FORM-2A [ See MahaRERA order no. 05 of 2018] ENGINEER’S CERTIFICATE FOR QUALITY ASSURANCE (site supervisor’s certificate) (To be uploaded quarterly) To, DATE : 04/10/2021 The NAVSHYA HEIGHTS, SR NO 774/775/2/1, PLOT NO. 1+2, KARMYOGI NAGAR, UNTAWADI, NASHIK-422008. Quality Assurance Certificate (Certificate no 9 for the quarter ending 30/09/2021) Subject : Certificate for quality of materials used and quality /of Construction and /workmanship for the Work of 01 No. of Building(s)/ 01 Wings(s) of the --- Phase of the project situated on the plot bearing C.S. No./C.T.S. No./ Survey No./Final plot no.- S. NO.774/775/2/1, PLOT NO. 1+2 demarcated by its boundaries (latitude and longitude of the end points) P.NO. 3 to the North to the North, 9.00 M WIDE ROAD to the South, S. NO. 775/1B to the East, 9.00 M RODA WIDE to the West of Division Nashik village Shiwar taluka Nashik District Nashik PIN 422009. admeasuring 757.68 Sq mtrs. area being developed by [Promoter’s Name: NAVSHYA HEIGHTS ] Reference: MahaRERA Registration Number- P51600023210 Sir, I KAMLESHKUMAR GOVINDBHAI PATEL 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 Iaboratory and to ensure quality of work and workmanship as per prescribed specifications, and as per NBC and or other relevant code of practice. 1. Material Testins :- l/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 lS/BSA',IBC code, oras 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/BSn{BC code or 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 IS 5454:1978 or as per other relevant IS/BSA{BC 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 lS 1199 or as per other relevant IS/BSA{BC codes, as per industry standards and its results are within permissible limits. v. Steel for concrete- It has been tested as per lS 2062:201 I or as per other relevant IS/BSAIBC 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 j Oth". 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/BSA{BC code or as per standards laid down by the lndustry 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. Electrical Materials and workmanship: - works of all the electrical wiring/connections/lift installation/other electrical installations have been carried out under authorizedlregistered electrical engineer and its records has been maintained. The materials used conform to the relevant LS/ B.S/ National Buildins codes or as per industry standards. 4. Structural engineer: - Promoters have engaged structural engineer Mr.Yogesh Ashok Thatte having Licenses no. N.M.C. - 50 having office no C-2. Anand Bhakti Sankul, Near Ruturang Bhavan ,Nashik Road- 422101. 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 in consultation with soil consultant. The formwork and concrete mix design has been done as per ls 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 been properly kept in the prescribed formats and will be preserved at least up to the defect Iiability 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 conformins to the standard specifications and which were not rejected. 1) NONE Yours Faithfully, ,' Site Supervisor Name: KAMLESHKUMAR GOVINDBHAI PATEL Place : Nashik