FORM.zA [See MahaREBA Order No. of 20181 ENGINEER'S CERTIFICATE FCIR QUALITY ASSURAN€E (Site Supervisot's Certificate) {To be uploaded quarterly} To, The RtuASHREE CONSTRUCTION , K"K. Wagh Agriculture Coiiage, Near Rasbihari lnternational School Road, Mumirai-Agra Highway, Adgaon , Nashik eualitv Assurance certificate {Certificate no 4 for the quarter ending 31't June Certificate} Subject : Certificate for quality of materials used and quality of Construction and workmanship for the Work of 2 No. of Building{si/- Wingsis} of the- Phase of the project situated on the plot bearing C' S. No'1C.T.5. No./ Survey No./Finai plot no.233 demarcated by its boundaries (latitude and longitude of the end pointslS, No. 235 & Open Space to the North plot no. 1.0,11,16 & Colony Road Out of S. Nc. 233/7 to the South Part of S. r{O. 233/2ls/1to the East S. No. 233/1 to the West of Division Nashik viilage Nashik Taluka Nashik District Nashik PIN 422003 admeasuring 6000.00 sq.mtrs. area being developed by [promoier's Name RAJASHREE coNSTRUCTIoN] Reference: Ma ha RE RA Registration N um be r- pS 160000 10467 Sir, l/ We Pankaj Pawar have undertaken an assignment of supervision of this real esiate project. 1. Our Responsibility: - To carry out the work in accordance with the deveiopment permission and as per the approved plan and submit certificate of supervision of work and to carry out materiai testing ln-situ or in the authorized laboratory and to ensure quality of work and 1. Slateridfestitre- l,/we, have applied following mandatory checks on the basic materials, used in the construction. i. Cement- It has been tested for its fineness, soundness, setting time, compressive strength etc. as per lS eode 3535:1986 or as per other relevant IS185/NBC code, oras per industry standards and its results are within the perrnissible limits. ii. Coarse aggregate - It has been tested, for deleterious materials, clay lumps, crushing vaiue, 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 limlts. iii. Bricks/ blocks - They have been tested for water absorption, crushing strength etc. as per lS 5454;1978 or as per other relevant |5/85/NBC code or as per industry standards and its results are within permissible limits. iv. ConcretelReady-Mix Concrete- It has been tested for compressive strength for various periods as per 15 456:2000 and l5 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 2062:201"1 or as per other relevant lS/BSlNBCcode 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 Iike sand, crushed sand, floor tiles, fixtures and fittings, pipes and sanitary fittings eic. iList out ail itemsi used in this project conform to relevant lS/BS/NBC code or as per standards laid down by the lndustry for a particLrlar materiai. 2. Workqranship:- l/ we hereby eertify that work has been carried out under our supervision. We further certify that wcrkmanship 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: * lVorks of ali the electrical wiring/connections/lift instaliation/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 l.S/ B.Sl National Building cades or as per industrv standards. 4" Structural engineer: - Promoters has engaged structural engineer Mr. Prasnna Bhore having Licenses no. 41 having office no 3.- cell no 0253-23131&0/ 9422746869. The structural design of buildings in this project has been done under his supervision. He has checked the soii report before laying PCC for foundation in consultation with soil consultant. The formwork and concrete mix design has been done as per ls 10252:20Ag or as per other relevant codes as applicable. His periodic checks and certificates for STABILITY and SAFEW have been kept on record. 5. Preseruation of records: - Record of all test results of this project have been properly kept in the prescribed for'#iats 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 specifu materials or any other item of work which was not conforming to the standard specifications and which was not rejected. Yours Faithfully, *{ Sigr"rature of Engineer {Site Supervisor} Name: Pankaj Pawar License no.iif any) Phone no.9028178080 Place: Nashik