Off. : 6, Ashtavinayak Residency, Sadguru Nagar. Mumbai- Agra Highway. Nashik - 422009 RAHUL B. THAKARE Email.:thakare_rahuI2006@rediffmall.com ENGINEERS & GOVT. CONTRACTORS Mobile No. : 098810760531 Tel.: 0253- 2472484 FORM-2A [ see MahaRERA order NO.5 of 2018 ] ENGINEER'S CERTIFICATEFOR QUATITYASSURA.."lCE (site supervisor's certificate - To be uploaded quarterly) To, Date:- 12 February :.a019 The Mr. Rahul Bhaskarrao Thakare & Mr. AjayAbaji Chavan Swami Vivekanand Kagar, Nr, Water Tank, Opp. Irrigation Colony, Makhrnalabad, Panchvati, Nashik 422003 Quality Assurance Certificate (Certificate No. SA/02/19 for the quarter ending Jan-ie) Subject : Certificate for quality of materials used and quality of Construction and workmanship for the Wurk of Shree Raj Vihar No. of Building One of the phase of the Project situated on the PIal bearing Survey No. 417/3A Final Plot No. 104 demarcated by Us boundaries 12Mtr. ColonyRoad to the North Plot No. 105to the South Open Space to the East Plot No. 103 to the West of Division Nashik Village Nasik Taluka Nasik District Nashik PIN 422003 admeasuring 320 sq.mts. area being developed by Mr. Rahul Bhaskarrao Thakare & Mr. AjayAbaji Chavan. Reference: MahaRERA Registration No. 1'51600017066 Sir, 1/ We Jayesh Batavia have undertaken an assignment of supervision of this real estate project. Our Responsibility: To carry out the work in accordance with the development approved permission and -...as plan and submit certificate of supervision uf work and to carry out material testing in-situ or in the authorized laboratory and to ensure quality of work and workmanship as per prescribed specifications, and as per NBCand or other relevant code of practice. 1. Mater-ial Testing: 1/ We, have applied following mandatory checks 011 the basic materials, used in the construction. i) Cement- It has been tested for its fineness, soundness, selling time, compressive strength etc. as per 1S code 353!j:1986 or as per other relevant IS/8S/NBC code, or per industry standards and its results are within the permissible limits. ii) Coarse Aggregate - It has been tested, [or deleterious materials, clay lumps, crushing value, impact value as per lS 2430:1986 or as per other relevant IS/BS/NBC code or as per industry standards and its results are within the permissible limits. hva G.uOay .... iii) Bricks/ Blocks - They have been tested for water absorption, crushing strength etc. as per 185454:1978 or as per other relevant IS/8S/NBC code or as per industry standards and its results are within permissible limits. iv) Concrete I Ready-mix Concrete - It has been tested for compressive strength for various periods as 456:2000 and 18 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 code or as per IS 2062:2011 or as per other relevant IS/Bs/NBC 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/ HS/NBC code or as per standards laid down by the industry for a particular material. 2. Worlonanship: - I/ live hereby certify that work has been carried oul 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 Workmanshlpr - Works of all the electrical wiring/ connections I lift ...... installation electrical installations have been carried 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. Jayesh Batavia having Licenses No. A-''v1087173-Shaving Cell No. -1-91:l53 2574016 The structural design ofbuilding(s) in this project has been done LInder 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 ls 10262:2009 or as per other relevant codes as applicable. His periodic checks ami 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 oflaw. 6. Please specify materials or any oilier item of work which were not conforming to the standard specifications and which were not rejected. i) --::--TA-- Yours Faithfully, Et RAHUL B. THAKARE Signature of Engineer (Site Supervisor) CONSULllNG CIVIL ENGG. Name: RAHUL H. THAKARE NMC Reg. I~o. 742 License No. (if any) :::-.lMC-248 NMC Ucense No. 248 Phone No. -r91 988 1076053 Place: Nashik Date - 31 Dec. 2020 hva G.uDay ....