STRUCTURAL CONSULTANT, SHARDUL Regd. No. CHARTERED ENGINEER & AM/ 86 188-2/5, CE/1072/5 APPOROVED VALUERS SING H NMC/49/200, C/A 2011/51112 REGD. ARCHITECT DESIGN'S Ref. No. FORM-2A Date: [See MahaRERA order no. of 2018] ENGINEER'S CERTIFICATE FOR QUALITY ASSURANCE (site supervisor's certificate) To, Aaradhana Developers, Flat No. 9, Ami Bansi Height, Ashwin Nagar, Opp. Raje Sambhaji Stadium, Nashik - 422009 (Certificate no 1 for the quarter ending 30/09/2019) workmanship for the Work Subject : Certificate for quality of materials used and quality of Construction and Wing project situated on the Plot of 1 No. of Building(s)/ 2 Wings(s) of the Vasturang Enclave G andH its boundaries (latitude bearing C.N. No/CTS No./ Survey No. 45/5/2(Part), Final Plot No. 4 demarcated by Survey No. 45/6/2 to the South, 18 and longitude of the end points) Survey No. 45/2+3+4 to the North, Village Makhmalabad, Taluka Nashik, Mtrs. Road to the East, Open Space to the West of Division Nashik, developed by M/s Vasturang District Nashik, PIN 422003 admeasuring 824.43 Sg. Mtrs. Area being Infrastructure Pvt. Ltd. Reference: MahaRERA Registration Number P51600013331 Sir, estate project. I/We have undertaken an assignment on supervision of this real 1. Our Responsibility: - permission and as per the approved plan To carry out the work in accordance with the development material testing in-situ or in the authbrized and submit certificate of supervision of work and to Carry out prescribed specifications, andas perNBC laboratory and to ensure quality of work and workmanship as per and or other relevant code of practice. SINGH R. K. Singh Structrai ESl G Ergreer AM 86 8S-2 1 Shop. No. 6, Pushpak Appt., Opp. Gopal Park, Old Pandit Colony, Nashik - 422 002. Tel. 2315146 Mob. 94-227-47144, 94-222-55752 E-mail : rksinghnashik@gmail com, vshardul@yahoo com 1. Material Testing : basic materials, used in the I/we, have applied following mandatory checks on the construction. i. Cement compressive strength etc. as per It has been tested for its fineness, soundness, setting time, code, or as per industry standards and its IS code 3535:1986 or as per other relevant IS/B5/N BC results are within the permissible limits. ii. Coarse aggregate - value, impact value as per It has been tested, for deleterious materials, clay lumps, crushing standards and its results are IS 2430:1986 or as per other relevant IS/Be/NBC code or as per industry within the permissible limits. iii. Bricks/ blocks - etc. as per IS S454:1978 or as They have been tested for water absorption, crushing strength and its results are within permissible per other relevant 15/BS/NBC Code or as per industry standards limits. iv. concrete/ Ready-mix Concrete as per IS 4S6:2000 and IS It has been tested for compressive strength for various periods standards and its results are within 1199 or as per other relevant IS/BS/NBC codes, as per industry permissible limits. v. Steel for concrete IS/BS/NBC code or as per It has been tested as per IS 2062:2011 or as per other relevant and its results are within industr vstandards for tensile strength, elongation and gauge length etc. permissible limits. vi. Testing of Other materials and sanitary Other materials like sand, crushed sand, moor tiles, fixtures and fittings, pipes IS/BS/NBC code or as per fittings etc. (List out all items) used in this project conform to relevant standards laid down by the Industry for aparticular material. 2. Workmanship: further I/ we hereby certify that work has been carried out under our supervision. We satisfactory and up to the mark and the work has been certify that workmanship and quality is acceptable within the permissible limits of deviations as per relevant code ofpraçtice. R. A Sin gh \ . S1GNS Engr.cer AL 86188-2 VASHK 2 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. having Licenses No. having Office No. Cell No. 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. 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. standard 6. Please specify materials or any other item of work which were not conforming to the specifications and which were not rejected Yours Paithfully UL SIN GA Signature of Egrheft R. K Singh Name: License no. Phone no. Stucturalrcerj AM 86183-2 Place: WASHI 3