Pratiksha A. Gurjar B. E. Civil Shop No. 27, Venus Plaza, Shegaon Naka Square, Amravati Date: 23/11/2021 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 MANISHAANANTKUMAR LINGOT( Name & address ofPromoter), Quality Assurance Certificate (Certificate no PG/2021/113 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 JAEE RESIDENCY 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_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 to the South_ROAD IN LAYOUT to the East_SERVICELANE to the West of Division_AMRAVATI village- AMRAVATI taluka AMRAVATI District AMRAVATI_ PIN 444604 admeasuring_558.73 sq.mtrs. area being developed by [Promoters Name MANISHAANANTKUMAR LINGOT Reference: MahaRERA Registration Number- P 50300028493B 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 VWe, 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, 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, code or as impact value as per lIS 2430:1986 or as per other relevant IS/BS/NBC limits perindustry standards and its results are within the permissible ii. Bricks/blocks They have been tested for water absorption, crushing strength etc. as per IS 5454:1978 or as per other relevant S/BS/NBC code or as per industry standards and its results are within permissible limits. lv. Concrete / Ready-mix Concrete- for various periods as per IS It has been tested for compressive strength 456:2000 and IS 1199 or as per other relevant IS/BS/NBC codes, as per within permissible limits. industry standards and its results are V. Steel for concrete tested as per IS 2062:2011 or as per other relevant IS/BS/NBC Code It has been for tensile strength, elongation and gauge length or as per industry standards limits. etc. and its results are within permissible vi. Testing of Other materials Other materials like sand , crushed sand, floor tiles, fixtures and fittings, Pipes used in this project conform to and sanitary fittings etc. ( List out all items) down by the Industry for a relevant IS/BS/NBC code or as per standards laid particular material. 2. Workmanship: We been carried out under our supervision . I/We hereby certify that work has and up to the mark and further certify that workmanship and quality is satisfactory limits of deviations as per the work has been acceptable within the permissible relevant code of practice. and workmanship 3. Electrical Materials installation / other connections / lift Works of all the electrical s wiring/ authorized / registered under been carried out materials used electrical installations have maintained. The has been electrical engineer and its records industry codes or as per National Building conform to the relevant 1.S/ B.S/ standards. 4. Structural engineer Mr.PANKAJ structural engineer - -having office P r o m o t e r s has engaged having Licenses no. DESHMUKH_ ------ --cell no. his no done under has been this project f o u n d a t i o n in buildings in structural design of before laying PCC for The soil report has checked the mix design He has concrete formwork and supervision. The applicable. His consultant codes as . consultation with soil other relevant or as per been kept o n SAFETY have 10262:2009 done as per IS and been for STABILITY certificates checks and periodic record. records: of in the properly kept Preservation 5. have been or results of this project liability period of all test to the defect Record least up preserved at and will be formats of law. prescribed other provision as required by any for the period conforming to not which w e r e other item of work materials or any specify were not rejected. Please 6. and which specifications standard the Yours Faithfully, Supervision) (Site Signature of Engineer N a m e : _ P R A T I K S H A ANILRAO GURIAR Phone no. 9158472082 Pratiksui Gurjar B.E.(Civil) Place: AMRAVATI Consulting Civil Engineer