Pratiksha A. Gurjar B. E. Civil Amravati Shop No. 27, Venus Plaza, Shegaon Naka Square, Date: 25/07/2021 FORM-2A [ See MahaRERA order no. o f 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 Certificatte (Certificate no PG/2021/17_ for the quarter ending MARCH 2021 (FY 2020-2021) Subject Certificate for quality of materials used and quality ofConstruction and Workmanship for the Work ofGAJANAN PLAZA 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 5/3 demarcated by its boundaries (latitude and longitude of the end points)SERVICE ROAD to the North OTHERS LAYoUT_to the South_OTHER'S LAYOUT to the East_OTHERS LAND to the West of Division_AMRAVATIL village AMRAVATI taluka AMRAVATI. DistrictAMRAVATI_ PIN 444604 admeasuring _1700.00 sq.mtrs. area being developed byy Promoter's Name P. S. ASSOCIATES Reference: MahaRERA Registration Number P50300028882 Sir, /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 and workmanship as per n-site or in the authorized laboratory and to ensure quality of work 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 perindustry 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. ii. 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- It has been tested for compressive strength for various periods as per IS 456:2000 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/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 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 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 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 office no--. --cell no. --- having Licenses no. done under his design of buildings in this project has been The structural PCC for foundation in supervision. He has checked the soil report before laying has consultation with soil consultant The formwork and concrete mix design . as applicable. His been done as per IS 10262:2009 or as per other relevant codes have been kept on periodic checks and certificates for STABILITY and SAFETY record. 5. Preservation of records: in the Record of all test results of this project have been properly kept formats and will be preserved at least up to the defect liability period or prescribed for the period as required by any other provision of lawN. 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 Pjan Pratiksha Gurjar coHDUH CIuI B.E.(Civil) EHeinmr