Vishal Kaklij. (BE Civil) At Post Patil Lane, Nandgaon, Tal - Nandgaon, Dist - Nashik - 429106. Contact :- 8208276523. FORM-2A I See MAHA - RERA order no. of 2018 ] ENGINEER'S CERTIFICATE FOR QUALITY ASSURANCE To The lWs. Anuraj Buildcon, Office No 109, 113 to 116, The Presidency, Old Agra Road, Gadkari Chowk, Nashik 422 0ll, Oualitv Assurance Certificate ( Certificate no I for the quarter ending Dec - 2019 ) Subject :- Certificate for quality of materials used and quality of Construction and workmanship for the Work of I No. of Building(s)/ I Wing (s) of the _-_ Phase of the project Aaradhya Apartment situated on the plot bearing C. S. No./C.T.S. No./ Survey No./Final plot no.467l1 demarcated by its boundaries (latitude and longitude of the end points- (90 59'16,71'N,73 48'21.67"8) By 7.5 Mtrs. Colony Road to the North. - By 15 Mtrs. D.P. Road & Nasardi River to the South. - By Sr.No.46712 to the East. - By. Sr.No. 468 to the West. of Division Nashik village Nashik taluka Nashik District Nashik PIN 42201I admeasuring 1909-09 Sq. Mtrs. area being developed by M/S. ANURAJ BUILDCON Reference: MAHA RERA Registration Number- P51600014697 Sir, I/ We have undertaken an assignment of supervision of this realestate 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 1. Material Testins :- 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/85A.,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 lS 243011986 or as per other relevant IS/BSATIBC 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 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-mix Concrete- It has been tested for compressive strength for various periods as per 15 456:2000 and lS 1 199 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/BSNBC 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 {fittings, pipes and sanitary fittings 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. ll/orkmanship:- 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 authorized/registered electrical engineer and its records has been maintained. The materials used conform to the relevant I.S/ B.S/ National Building codes or as per industry standards. 4. Structural engineer: - Promoters has engaged structural engineer Mr Prassana Bhore having Licenses Registration No 60 Certificate no. 41 dated 21.12.2010 having office Aditya Tower , Canada Corner, Nashik 422005. - Cell no - 9422246869 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 is 10262:2009 or as per other relevant codes as applicable. His periodic checks and certificates for STABILITY and SAFETY have been kept on record. e#u' 5. Presenation 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 otherprovision of law 6. Please specifr materials or any other item of work which were not conforming to the standard specifications and which were not rejected. -No Such Material A r,\il -. \DlaF<' Yo[n Faithfully, Signature of Engineer (Site Supenisor) Name:- Vishal Kaklij- Contact 1820827658. Place:-Nashik