2, Ashirwad Pride, Opp.Iirupatl Town. Near Akashwani Tower. Gangapur Road I Nashik -13· Ph.: (0253) 2344175· Cell: 9860607888 E-mail: jd_sonar@rediffmail.com BUILDWELL BUIDERS & LAND DEVelOPERS ENGINEERS & CONTRACTOR FORM - 2A [ see MahaRERA order NO.5 of 2018 ] ENGINEER'S CERTIFICATE FOR QUATITI ASSURANCE (site supervisor's certificate) (To be uploaded quarterly) To, The M/s SQU.AREESTATE, Shop No. 01, New Spring Field Apartment, Gangapur Road, Nr. Akashwani Tower, Nashik 422013. Quality Assurance Certificate (Certificate No. QJFMo4 for the quarter ending Mar2019) Subject: Certificate for quality of materials used and quality of Construction and workmanship for the Worl< of B·SQUARE No. of Building(s) One Wing(s) of the phase of the Project situated on the plot bearing C. S. No./C.T.S No'; survey No / Final plot no. 03 & Sr. No. 30412/1 demarcated by its boundaries D. P Road to the North D. P Road to the East Open Space to the West Plot No 2 to the South to the west of Division Nashik Village Nashik Taluka Nashik District Nashik PIN 422010 admeasuring 777.87 Sq. Mtr. Area being developed by M/s SQUARE ESTATE Reference: Maha-RERA Registration No. PS1600014876 Sir, I / \\'e Jagdish Sonar have undertaken an assignment of supervision of this real estate project. I Our ResponsjbiHty: To carry out the work in accordance with the development approved permission and as 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 workmanship as per prescribed specifications, and as pCI' NBC and or other relevant code of practice. 1. Material Testing: 1/ We, have applied following mandatory checks on the basic materials, used in the 'constructi6n. 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/8s/NBC code, or per industry standards and its results ate within the permissible limits. II) Co'arsc Aggregate- It has been tested, for deleterious materials, clay lumps, crushing value, impact value as per IS ~430:1986 or as per other relevant IS/BS/NBC code or as per industry standards and its results are within the permissible limits. iii) Bricksl Blocks- They have been tested for water absorption, crushing strength etc. as per IS 5454:1978 or as per other relevant IS/8s/NBC code or as per industry standards and its results are within . .. I permissible limits . For ASHIRWAD P LL ~ Dnetor Concrete I Ready-mix Concrete - iv) It has been tested for compressive strength for various periods as 456:2000 and IS 1199or 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 ls/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, Door 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: - I/ we hereby certify that work has been carried out under our supervision. We further certify that workmanship and quality is satisfactory and lip 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 electrical installations have been carried out under authorized /registered electrical engineer and its records has been maintained. The materials used conform to the relevant l.S/ B.S/ National Building codes or as per industry standards. 4. Structural Engineer: - Promoters has engaged structural engineer Mr. Jagdish Sonar having Licenses No. _ having Office No. _ Cell No. 9860607888 The structural design of building(s) 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 forrnwork 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 STABILITI and SAFETI have been kept on record. 5· 6. :.,..- \"..._.. ,. ~,,~ /"" I