Bhushan Shintre . Gurusmruti', Near Utsav Garden, Nashik Road, Nashik 422101 Date: 30/06/2020 FORM-2A See MahaRERA order no. of 2018 Engincer's Certificate For Quality Assurancc. Certificate No.02 (Two) for the quarter ending June 2020.) (Site supervisor's certificate) (To be uploaded quarterly) To. Home Partnership Firm The Chairman, Mahurgad Co. Op. Hsg. Soc Ltd.", GPA Holder M/s. Nice Nehru Nagar Bus Through Partner Mr. Nilesh Shinde & Other Two, Indumati Complex, Shop No.03, Stop.Near Bazar. Nashik Road. Nashik 422101, Maharashtra. Big the Work and quality of Construction and workmanship for Subject :Certiticate for quality of materials used Plot No.18. Residential Building on the Sr.No. 11/1A/1A/1/2/3/1, of Re-Development of Commercial & of the end points) demarcated by its boundanies. (latitude and longitude On or towards East Adj Colony Road, On or towards West Nala, On or towards South Plot No.l9. On or towards North Colony Road & Open Space, 695.00 Sq Mtr. area Nashik Taluka, Nashik District, admeasuring of Nashik Division, Deolali Village, M/s. Nice Home Chairman, Mahurgad Co. Op. Hsg. Soc Ltd., GPA Holder being developed by Nilesh Shinde & Other Two. Partnership Firm Through Partner Mr. Number P51600022034. Reference: MahaRERA Registration Sir. real estate project. We, have undertaken a n assignment ofsupervision of this 1. Our Responsibility: and and as per the approved plan in accordance with the development permission authorized To carry out the work out material testing in-situ or in the of supervision of work and to carry submit certificate laboratoryand ensure quality of work and 1. Material Testing : basic materials, used in theconstruction. Lwe, have applied following mandatory checks on the i. Cement- etc. as per IS code 3535:1986 soundness, setting time, compressive strength It has been tested for its fineness, standards and its results are within the permissible IS/85/NBC code, or as per industry or as per other relevant imits. Smee i.Coarse aggregate: It has been tested, for deleterious materials, clay lumps, erushing value, impact value as per IS 243011986 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 1S 5454:1978 or as per other relevant IS/85/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 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 electrical wiring/connections/lift installation/other electrical installations have been carried out under authorized/registered electrical engineer and its records has been maintained. The materials used conform to the relevant I.S/ B.S/ National Building codes or as per industry standards. 4. Structural engineer Promoters has engaged structural engineer M/S. Reliable Consultants (Prop Er. Sanjeev Patel). 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 at least up to the defect liability period or for the period as required by any other provision of law preserved 6. Please specify materials or any other item of works which were not conforming to the standard specifications and which were not rejected. Yours Faithfully, Signature of Engineer Name Bhushan Shintre. Place Nashik