Hitesh Rakholiya & Asso K.Hirji Bunglow, P.No.17,S.No.313/3, Opp.Shiv Mandir, Narhari Nagar, Pathardi, Nashik. Mob.No.9403410513 Date: 5 /2020 FORM-2A [See MahaRERA order no. of 2018] ENGINEER's CERTIFICATE FOR QUALITY ASSURANCE (slte supervisor's certificate) To, The Kamdhenu Co-Operative Housing Soclety, (Certificate no 1 for the quarter ending 30/06/2020) Subject Certificate for quality of materials used and quality of Construction and workmanship for the Work of 1 No. of Buildingls)/ Wingsts) of the Kamdhenu Co-0perative Housing Society Phase of the project situated on the plot bearing C. S. No./c.T.S. No./ Survey No./Final plot no. Plot No. 02+06+07 5 No. 28/2 1+5/2/28-4+55/1A/1 demarcated by its boundaries (latitude and longitude of the end points) 18 mtrs. D.P. Road to the North Plot No. 5,8 and 7.5 mtrs Colony Road to the South Plot No. 1 of S No. 28/2 to the East Open Space to the West of Division Nashik Village Kamathwade Taluka Nashik District Nashik PIN 422010 admeasuring 3332.80 sq.mtrs. area being developed by Kamdhenu Co-Operative Housing Society Reference: MahaRERA Registration Number P51600016952 Sir, 1/We have undertaken an assignment on 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 laboratory and to ensure quality of work and workmanship as per prescribed specifications, and as per NBC and or other relevant code of practice. HITESH RAKHOLIYA Engineer Regd.No.553 1. Material Testing /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 I5/85/N BC code, or as per industry standards and its results are within the permissible limits. il. 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/Be/NBC code or as per industry standards and its results are within the permissible limits. ii. Bricks/ blocks They have been tested for water absorption, crushing strength etc. as per IS S454:1978 or as per other relevant 15/BS/NBC 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 4S6:2000 and IS 1199 or 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 per IS 2062:2011 or as per other relevant IS/BS/NBC code or as per industr v 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, moor 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: 1/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. H&TES RAKHOLYA 2 Egneer Regd.No.558 3. Electrical Materlals and workmanship:- electrical installatlons Works of al the electrical wiring/ connections/lift installation / other and its records has been have been carried out under authorized /registered electrical engineer codes or as per maintained. The materials used conform to the relevant 1.S/ B.S/ National Building industry standards. 4. Structural engineer: 61/125havina Licenses no. Promoters has engagedstructural engineer Mr. having office no97045044cell no.104504u1 done under his supervision. He has The structural design of buildings in this project has been consultation with soil consultant, The checked the soil report before laying PCC for foundation in 10262:2009 or as per other relevant formwork and concrete mix design has been done as per IS STABILITY and SAFETY have been kept on codes as applicable. His periodic checks and certificates for record. 5. Preservation of records:- Record of all test results of this project have been properly kept in the prescribed formats and will be the period as required by any other preserved at least up to the defect liability period or for provision of law. not conforming to the standard 6. Please specify materials or any other item of work which were specifications and which were not rejected Yours Faithfully, Signature of Engineer (Site Supervisor) Name: License no. (if any) Phone no. Place: HITESH RAKNOLIYA Engineer Regd.No.558 3