I 2, As~irwad Pride, Opp.TIrupati Town,Near Akashwani Tower,Gangapur Road Nashlk ".13• Ph.: (0253) 2344175. Cell: 9860607888 E-mail: Jd_sonar@rediHmail.com BUILOWELL 8UIDERS & LAND DEVElOPE ENGINEERS & CONTRACTO FORM-2A [ see MahaRERAorder NO.5 of 2018 ] ENGINEER'S CERTIFICATE FOR QUATITY ASSURANCE (site supervisor's certificate) (To be uploaded quarterly) To, The M/s SQUAREESTATE, Shop No. 01, New Spring Field Apartment, Gangapur Road, Nr. Akashwani Tower, Nashik 422013. Quality Assurance Certificate (Certificate No. QJFMo4 for the quarter ending Apr-i to Octic) Subject: Certificate for quality of materials used and quality of Construction and workmanship for the Work of B·SQUARENo. 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 DivisionNashik VillageNashik Taluka Nashik District Nashik PIN 422010 admeasuring m.87 Sq. Mtr. Area being developed by M/s SQUAREESTATE Reference: Maha-RERA Registration No. PS1600014876 Sir, 1/ We Jagdish Sonar have undertaken an assignment of supervision of this real estate project. Our Responsibility: To carry out the work in accordance with the development approved perrmssion 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 per NBCand or other relevant code of practice. 1. Material Testing: 1/ 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 IScode 3535:1986 or as per other relevant IS/8S/NBC code. or 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 IS 2430:1986 or as per other relevant IS/BS/NBC code O[as per industry standards and its results are within the permissible limits, iii) Bricks! Blocks - They have been tested for water absorption, crushing strength etc. as per IS5454:1978 or as per other relevant IS/8S/NBC code or as per industry standards and its results are within permissible limits. o ASH WAD SUI DWELL ~ iv)Concrete / Ready-mix Concrete - 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 Is/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, 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: - I/ 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. Electncal Materials and Workmanship: - Works of all the electrical wiring/ connections / lift installation electrical installations have been carried out under authorized /rcgistered electrical engineer and its records has been maintained. The materials used conform to the relevantl.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 ofbuilding(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 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 STABIU1Y and SAFElY 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 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 work which were not conforming to the standard specifications and which were not rejected. i) --NA-- _ ii) _ iii) _ Yours Faithfully, For, -"' .... An ., II ')WELL ~ RI T Signature of Engineer (Site Supervisor) Name: Jagdlsh Sonar License No. (if any) _ Phone No. 9860607888 Place: Nashik