avJl orchitects & interior -n ErturI* ' liilli . 'li 'ir I DESIGN CONSUTIANCY & CONTRACT EXECUTION 31-03-20 FORM-24 MahaRERA order no.(5) of 20L8 ENGINEER,S CERTIFICATE FOR QUATITY ASSURANCE To, The Luxora lnfrastructure Pit Ltd OualiW Assu rance Certificate (Certificate no 1 for the quarter ending Mar 2020) Certificate for quality of materials used and quality of Construction and workmanship for the Work of Vista 3 B project 1 No. of Building(s)/ 3 Wing(s)of the L't Phase of the project situated on the plot bearing C. S. No./C.T.S No./ survey No /Final plot no Kh No.97l1 Pt9712Pt9713pt9714pt demarcated by its boundaries (latitude and longitude of the end points) 12 mt Wide lnternal Road to the North Kh No 80 pt to the South Vista 3C to the East Proposed Vista 34 to the West of Division Nagpur Village Pipla Taluka Nagpur (Rural) District Nagpur Pin 440034 Admeasuring 3558 sq. mtrs. Area being developed by Luxora lnfrastructure Pvt Ltd. Sir, l/WeStudioEleven haveundertakenanassignmentofsupervisionofthisrealestateproject. 1 Our Responsibility: - To carry out the work in accordance with the development permission and as per the pproved 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 MaterialTesting l/we, have applied following mandatory checks on the basic materials, used in the construction i. Cement - It has been tested4or its fineness, soundness, setting time, compressive strength etc. as per lS code 3535:1986 or as per other relevant |S/85/NBC code, or as per industry standards and its results are within the permissible limits. plot no 6,1, shordo Nogor, hudkeshwor police stotion rood, neor vithobo lown, Nogpur 440034, www.studioeleven.in orchitects & inlerior ,-t 3}-NHEru DESIGN CONSUTTANCY & CONTRACT EXECUTION 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/BS/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 lS 5454:1978 or as per other relevant |S/85/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 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 2062:2011 or as per other relevant ls/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 lndustry for a particular material. 2 Workmanship:- . 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 en8ineer and its records has been maintained. The materials used conform to the relevant LS/ B.S/ National Buildin8 codes or as per industry standards. 4. Structural engineer: - promoters has engaged structural engineer Mr M/s G N Systech having Licenses no. BMC Lic No STR/S/105 having office no cell no 99207 48772 The structural design of building(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 The formwork and concrete mix design has been done as per ls 10262:2009 or as per consultant. other relevant codes as applicable. His periodic checks and certificates for STABILIW and SAFETY have been kept on record. plot no 61, shordo Nogor, hudkeshwor police stotion rood, neor vilhobo lown, Nogpur 440034, www.studioeleven'in orchitects & interior DESIGN CONSUTTANCY & CONTRACT EXECUTION 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 - (None) w Yours Faithfully, Signature of Engineer (Site Supervisor) Name: - Er. Jeevan Kute License no. (if any)- Phone no.- 099220 53099 Place:- Nagpur plot no 61, shordo Nogor., hudkeshwor police stotion rood, neor vithobo lown, Nogpur 440034, www.studioeleven.in