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 P. S. ASSOCIATES (Name & address of Promoter ), Quality Assurance Certificate (Certificate no PG/2021/15 for the quarter ending MARCH 2021 (FY 2020-2021) Subject : Certificate for quality of materials used and quality of Construction and Workmanship for the VWork of MAHALAXMI PLAZA No. of Building (s)/ 1 Wings (s) Phase of the project situated on the plot bearing C.S. No. /C.T.S. No./ Survey No./ of the plot no._27 S.NO 34/2 demarcated by its boundaries (latitude and longitude of the Final end points) ROAD to the North PLOT NO 26 PART to the South_PLOT NO 28 to the East SERVICE LANE to the West of Division_AMRAVATI_ villageAMRAVATI taluka AMRAVATI. DistrictAMRAVATI PIN 444604 admeasuring_411.70 sq.mtrs. area being developed by [Promoter's Name_P. S. ASSOCIATES Reference: MahaRERA Registration Number- P 50300023560 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 work and workmanship the authorized laboratory and to e n s u r e quality of in-site or in code practice. NBC and or other relevant prescribed specification, and as per 1. Material Testing checks on the basic materials, /We, have applied following mandatory used in the construction. Cement time, compressive It has been tested for its fineness, soundness, setting other relevant IS/BS/NBC code, or Strength etc. as per IS code 3535:1986 or as per limits. As per industry standards and its results are within the permissible ii. Coarse aggregate- value, It has been tested, for deleterious materials, clay lumps, crushing code or as impact value as per IS 2430:1986 or as per other relevant IS/BS/NBC within the permissible limits. per industry standards and its results are ii. Bricks/ blocks etc. as per They have been tested for water absorption, crushing strength 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 allitems ) 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 / electrical installations have been carried out under authorized other / 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.MAHESH NALAMWAR having Licenses n0.- - - - 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 Pratiksinu Gurjar B.E.(Civil) Conaulting Givil ngineer