Bhushan Shintre 1, 'Gurusmruti", Near Utsav Garden, Nashik Road, Nashik 422101. Date: 31/12/2020. FORM-2A See MahaRERA order no. of 2018] Engineer's Certificate For Quality Assurance. (Certificate No.04 (Four) for the quarter ending December 2020.) (Site supervisor's certificate) (To be uploaded quarterly) To, The Chairman, Mahurgad Co. Op. Hsg. Soc Ltd.", GPA Holder M/s. Nice Home Partnership Firm Through Partner Mr. Nilesh Shinde & Other Two, Indumati Complex, Shop No.03, Nehru Nagar Bus Stop, Near Big Bazar, Nashik Road, Nashik 422101, Malharashtra. Subject: Certificate for quality of materials used and quality of Construction and workmanship for the Work of Re-Development of Commercial & Residential Building on the Sr.No. 11/1A/1A/1/2/3/1, Plot No.18 demarcated by its boundaries, (latitude and longitude of the end points) On or towards East Adj Colony Road, On or towards West Nala, On or towards South Plot No.19, On or towards North Colony Road & Open Space, of Nashik Division, Deolali Village, Nashik Taluka, Nashik District, admeasuring 695.00 Sq Mtr. area eing developed by Chairman, Mahurgad Co. Op. Hsg. Soc Ltd., GPA Holder M/s. Nice Home Partnership Firm Through Partner Mr. Nilesh Shinde & Other Two. Reference: MahaRERA Registration Number P51600022034. Sir, / We, have undertaken an assignment of supervision of this real estate project. 1. Our Responsibility: and as per the approved plan and To carry out the work in accordance with the development permission out material testing in-situ or in the authorized submit certificate of supervision of work and to carry laboratoryand to ensure quality of work and 1. Material Testing:- used in the construction. Vwe, have applied following mandatory checks on the basic materials, i. Cement: etc. as per IS code 3535:1986 It has been tested for its fineness, soundness, setting time, compressive strength or as per other relevant IS/85/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 1S 243011986 or as per other relevant 1S BS NBC code or as per industry standards and its results are within the pernissiblc mits ii. Bricks/ blocks: They have been tested for water absorption, crushing strength etc. as per IS 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 satistactory 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 caried out under authorized registered clectrical 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 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 inconsultation with soil consultant. The formwork and concrete mix design has becn 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 becn properly kept in the preseribed 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 works which were not conforming to the standard specifications and which were not rejected Yours Faithfully, Signature of Eng1neer Name Bhushan Shintre. Place Nashik