a Er. Gaurav G. Wagh A/p Ranwad, Near Bhawani Mata Temple M -7 27 62207 zt,e,. i r,]] ffi SIH'S ;ff J:j* FORM - 2A ENGINEER'S CERTIFICATE FOR qUAUW ASSURANCE To, Date: 12.04.2020 SHYAM CONSTRUCTTON 3, Vaishnavi Row House, Lane No. 4, Kala Nagar, Opposite Reliance petrotpump, Dindori Road, panchavati, Nashik-422003 QUATITY ASSURANCE CERTI FICATE (Certificate No. 1 for the year Ending 3LlO3/2O2Ol Subiect: certificate for quality of materiars used and quality of construction and workmanship for the work of 3 No. of Building(s)/3 wings(s) of the singte phase project situated on the plot bearing of the survey No.7L/Ldemarcated by its boundaries (ratitude and longitude of the end points) 18.00 Meter wide Dp Road to the North, plot No. 63, 64 & 56 to the south' Plot No' 78,83 & colony Road to the East, Nallah to the Nashik village Nashik Taluka Nashik west of Division District Nashik ptN 422004 admeasuring 425g.33 sq. Mtrs. area being developed by SHyAM CONSTRUCTTON. Reference: MahaRERA Registration Number- p515ooo232o5 Sir, I Er' Gaurav G' wagh have undertaken an assignment of supervision of this reatestate project. Our Responsibility: To carry out the work in accordance with the development permission and as per approved plan and submit certificate of the supervision of work and to carry out material testing in-situ or in the authorized laboratory and to ensure quality of work and 1. MaterialTestine: l/we have applied following mandatory checks on the basic materials, used in the construction. Er. Gaurav G. Wagh A/P Ranwad, Near Bhawani Mata Temple I Taluka Niphad, District Nashik M -7 27 62207 2L, Em a i I :ga u ravwagh 7 120@gm a i l. co m i. Cement: It has been tested for its fineness, soundness, setting time, compressive stren4h etc. as per !s code 3535:1986 or as per other retevant ls/85/NBc code, or as 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 243oL7986 or as per other relevant ts/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:L97g or as per other relevant ls/8s/NBc code or as per industry standards and its resutts are within permissible limits. iv. Concete/ 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 ls/Bs/NBc codes, as per industry standards and its resutts 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 tike sand, crushed sand, ftoor tiles, fixtures and fittings, pipes and sanitary fittings etc. (List out all items) used in this project conform to retevant ls/Bs/NBc code or as per standards laid down by the industry for a particutar materiat. 2. Workmanship: l/ we hereby certify that work has been carried out under our supervision. We further certifo that workmanship and quality is satisfactory and up to the mark and the work has been acceptable within the permissible timits of deviations as per relevant code of practice. g. t Er. Gaurav G. Wagh A/p Ranwad, Near Bhawani Mata Tempte M-727622o721,rr.,,,11'r'rl1,I$1H'$;ff J,ltj* works of all the electrical wiring/connections/lift installation/other etectrical installations have been carried out under authorized/registered etectrical engineer and its records has been maintained' The materials used conform to the relevant l.s/ B.s/ National Building codes or as per industry standards. 4. Structural Engineer: Promoters have engaged structural engineer Mr. shaitesh Dhumane having License No SELR having office at s7s8, 2nd Floor, Rajvee Enclave, New pandit colony, Nashik, Cell No 98220453tL. 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 ts 10262:2009 or as per other relevant codes as applicabte. His periodic checks and certificates for STABILIW and SAFETy have been kept on record. 5. Preservation Of Records Record of all test results of this project have been properry 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 5' Please specif,i materials or any other item of works which were not conforming to the standard specifications and which were not rejected. rs Faithfully, Signature of Engineer (Site Supervisor) Name: Er. Gaurav G. Wagh License no.(if any) NA Phone No.727GZ2O7ZL Place: Nashik