Bhushan Shintre 1, Gurusmruti', Near Utsav Garden, Nashik Road, Nashik 422101. Date 30/09/2020. FORM-2A (See MahaRERA order no. of 2018] Engineer's Certificate For Quality Assurance. (Certificate No.03 (Three) for the quarter ending September 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, Maharashtra. 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. being developed by Chairman, Mahurgad Co. Op. Hsg. Soe Ltd., GPA Holder M/s. Nice Home Partnership Firm Through Partner Mr. Nilesh Shinde & Other Two. Reference: MahaRERA Registration Number PS1600022034. Sir, I/We, 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-situ or in the authorized laboratory and to ensure quality of work and 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, compressive strength etc. as per IS code 3535:1986 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 : t has been tested, for deleterious materials, clay lumps, crushing valuc, impact value as per IS 243011986 or as per othcr relevant IS/BS/NBC code or as per industry standards and its results are within the permissible imits. iii. Bricks/ blocks: They have been tested for water absorption, erushing strength cte. 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/NBCcode or as per industry standards for tensile strength, elongation and gauge length etc. and its results are within pemissible limits. vi. Testing o f Other materials: - Other materials like sand. crushed sand. floor tiles, fixtures and fittings, pipes and sanitary fittings ete. (1List out all items) used in this projeet conform to relevant IS/BS/NBC code or as per standards laid down by thec Industry tor a particular material. 2. Workmanship that we hereby certify that work has been carried out under our supervision. We further certify within the workmanship and quality is satisfactory and up to the mark and the work has been acceptable 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 elcctrical enginer and its records has been maintained. The materials used confom 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 mix report bcfore layingPCC for foundation in consultation with soil consultant. The formwork and concrete 10262:2009 o r as per other relevant codes a s applicable. His periodic checks design has been done as per IS SAFETY have been kept on record. and certificates for STABIILITY and 5. Preservation of records:- have been properly kept in the prescribed formats and will be Record of all test results of this project or for the period as required by any other provision of law preserved at least up to the defect liability period 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, ignature of Engineer Name Bhushan Shintre. Place Nashik