Pratiksha A. Gurjar B. E. Civil Naka Square, Amravati Shop No. 27, Venus Plaza, Shegaon Date: 23/11/2021 FORM-2A [See MahaRERA order no. 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/2021/116 for the quarter ending SEPTEMBER 2021_(FY 2021-2022) Subject: Certificate for quality of materials used and quality of Construction and Workmanship for the Work 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 to the North PLOT NO 26 PART to the South_PLOT NO 28 to the end points)_ ROAD East SERVICE LANE to the West of Division_AMRAVATI_ villageAMRAVATI taluka AMRAVATI District AMRAVATI PIN_444604 admeasuring_411.70 sq.mtrs. area being developed by [Promoter's NameP. S. ASSOCIATES Reference: MahaRERA Registration Number- P50300023560 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 I/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. Coarse aggregate It has been tested, for deleterious materials, clay lumps, crushing value, impact value as per lIS 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 resuts are within permissible limits. Iv. Concrete/ Ready-mix Concrete- Ithas been tested for compressive strength for various periods as perIs 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 1S/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 authorized / electrical engineer and its records has registered Conform to the relevant 1.S/ been maintained. The materials used 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:_AMRAVATIKSha Gurjar B.E.(Civil) Consulting Civil Enginecr