FORM-2A I See MahaREI{,2\ order no. of 2018] ENGINEER'S CERTIITICA'TE F'OR QUALITY ASSURANCE (site supervisor's certiljcate) ('l o be uploaded quarterly) To, Asha Builders & Developers Project : shricharan hieghts " Akola Oualitv Assurance Certificate (Certificat. ,o ....*I1..t.4..1...........for the quarter ending .St(9J ..-..27P.)" Subject : Certiflcate for quality of materials used and quality of Construction and workmanship fbr the Work of 1 No. of Building(s)/ I Wings(s) of the first Phase of the proiect situated on the plot bearing C. S.No./C.T.S. No./ Survey No 53/A ./l'-inal plot no. 22 dem'arcated 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 urnri pra village Llnri taluka Akola District Akola PIN 444001admeasuring379 sq.mtrs. area being developed by Asha Builders and Developers Reference: MahaRERA Registration N umber- P5010000 91.61. Sir, I/ We Abhiieet Puri_ have unclertaken an assignrnent of supervision of this real estate proiect. 1. Our Responsibility: - To carry out the work in accordance with the development permission and as per the approved plan and subrnit certificate of supervision of work and to carry out rnaterial testing in-situ or in the authorized laboratory and to ensure qualitv of work and 1. Material T'esting :- I/we . have applied following manclatory checks on the basic rnaterials. used in the construction. i. Cement- It has been tested for its fineness. soundness. setting tirne, compressive strength etc. as per IS code 3535:1986 or as per other relevant ls/85NBC code, or as per industry standards and its results are within the permissible limits. ii. Coarse aggregate - lt 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 permissible lirnits. iii. Bricks/ blocks - They have been tested for 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 compressive strength fbr various periods as per 15 456:2000 and lS 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 lS 2062:201 1 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 materials like sand, crushed sand, floor tiles, fixtures and {ittings, pipes and sanitary fittings etc. (List out all items) used in this pro.iect confon-t-t to relevant IS/BSNBC code or as per standards laid down by the lndustry tor a particular material. 2. Workmanship:- I/ we hereby certify that work has been carried out under our superyision. We further certifu 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 workmanship: - works of all the electrical wiring/connections/litt installation/other electrical installations have been carried out under authorized/registered electrical engineer and its records has been maintained. The rnaterials used confonn to the relevant l.S/ B.S/ National Building codes or as per industry standards. 4. Structural gngineer: - Prornoters has engaged stiuctural engineer Mr. Vipul Neeraj Khosla. having Licenses no. DDMCO/R/ 2021 /APr,i0040 I having office no. 8983735850 Cell no. 8983735850 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 fbr 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 fbnnats and will be preserved at least up to the defect liability period or fbr the period as required by any other provision ol'law 6. Please specity rnaterials or any other itern of work which were not conforming to the standard specifications and which were not receded. ;bhijit S. Purl ir:r [:{* ivfr X}, Itq ffi (C "nr,l } A.ltola 8452829406 Yours Faithfully, Signature of Engineer (Site Supervisor) Name Abhijit Sanjay Puri License no.[if any ] Phone no. 8452829406 Place :- Akola