Pratiksha A. Gurjar B. E. Civil Shop No. 27, Venus Plaza, Shegaon Naka Square, Amravati Date : 25/07/2021 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 MANISHA ANANTKUMAR LINGOT( Name &address of Promoter), Quality Assurance Certificate (Certificate no PG/2021/12_ for the quarter ending MARCH 2021 (FY 2020-2021) Subject: Certificate for quality of materials used and quality of Construction and Workmanship for the Work of JAEE RESIDENCY No. of Building (s/ 1 Wings (s) of Phase of the project situated on the plot bearing C.S. No./C.T.s. No./ Survey No./ Final the plot no. 45/5/B/2/3 demarcated by its boundaries (latitude and longitude of the end points PLOT NO. 1 to the North PART OF PLOT NO 3 t o the South_ROAD IN LAYOUTto the East_SERVICE LANE to the West of Division_AMRAVATI- village AMRAVATI taluka AMRAVATI DistrictAMRAVATI PIN_444604 admeasuring_558.73 sq.mtrs. area being developed by Promoters Name MANISHA ANANTKUMAR LINGOT Reference: MahaRERA Registration Number- P 50300028493 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 as per ensure quality of work and workmanship in-site or in the authorized laboratory and to other relevant code practice. prescribed specification, and as per NBC and or 1. Material Testing on the basic materials, /We, have applied following mandatorychecks used in the construction. Cement It has been tested for its fineness, soundness, setting time, compressive relevant IS/BS/NBC code, or Strength etc. as per IS code 3535: 1986 or as per other limits. As per industry standards and its results are within the permissible ii. Coarse aggregate It has been tested, for deleterious materials, clay lumps, crushing value, code or as impact value as per 1S 2430:1986 or as per other relevant IS/BS/NBC the permissible limits. per industry standards and its results are within ii. Bricks/ blocks They have been tested for water absorption, crushing strength etc. as per IS 5454:1978 or as per other relevant I5/85/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 Ilimits. 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 electrical s electrical installations have been wiring/ connections / lift installation / other carried out under electrical engineer and its records has authorized/ registered been maintained The materials used . conform to the relevant 1.S/ B.S/ National Building codes or as per standards. industry 4. Structural engineer: Promoters ha engaged structural engineer Mr.PANKAJ DESHMUKH_ having Licenses no.. --- having office no- ----celI 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 asapplicable. 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 Praii5iu ilrja B.E.(Civil) Consuiting Civil Engineer