Rojendro Manker CONSULTING ENGINEER PLANNERS AND VALUERS 59/901, Chatono Nogar, Neor KrishnoMondir, Mumboi· Agro Rood, Nashilc· 422 009. Dial: 9422249456,94231 74307 ernoli: shree.rohon@Yohoo.co.in FORM - 2A [ see Maha-RERA order NO.5 of 20181 ENGI~EER'S CERTIFICATE FOR QUATITY ASSURANCE (site supervisor's certificate) (To be uploaded quarterly) To, The Partner, Viraj Buildcon, Jijai, 66/901, Chelna Nagar, Mumbai Agra Road, Nashik - 422009. Quality Assurance Certificate (Certificate No. VB/JAN/19 [or the quarter ending MUl'1B-Jam9) Suhject : Certificate for quality of materials used and quality of Construction and workmanship for the Work of Viraj Apartment No. of Building one of the Project situated on the plot bearing Survey NO.324/1/B/3/1/2 Final Plol No. 02 demarcated by its boundaries ( latitude and longitude of the end points) Adj. Plot No. 21 to the North 6 Mtr Colony Road to the South 12 Mtr Road to the East Adj. Plot No. 01 to the West of Division Nashik Village Nashik (M Corp) Taluka Nashik District Nashik PIN 422010 admeasuring 362.31 sq.mts. area being developed by Viraj Buildeon. Reference: MahaRERA Registration No. PS160001S801 S:r, 1/ We Rajendra Mankar have undertaken an assignment of supervision of this real estate project. Qur Responsibility: To carry out the work in accordance with the development approved permission and as 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. 1. Material Testing: 1j 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 lS/8S/~BC code, or 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 IS 2430:1986 or as per other relevant TSjBS/NBC 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 IS 5454:1978 or as per other relevant IS/8S/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 456:2000 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 code or as per IS 2062:2011 or as per other relevant Is/Bs/NBC 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 fillings, pipes and sanitary fittings etc. (List out all items) used in this project conform to relevant IS/BS/N BC code or as per standards laid down by the industry for a particular material. 2. Worlonanship: - 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 V\lorkmanship: - Works of all the electrical wiring/connections /lift installation electrical installations have been carried out under authorized /registered electrical engineer and its records has been maintained. The materials used conform to the relevant 1.S/ B.S/ National Building codes or as per industry standards. 4. Structural Engineer: - Promoters has engaged structural engineer !VIr. Rajcndra Mankar having Licenses No. having Office No. Cell No. 9422249456 The structural design ofbuilding(s) 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 clone as per Is 10262:2009 or as per other relevant codes as applicable. His periodic checks and certificates for STABILITI and SAFETI have been kept on record. 5. Preservation of Records: - Record of alltest 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 maLerials or any other item of work which were not conforming to the standard specifications and which were not rejected. i) \ Yours Faithfully. -, Raiendra 1V1.Mankar I ,~. Consu!tmg Engineers \ ~ • -,t. Valuers & Planners / (', Sig ofEngineer (Site Supervisor) NameiMr. Rajendra Mankar License-No. (if any) I '2.. $' \ '2'3' '2..' \ S Phone No. 9422249456 ' Place: -Nashik