011 or as per standards for tensile strength, elongation and gauge length or as per industry etc. and its results are within permissible limits. Vi. Testing of Other materials floor tiles, fixtures and fittings, Pipes Other materials like sand,crushed sand, all items) used in this project conform to ( and sanitary fittings etc. List out standards laid down by the Industry for a relevant IS/BS/NBC code or as per particular material. 2. Workmanship: /We hereby certify that work has been . carried out under our supervision We is satisfactory and up to the mark and further certify that workmanship and quality the work has been acceptable within the permissible limits of deviations as per relevant code of practice. 3 3. Electrical Materials and workmanship Works of all the electricals 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.S/ B.S/ National Building codes or as per industry standards. 4. Structural engineer Promoters has engaged structural engineer Mr PANKAJ DESHMUKH_ having Licenses no.- --having office no- -cell n0. 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 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 Supervision ) Name:_PRATIKSHA ANILRAO GURJAR Phone no. 9158472082 Pratiksha Gurjar Place: AMRAVATI B.E.(Civil) Consulting Civil Engineer