FORM-2A I See MahaRERA order no. 05 of 20181 ENGINEER'S CERTIFICATE FOR QUALITY ASSURANCE (site su pervisor's certificate) (To be uploaded quarterly) To, DATE: 25/lt/2019 The BADRINATH HEIGHTS CO OP HOUSING SOCIETY LTD SR No. 984/1 B 12 PLOT NO. 1 7+18. MANGAL MURTI NAGA& NEAR SAPNA THEATER, NASHIK-422009. Oualitv Assurance Certificate (Certificate no I for the quarter ending 25111/2019) 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.984/18/2. PLOT NO. 17118 demarcated by its boundaries (latitude and longitude of the end points) S.NO.984/38/2 to the North, PLOT NO. 16 to the South, 9M road to the East, PLOT NO.11+12 to the West of Division Nashik village Shiwar taluka Nashik District ![4[! PIN 422009. admeasuring 356.88 mtrs. area being developed by [Promoter'sName: BADRINATH HEIGHTS CO OP HOUSING SOCIETY LTDI Reference: MahaRERA Registration Number- APPLIED Sir, I KAMLESHKUMAR GOVINBHAI PATEL have undertaken an assignment of supervision ofthis real estate project. l. 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 workmanship as per prescribed specifications, and as per NBC and or other relevant code ofpractice. 1. Ms!s!cl-Ie$!4c :- I/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/BS/NBC code, or as 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/BSNBC code or as per industry standards and its results are within the permissible limits. iii. Bricks/ blocks - They have been tested for water absorpion, 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/B SA.I'BC codes, as per industry standards and its results are within permissible limits. v. Steel for concrete- It has been tested as per IS 2062:201I or as per other relevant IS/BSA{BC 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 other materials like sand, crushed sand, floor tiles, fixtures aird fittings, pipes and sanitary fittin6 etc. (List out all items) used in this project conform to relevant IS/BSA',IBC 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 ofdeviations as per relevant code ofpractice. 3. Electrical Materials and workmanship: - works of all the electrical wiring/connections/lift installation/other electrical installations have been carried out under authorized/registered 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 Ruturanq 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 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. 1) NONE Yours Faithfu lly, Site Supervisor Name: KAMLESI{KUMAR GOVINDBHAI PATEL Place : Nashik