I FORM.2A I See MahaRERA order no. of 2018] TNGINEER'S CERTIFICATE FCIR QUALITY ASSURANCE isite su pervisor's certificate) (To be uploaded quarterly) To, The Vikas Developers, Shri Dnyanesh Arcade,CTS No-20310 / 4 Samarth Nagar,Aurangabad. 43 1001 QualitV Assurance Certificate {Certificate no sA, spAnsH/oc 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 Building of the project SAI SPARSH situated on the Plot bearing No. 16-A, , of Gut No. 47, of Village ltkheda, Tq. & Dist. Aurangabad demarcated by its boundaries (latitude and longitude of the end points) Plot No. 17 to the North 12 tt/tr. Wide Road to the South Plot No. 16-8 to the East g lVltr. Wide Road to the West of Division Aurangabad Plot bearing No. 16-A. , of Gut No. 47, of Village Itkheda, Tq. & Dist. Aurangabad - area admeasuring 470.48 Sq.Meters. for Building Sai Sparsh is being developed by M/s. Vikas Developers (Prop .Vikas Laxman Chaudhary Referen ce : l\llahaRERA Reg istration N umber- P5 1 5000 16484 Sir, I Pawan N. Potarwar have undertaken an assignment of supervision of this real estate project. {. 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 Testing :- l/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 lS code 3535:1986 or as per other relevant |S/8S/NBC 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 ISIBS/NBC code or as per industry standards and its results are within the permissible limits. iii. Bricksi blocks - They have been tested for water absorption, crushing strength etc. as per lS 5454:1g78 or as per other relevant lS/85/NBC code or as per industry standards and its results are within permissible limits. iv. ConcretelReady-m ix Concrete- It has been tested for cornpressive strength for various periods as per 15 4SG:2000 and lS 1 1gg or as per other relevant IS/BS/NBC codes, a$ per industry standards and its results are within permissible limits. v. $teel for concrete- It has been tested as per lS 2062:2011 ar as per other relevant IS/BS/NBC code or as per industry standards for tensile strength, elongation and gauge length etc. and its results are within permissible limits. vi. Testing of Other materials Other materials like sand, crushed sand, floor tiles, fixtures and {fittings, pipes and sanitary fittings etc. (List out all items) used in this project conform to relevant IS/BS/NBC code or as per standards laid down by the industry for a particular material. 2. W.orkmanship:- l/ we hereby certify that work has been carried out under our supervision. We further certify that workmanship and quality is satisfactory and up to the mark and the work has been acceptable within the permissible limits of deviations as per relevant code of practice. 3" Electrical ll/laterials and workmanship: - works of all the electrical wiring/connectionsllift installationlother electrical installations have been carried out under authorized/registered electrical engineer and its records has been maintained. The materials used conform to the relevant LS/ B.S/ National Building codes or as per industry standards. 4. Structural engineer: * Prornoters has engaged structural engineer ltllr. Vikas L.Chaudhary having Licenses no. 8.126191 having office no(0240)2328620. cell no 9822034291 The structural design of buildings in this project has been done under his supervision. He has checked the soil report before laying PCC for foundation in consultation with soil consultant. The formwork and concrete mix design has been done as per ls 10262:2009 or a$ 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. Nifi Yours Faithfully, Signature of Engineer (Site Supervisor) Name: Pawan N. Potarwar- Phone no.9921470214