i s --Hdr-'-*'* ,'{s,B{r{*ssffi ry*,-*6 efiq&#@ A s$ fi tri #{il8ffi4tu: rg*Ansm fuu*gm lv H li ENTECH ENGINEERS a!.r.s..11 1re ,,leS, ;::r,-1t619,.,. I FORM.2A ENGINEER'S CERTIFICATE FOR QUALITY ASSURANCE lWS. Radhika Construction Company RP. 26, Near Ganpati Visa{an Talao, Milap Nagar, MIDC Dombivli East. Dist -Thane - 421201 Oualitv Assurance Certilicate (Certificate no. 0una23-24 for the quarter ending 3l.t March 2024) Subject: Certificate of quality of maerial used and q,ralrty of Consruction Workmangrip for the work 3ls March 2024 of TRINITY (Shashank Saptshrung) Projec! No. of Buildings One of - - the Project P517000553ffi [Matra RERA Regisfiation Number] bearing C.T.S. nos. 3084, Surve no.65, Hissa No 5. Situated at Mouje Dombivli, Dombivli West, Taluka Kalyarq Dist -Thane, developed by M/s. Radhika Construction Com pany. Reference: Maha RERA Registration Number- ps17fi)0s53tx) Sir, I Shri. Girish Shrikrishna Marathe have undertaken an assignment of supervision of this real estate project. l. 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 andto ensure quality of work and l. ilIaterial Testins :- Vwe, have applied following mandatory checks on the basic materials, used in the constnrction. E o I Cement- It has been tested for its fineness, soundness, setting time, compressive strenglh etc. as per IS code 3535:1986 or as per other relevant IS/85AIBC code, or as per industry standmds and its results are within the permissible limits. ii. Coarse aggregate - It has been teste4 for deleterious materials, clay lumps, crushing value, impact value as psr lS 243011986 or as per other relevmt IS/BS/i{BC 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 srength etc. as per lS 5454:1978 or as per other relevant IS/85AIBC code or as per indusfy standards and its results me within permissible limits. iv. ConcretelReady-mix Concrete- It has been tested for compressive sfiength for various periods as per I5 456:2000 and lS 1199 or as per other relevant IS/BSAIBC codes, as per industry standards and its results are within permissible limits. v. Steel for concrete- It has been tested as per IS 2A62:20I I or as per other relevant IS/BSAIBC code or as per industry standards for tensile strength, elongation and gauge length etc. and its results re within perrrissible limits. vi. Testing of Other materials Other materials like san{ crushed sanq 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 industry for a particulm material. 2. Workmanship:- [/ we hereby certi8/ that work has been cmried out under our supervision. We further certiSr that workmanship and quality is satisfactory and up to the mark and the work has been acceptable within the permissibte limits of deviations as per relevant code ofpractice. fn aln /at, 3. Electrical Materials and workmanship: _ works of" all the electrical wiringlconnectionsllift instatlatiorlother electricaf installations have been carried out under authorized/registered electrical engineer and its records has been maintained. The materials used confonn to the relevant l.s/ B.s/ National Building codes or as per industry standmds. 4. Structural engineer: - Promoters has engaged structural engineer Shri. Girish Shrikrishna Marathe having KDMC Structural Enginneers liscence no. 4gS having * "ell 96f9959315.The sfuctural design of buildings in this project has been done under his supervision. He has checked the soil report before fuyr"g pCC for foundation in consultation with soil consultant. The formwork and concrete mix design has been done as per ls 10262.20A9 or as per other relevant codes as applicable. His periodic checks and certificates for STABILITY and SAFETy have Gen 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 ttre Oifect fiaUifity 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. _*__NA frgrral L Acc e-P le J Yours Faithfully, For RADHtf,A COilSTRU @ ture of Site Engineers. Name: -Girish S. Marathe PARTTIER i Phone no.9619959315. Place - Dombivali Date -15.04.2024.