FORfuI-2A I See MahaRERA order no. of 2018] ENG IN E,ER' S CERTIFI C ATE I-'O R. QUALITY AS SURANCE (site supervisor's certificate) (To be uploaded quarterly) To, Asha Builders & Developers Project : shricharan hieghts . Akola Oualitv, Assurance Certificate { (Certificat. no ....!i]..1..3.1..........for the quarrer ending .ffi W14\- .....,.........,1 Subject : Certiflcate fbr quality of rnaterials used and quality of Construction and workmanship fbr the Work of I No. of Building(s)/ I Wings(s) of the first Phase of the pro.iect situated on the plot bearing c. S.No./C.T.S. No./ Survey No 53/A ./Final plot no. 22 demarcated by its boundaries (latitude and longitude of the end points) 60 ft layout road to the North Remaining part of plot no 22 of Mr Govindabhau Pachurkar to the South Layout road to the East Dr Sudhir Lakhdive plot to the West of Division NAP 34 umri pra village Urnri laluka Akola District Akola PN 444001admeasuring3T9 sq.mtrs. area being developed by Asha Builders and Developers Reference: MahaRERA Registration Nurnber- P5010000 91,61, Sir. I/ We Abhiieet Puri_ have undertaken an assignment of supervision of this real estate pro-iect. l. our Responsibility: - To carry out the work in accordance with the development perurission and as per the approved plan and subrnit certificate of supervision of work and to carry out rnaterial testing in-sitrh or in the authorized laboratory and to ensure quality of work and 1. Material Testing :- I/we. h4ve applied following mandatory checks on the basic tnaterials, used in the construction. i. Cernent- It has been tested for its flneness, soundness. setting time, compressive strength etc. as per IS code 3535:1986 or as per other relevant ls/854{BC 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, irnpact value as per ls 243011986 or as per other relevant IS/BS/NBC code or as per industry standards and its results are within the pennissible lirnits. iii. Bricks/ blocks - They have been tested fbr water absorption, crushing strength etc. as per lS 5454:1978 or as per other relevant IS/85NBC code or as per industry standards and its results are within permissible limits. iv. Concrete/Ready-rnix concrete- It has been tested for cornpressive strength fbr various periods as per 15 456:2000 and lS l l99 or as per other relevant IS/BS/NBC codes. as per industry standards and its results are within pennissible limits. v. Steel fbr concrete- It has been tested as per lS 2062:201 I or as per other relevant IS/BS/NBC 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 rnaterials like sand, crushed sand, floor tiles, fixtures and {ittings, pipes and sanitary fittings etc. (List out all items) used in this pro.iect confom to relevant IS/BSNBC code or as per standards laid down by the lndustry fbr a particular material. 2. Workrnanship:- I/ we hereby certify that work has been carried out under our supervision. we further certity that workmanship and quality is satisfactory and up to the mark and the work has been acceptable within the perrnissible lirnits of deviations as per relevant code of practice. 3. Electrical Materials and workrnanship:- 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 rnaterials used confbnn to the relevant l.S/ B.S/ National Building codes or as per industry standards. 4. structul"al engineer: - Promoters has engaged strdctural engineer Mr. Vipul Neeraj Khosla, having l.icenses no. DDMCO/R1212L I APL1 0040 t having olllce no. 8983735850 Cell no. 8983735850 The structural design of bgildings 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 fonnwork and concrete mix design has been done as per ls 10262:2009 or as per other relevant codes as applicable. fiis periodic checks and certitlcates 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 o I law 6. Please specily rnaterials or any other item of work which were not conforming to the standard specifications and which were not receded' ffilifrt s- Puri BE(civil), MFJS:M) ixot" alszszsaoo Yours Faithfully, Signature of Engineer (Site Supervisor) Name Abhijit Sanjay Puri License no.[il'any ] Phone no . 8452829406 Place :- Akola