Bhushan Shintre 1. Gurusmuti', Ncar Utsav Garden, Nashik Road. Nashik 422101. Date. 31 03/2022. FORM-2A See MahalRERA order no of 2018] Engincer's Certificate For Quality Assurance (Certificate No.07 (Seven) for the quarter ending March 2022.) (Site supervisor's certificate) (lo be uploaded quarterly) To The "Chairman, Mahurgad Co. Op. Hsg. Soc Ltd.", GPA Holder M/s. Nice Home Partnership Firm Nehru Nagar Bus Through Partner Mr. Nilesh Shinde & Other Two, Indumati Complex. Shop No.03. Stop, Near 1Big Bazar. Nashik Road, Nashik 422101. Maharashtra. and workmansh1p lor the Work Subject :Cetilicale for quality of materials used and quality of Construction ol Re-Development of Commercial & Residential Building n the Sr.No. 11/1A/1A/1/2/3/1, Plot No.18 denarcated by its boundaries, (latitude and longitude of the end poiis) On or lowards East Adj Colony Road, On or twands West Nala. On or towards South Plot No.19. On or owands North Colony Road & Open Space. Nashik District. admeasuring 695.00 Sq Mtr. area of Nashik Divisicon, Deolali Village, Nashik Taluka, Co. Op. Hsg. Soc Ltd., GPA Holder M/s. Nice Home being developed by Chairman, Mahurgad Shinde & Other Two. Nilesh Partnership Firm Through Partner Mr. Reference: Mal»kERA Registration Number P5160002203-4. Sir, ol supervision ot this real estate project. I/We, have undetaken an assignment 1. Our Responsibility:- and the development permussion and as per the approved plan To cary out the work in accordance with in-situ in the authorized of work and to carry out inateral testing or subit certilicate of supervision work and laboratory and to ensure quality of 1. Material Testing: - checks on the basie materials, used in the construction /we, have applied following mandatory i . Cement: - 3535:1986 It has been tested for its fineness, soundness, setting time, compressive strength etc. as per IS code or as per industry standards and its results are within the permissible or as per other relevant IS/85/NBC code, limits. ii.Coarse aggregate: Bhusha1 Sil A-522364-5 B.E. has been tested, for deletenmous materials, clay unps. cTushing talue 11puct value as per IS 2430119xt. as per other 1elevant 1S Bs NHC code or as per industry standards and its fesulis are within the p limits ii. Bricks/ blocks: - They have been tested for water absorption, erushing strength ete as per IS 5454 1978 or as per other relevant IS 85/NBC code or as per industuy standards and its results are within pernissible limits iv. Concrete/Ready-mix Conerete: - Ithas been tested for compiessive strength for various periods as per 1S 456 20H0) and IS 1199 or as per othet relevant IS BSNBC codes. as per industry standards and its results are within pernissibie limts v. Steel for eonerete: 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 ete. and its results are within pernissible limits. vi. Testing of Other materials: Other maternals like sand. cTushed sand, floor tiles. fixtures and tittings. pipes and sanitary fittings ete (list out all items) used m this project conform to relevant IS BS NBC code or a per standards laid down by the Industry for a particular aterial 2.Workmanship: We further certit that hereby certity that work has been camed oul under uperis1on our we and the mark and the work has been acceptable with1n the workmansh1p and qualiiv i1s satisfactory up to permissible limits of deviallons as per relevant code ot practice. 3. Electrical Materials and workmanship electncal 1stallations have been camied Works of all the electrical wiring connections lift installation other and its records has been maintained The matenals out under authorized registered electrical engineer used conform to the relevantLS 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 supenision. He has checked the soil report before laying PCC for foundation in consultation with soil consultant. he formwork and concrete mix or as per other relevant codes as applieable. His periodic chetks design has been done as per IS 10262:2009 and certificates for STABILITY and SAFETY have been kept on record 5. Preservation of records : in the preseribed fomats and will be Record of all test results of this project have been properly kept other provision of law preserved at least up to the detect liability period or for the period required by any as 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, Bh A - 5 n a t u r e Enoe of Name me A-b2 Bhushan Shintre. Nashik Place