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. . of 2018] ENGINEER'S CERTIFICATE FOR QUALITY ASURANCE (site supervisor's certificate) (To be uploaded quarterly) To, The MAULu ASSOCIATES ( Name & address of Promoter), Quality Assurance Certificate (Certificate no PG/2021/13_ 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 MAULI 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./ inal plot no._3 &4, S. NO. 36/2 demarcated by its boundaries (latitude and longitude of the end points) PLOT NO. 18 to the North PLOT NO182 to the South_ROAD IN LAYOUTto the East_OTHER LAYOUT to the West of Division_AMRAVATI village. AMRAVAT taluka AMRAVATI. DistrictAMRAVATI PIN 444604 admeasuring _741.13 sq.mtrs. area being developed by [Promoter's Name MAULI ASsOCIATES Reference: MahaRERA Registration Number- P 50300018935 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 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 /We, have applied following mandatory checks on the basic materials, used in the construction. i. Cement It has been tested for its fineness, soundness, setting time, compressiIve Strength etc. as per 1S 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. 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 IS 5454:1978 or as strength etc. as per 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 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 electricals wiring/ connections/ lift installation / other electrical installations have been caried 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.AMAR having Licenses no.- ---having office DESHMUKH --cell no. --- no- done under his The structural design of buildings in this project has been for foundation in supervision. He has checked the soil report before laying PCC consultation with soil consultant .The formwork and concrete mix design has been done as per 1S 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: 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 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 Pratiksha Gurjar B.E.(Civil) Consulting Civil Engineer