Vedant 22, Old Subhedar Layout, Near lndira Gandhl Hlgh school, Nagpu.- 4,10024. sradyo, o.lisiif,s Co Mo. No. 9923131215 'rr.rg Date: The Maharashtra Resl Estatc Regulatory Authodty (Gencral) Regulations 2017 FonD-2A ENGINEER'S CERTIFICATE FOR QUALITY ASSURANCE (Sitc superviso/s Certificate to b€ Uptoaded Quart€dy) To Date:29n1a020 Mr. Anup vassntrao Medhulq Mr. Sarang Dadarao Mendhde & Mr. Husan Abid Karori, Sh6da Colotry ,Khed Road, Bmmhapud44 I 206Dstrict-Char&apur. Auli!.esselerdEste (Certilicrte no. I for thc Period ending J.nuary 29, 2020) Subject : Certificate of Cost Incurred for Development of SHREE GURUKRUPA LAYOUT' for Residential Plot bearing Survey No 307/1, Mauza Brarnhapuri, Tah Brdmhapuri, District Chaodrdpur demarcated by its boundaries Survey No. 371 to the North, Survey No. 308 to the South, Survey No. 309 ro the East, Survey No. 3072 to the West, of Division Nagpur, Taluka Bramhapuri, District Chandrapur PIN44I206 admeasuring 2500 Sq.Mtr are{ being developed by Mr. Anup vasantrro Mendhule' Mr. Sara.g Drdarao Metrdhule & Mr. Husain Abid KaroriRef: MahaREM Registration Number Sir. I, Liladhrr Bh.rilTrji Kukrdcbave undertaketr anassignmeot of Supervision of this Real Estate hoj€ct. 1. Our Responslbllity:- To carry out the work in accordance with the development permission and as per the approved plan and submit certificate of supeNision of work and to carry out material testinS in-situ or in the authorized laboratory and to ensure quality of work and workmanship as per prescribed specifications, and as per NBC and orother relevant code of practice. 1. MaterialTesdnt r l/we have applied following mandatory checks on the basic materials used in the construdion. Cement - It has been tested for its fineness, soundness, settlng time, compressive strength etc. as per tS code 3535t1986 or as per other relevant IS/BS/NBC code, o. as per industry standa.ds and its results are within the permissible limits. I. Coa6e attre8ate - It has been tested, fo. deleterious materjals, clay lumps, crushing value, impact value as per lS 2430:1986 or as per othe. relevant IS/BS/NBC code or as per industry standards and its results are within the permissible limits. u. Brlck/ Elod€ - They have beeh tested for water absorption, crushing strength etc. as per lS 5454:1978 or as per other relevant |S/BS/NBC code or as per industry standards and its results are within permissible limits. tv. Concrete/ Ready"mlx Concrete - It has been tested for compressive strength for various pedods as per lS 456:2000 and lS 1199 or as per other relevaht |5/8S/NBC code or as per industry standards and its results within permissible limits. V. Steels for concaete - It has been tested as per lS 20G2:2011 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. Testing ot oth€r materials - Other materials like sand, crushed satd. floor tiles, fixtures and fittings. pipe-s and sanitary flttings erc. (Lisr out all items) used in this project coofom to relevant IS/BSNBC code or as per standards laid down by the industry for a paflicular material. 2. Workmanghlp r InVe he.eby ceniry that work has b€en caried out unde. our supewision. We f,fthe. ceni& that workmaoship and quality is satisfactory and up to the mark and the work has been acc€ptable within the permissible limits ofdeviations as per relevant code of Practice- 3. Electrlcal Materlals and workmanshlp r Work 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 l.S/ B.S/ National BuildinS codes or as per industry standards. 4. Structural engineerr Promoters has enga8ed structural engineer Mr. Litadh.. Bhatyyaii [ulade having Licenses no.NMC Licence No 601 & NIT Licence No 2545 having office no.9923131215. The structural design of buildings in this proJect has been done under his supeNision. 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 for STABILITY and SAFETy has been kept on record. 5. Prese atlon of rccords t 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 ofwork which were not conforming to the standard specifications and which were not rejected. Yours Faithfully, Signature of Engineer (site supervisor) Name :Mr. uadtu. Elletw.rl Xukade License no. (ifanv)r NMC Ljcence No. 601 NIT Licence No 2545 :i:'J:lfin':H.'lir mn B.E. Civfl. M.Toqh ( e${- St ufrIiu- Arch: .:\ t j Englnoez l.LidrjL:r. 1,,.4. 60 1 NtT Ltc. Ho, Z&aE