Er. Gaurav G. Wagh A/P Ranwad, Near Bhawani Mata Temple Taluka Niphad, District Nashik a M -7 27 62207 2L, Email :ga u ra vwa g h 7 20 @ g m a i l. co m 1_ FORM - 2A ENGINEER'S CERTIFICATE FOR QUALTTY ASSURANCE Date: 10.04.2021 To, SHYAM CONSTRUCTION 3, Vaishnavi Row House, Lane No.4, Kala Nagar, Opposite Reliance Petrol Pump, Dindori Road, Panchavati; Nashik-4220O3 ' QUALIW ASSURANCE CERTIFTCATE (Certificate No. 2 for the Year Ending 3L/O3/202L) Subiect: Certificate for quality of materials used and quality of Construction and workmanship for the Work of 3 No. of Building(s)/3 Wings(s) of the Single Phase of the project situated on the plot bearing Survey No.7I/t demarcated by its boundaries (latitude and longitude of the end points) 18.00 Meter wide DP Road to the North, Plot No. 63, 64 & 66 to the South, Plot No. 78, 83 & Colony Road to the East, Nallah to the West of Division Nashik Village Nashik Taluka Nashik District Nashik PIN 422004 admeasuring 4258.33 Sq. Mtrs. area being developed by SHYAM CONSTRUCIION. Reference: MahaRERA Registration Number- P51600023205 Sir, I Er. Gaurav G. Wagh have undertaken an assignment of supervision of this realestate project. Our Responsibility: To carry out the work in accordance with the development permission and as per the approved 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 1. MaterialTestins: 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 Taluka Niphad, District Nashik M -7 27 62207 2t, Email :ga u ra vwa g h 7 1 20 @ g m a i l. co m Cement: It has been tested for its fineness, soundness, setting time, compressive strength etc. as per lS code 3535:L986 or as per other relevant ls/8s/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 243077986 or as per other relevant |S/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 5454:1g7g or as per other relevant ls/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 L5 456:2000 and ls 1199 or as per other relevant |s/BS/NBC codes, as per industry standards and its results are within permissible limits. v. Steel For Concrete: It has been tested as per ls2052:2071or as per other relevant ls/Bs/NBccode or as per industry standards for Iensile strength, elongation and gauge length etc; and its results are within permissible limits. vi. Testing Of Other Materiats: other materials like s.and, crushed sand, floor tires, fixtures and fittings, pipes and sanitary fittings etc' (List out atl items) used in this project conform to relevant ts/Bs/NBc code or as per standards'laid down by the industry for a particurar material. 2. Workm?ns.htpi tl.we hereby certlfy that work has been carrled out under our superyl$on. We further cefflfy thht Workmdnshtp bnd qu'atity ts satlsfacto rY and - ,.r l.+r r+- up to the mark and the work has been acc6ptfiii' withiii the permissibte' lliriits or deviitfrris as'perti"rrni'code of practice. 3. Electrical Materials And Workmanship: f : ''I:.-.rr'F;!..,.. Er. Gaurav G. Wagh A/P Ranwad, Near Bhawani Mata Temple Taluka Niphad, District Nashik M -7 27 62207 2L, E m a i I ga u ravwa gh 7 1 20 @ gm a i l. co m : 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 !.S/ B.s/ National Building codes or as per industry standards. 4. Structural EneinPer: promoters have engaged structural engineer Mr. Shailesh Dhumane having License No SELR having Office at S7/S8, 2nd Floor, Rajvee Enclave, New Pandit Colony, Nashik, Cell No 98220453LL. supervision. He The structural design of buildings in this project has been done under his has checked the soil report before laying PCC for foundation in consultation with soil per ls LO252:2OO9 consultant. The formwork and concrete mix design has been done as for or as per other relevant codes as applicable. His periodic checks and certificates STABILITY and SAFETY have been kept on record' 5. Preseruation Of Records Record of all test results of this proiect have been properly kept in the prescribed formats period or for the period as and will be preserved at least up to the defect liability required by any other provision of law conforming to the 5. Please specify materiats or any other item of works which were not standard specifications and which were not rejected' Yours FaithfullY, Signature of Engineer (Site Supervisor) Name: Er. Gaurav G. Wagh License no.(if anY) NA Phone No.727522O72L Place: Nashik