Pratiksha A. Gurjar B. E. Civil Shop No. 27, Venus Plaza, Shegaon Naka Square, Amravati Date 23/11/2021 FORM-2A See MahaRERA order no. S 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/2021/114 for the quarter ending SEPTEMBER 2021_(FY 2021-2022) Subject Certificate for quality of materials used and quality ofConstruction and Workmanship for the Work of MAHALAXMI APARTMENT 8 No. of Building (s)/ 1 Wings (s) of the Phase of the project situated on the plot bearing C.S. No. /C.T.S. No./ Survey No./ Final plot no._1 S.NO 4/2 demarcated by its boundaries (latitude and longitude of the end points) ROAD to the North OTHERS LAYOUT to the South_30 M WIDE ROAD to the East_OTHERS LAYOUT to the West of Division _AMRAVATIL village AMRAVATI taluka AMRAVATI. District AMRAVATI PIN 444604 admeasuring_474.75 sq.mtrs. area being developed by [Promoter's NameP.S. ASSOCIATES Reference: MahaRERA Registration Number- P 50300026192 Sir, i/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. . 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/BS/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 IS 2430:1986 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 IS 5454:1978 or as per other relevant IS/BS/NBC code or as per industry standards and its results are within permissible limits. Iv. Concrete /Ready-mix Concrete as per IS It has been tested for compressive strength for various periods 456:2000 and IS 1199 or as per other relevant IS/BS/NBC codes, as per limits. industry standards and its results are within permissible V. Steel for concrete- Code It has been tested as per 1S 2062:2011 or as per other relevant IS/BS/NBC 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 fittings, Pipes in this project conform to and sanitary fittings etc. ( List out all items ) used relevant IS/BS/NBC code or as per standards laid down by the Industry for a particular material. 2. Workmanship: carried out under our supervision .We /We hereby certify that work has been 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. Electrical Materials and workmanship Works of all the electrical s 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 S/ B.S/ National Building codes or as per industry standards 4. Structural engineer Promoters has engaged structural engineer Mr MAHESH NALAMWAR 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 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 Place:_AMRAVATI Pratik3ha Gurjar B.E.(Civil) Consulting Civil Engineer