1 Pratiksha A. Gurjar B. E. Civil Shop No. 27, Venus Plaza, Shegaon Naka Square, Amravati Date:09/08/2021 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.5. ASSOCIATES( Name & address of Promoter), Quality Assurance Certificate (Certificate no PG/2021/30 for the quarter ending JUN 2021 Subject Certificate for quality of materials used and quality of Construction 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 ofDivision_AMRAVATI village_AMRAVATI taluka AMRAVATI_ District AMRAVATI PIN 444604 admeasuring _1700.00 sq.mtrs. area being developed by Promoters 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 2 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 Testin8 /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 industrystandards 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. lv. 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:: I/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 ll the electrical s wiring/ connections lift installation/ other electrical installations have been carried out under authorized / electrical engineer and its records has registered 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 PANKAJ DESHMUKH_ 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 periodic checks and certificates for STABILITY and SAFETY have applicable. His 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 to up the defect liability for the period as period or required by any other provision of law. 6. Please specify materials or any other item of work which were not the standard specifications and which were not conforming to rejected. ------. Yours Faithfully, Signature of Engineer ( Site Supervision) Name: PRATIKSHA ANILRAO GURJAR Phone no. 9158472082 Place:_AMRAVATI Pratiksia Gurjar Consulting Civil B.E.(Civil) Engineer