Mr. lYlandar .A.. Salvi B.E.Ciw T w Flat No. B-25, Suyojit Lawns phase-Il, Rathi Amari, Near Mahatma Nagar, Nashik-422007. Mob. No. 8275023778 Email - mandarsalvi7 1@gmail.com FORM.2A I See Maha RERA order no. of2018] ENGINEER'S CERTIFICATE FOR QUALITY ASSURANCE (site supervisor,s certificate) To, The Directors Sun Infrastructure pvt. Ltd., F-1l2, Suyojit Heights, Opp. Rajiv Gandhi Bhavan, Sharanpur Road, Nashik Qualitv Assurance C ertjtic-ate (Certificate No p516oooi9066- for the quarter ending March_2019) subject: certilicale for quality of materials used and quality o{ construction and workmanshjp for the work of "suyoiit Viridian Vallis phase-Il, E-2, vIvIDE- No. of Building(sJ 1 of the project situated on the Plot bearing out of Survey No. s,No.14s/1, s.No.14s/3, s.No.149l1, s.No.149 /2, s.No.151, s.No.152, s,No.lss/Z, , (latitude and longitude of the end pointsl 12 MTRS ROAD tO thE NOTth, OPEN SPACE AND BUILDING E8 to the South, PR0POSED BUILDING E3 to the East, BUILDING E1 to the west of Division Nashik situated at village Makamalabad, Taluka & District Nashil! within the jurisdiction ofSub Registrar Nashik, and within limits ofNashik Municipal Corporation, Nashik, PIN 422007 admeasuring 2867.}4sq.n,ts. area being developed by [Sun Infrastru;tures pv1 Ltrl] Reference: MahaRERA Registration Number_ psi6ooot906o Sir. I Mr. Mandar Salvi have undertaken an assignment of supervision of this real estate project. 1. Our Responsibility: - To carry orit 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. Matsrial Testinq:- Iy,u:.h'y9 applied foirowing mandatory checks on the basic materiars, used in the construction. i. Cernent- It has been tested tor its fineness. soundness. setting trme. ls code 3535:1986 or as per other rerevant rsreslrriad tode. compressive strength etc. as per or ,; p";;"1;;r; lianoaros ,no its results are within permissible the limits. ii. Coarse aggregate - It has been tested, for 0.,",::,:-,1: T?lgl?1.: gl.r_v^tr.ps, crushing vatue, impact vatue as per IS 243011986 or as per other rerevant tslsslNBc ;oiJ o, p", industry standards and its results are within the permissible limits. ". iii. Bricks/ blocks - They have been tested for water absorptron, crushing strength etc. as per rs 5454:1g7g or as per other relevant lsl8slNBC code or as per indus"try permissible iimits. staidards rnj ii" ,""uits within "re iv. ConcretelReady-m ix Concrete- It_has been tested for compressive^srrength for various periods as per 15 456:2000 and rs 1 199 or as perother rerevant rS/BS/NBccodes. as jer'industry standards are wilhin permissible limits and its resurts v. Steel for concrete- It has been tested as per is 2062:201 1 or as per other rerevanl rslBs/NBC code or as per industry standards for tensiie strength, elongaiion ,rJ g"ug" Iength etc. and its resurts are within permissible limits. vi. Testing of Other materials other materiars like sand, crushed sand, floor tires, fixtures anc fittings etc. (List out a[ items) used in this prolect coniorm {fittings. pipes and sanitary to relevant lsiBS/NBC code or as per standards laid dr:wn by the industry foi a particular malerial. 2. Workmanshi l/ we hereby certify that work has been carried out under our supervision. we further certifo that workmanship and quarity is satisfactory ano up to the mark and the work has been acceptable within the permissibre rimits of deviations as per rerevant oi pir"ii"". 3. Electrical Materials and workmanship; _ "oou Works of all the electrical wiring/connections/lift installation/other e,ectrical installations have been carried oul under authorizedkegisterea erectrilii engineer and its records has been maintained. The materiars used confoim to the rerevant r.s7 as per industry standards. esr Nrllrrr'eriroi,ig'codes or 4. Structural engineer: - Promoters has engaged structural engineer M/s. Shanghvi & Associates having Licenses no ' pvt Ltd Consultants - having office no OZz2il4qAai. The structural design of buirdings in this project has been done under his supervision. He has checked the soil .eport before iaying PCC ior foundation in consultation The formwork and concrete mix design has been done as per rs 10262i200g *it-"oil "onsuttant. or ai per other relevant codes as appticable. His periodic checks and certificates for STABILITy and sAFETy uave been kept on record. 5. Preservation of records: - Record of all test resurts of this project have been properry kept in the prescribed formats and will be preserved at ieast up to the defect tiabirity perioa or for the peiiod other provision of law ," ,"qr;r"o ny ,ny 6' Please specify materiars or any other item of work which were not conforming to the standard speciiications and which we.e not rejected. Yours Faithfully, o Signature of Engineer (Site Supervisor) Mr. Mandar Salvi Phone no.8275023778 Place: Nashik