Mr. Mandar A. Salvi B.E.Clvil Flat No. B-25, Suyojit kwns Phase ll, Ral-hi Aitrai, Near Mahatha Nagd, Nashik-422OO7. Mob. No- a275023778 Ehail mmddsalviTl@Smail.com FORM-2A I See Maha REFIA order no. of 2018] ENGINEER'S CERTIFICATE FOR QUALITY ASSURANCE (site supervisor's certificate) 'l'o, The Directors Sun Infrastructure Pvt. Ltd., F-1/2, Suyojit Heights, Opp. Rajiv Gandhi Bhavan, Sharanpur Road, Nashik Qral,tv Assurance Certificate (certificate No Ps1600019066- for the quarter ending Dec-?0r8) Subiect : Certificate for quality of maaerials used and quality of Construction and workmanship fo. the Work oi "suyoiit Viridian Vallis Phase-II, E-2, VMDE" No. of Building(sl 1 of the Project situated on the PIot bearing Out of Sur'eey No. S.No'145/1, S.No.145/3, S No-149/1, s.No.149/2, S.No.151, s.No.152, s.No.155/2, , (latitude and longitude of the end points) 12 MTRS ROAD to the North. OPEN SPACE AND SUILDINC EB to the South, PR0P0SED BUILDING E3 ro the East. BUILDiNC E1 to the West of Division Nashik Situated at Village Makamaiabad, Taluka & District Naslrih within the jurisdiction ofsub Registrar Nashih and withjn limits ofNashik Municipal corporation, Nasllik PIN 422007 admeasuring 2867.04sq.mts. area b€ing developed by [Sun Infrastructures Pvt' Ltd] Reference: MahaRERA Registration Number- Ps1600019066 Sir. I N,4r Mandar A. Salvi have undertaken an assignment of supelvision of this real estate projeci' 1. Our Responsibility: - To carry out thework in accordance with the development permission and as per the approved plan ant submit certificate of supervision of work and to carry out material testing in-situ or in the authorized laboratory and to ensure quality ot wo.k and 1. Mate rial Testino:- llwe, have applied following mandatory checks on the basic materials, used in the construction i. Ceme.t- It has been tested for its fineness. soundness, setting time, compressive strength etc. as per lS code 3535:1986 o. as per other relevart lS/85/NBC code, or as per induslry standards and its results are withrn the permissible limits. ii. Coarse aggregate - It has been tested, ior deleterious materials, clay lumps. crushing val,le, ampact value as per lS 243011986 or as per other relevant IS/BS/NBC code or as per industry standards and its results are withjn the permissible limits. i ii. Bricks/ blocks - They have been tested for water absorplion, crushing stfength etc. as per lS 5454:'1978 or as per other relevant lS/85/NBC code or as pe, industry standards and its results are within permissible limits. iv. Concrete/Ready-mix Cqnc.ete- It has been tested lor compressive strength for various periods as per 15 456 2000 and lS '1199 or as per other relelant ISIBS/NBC codes, as per industry standards and its results are within permissiDle Imits v. Steel for concrete- It has been tested as per lS 2062:2011 or as per other relevant IS/BS/NBC Gode or as per indusky standards for tensile strength, elongation and gauge length etc. and its results are withrn permissible hmits. vi. Testing ot Other materials Other materials llke sand, crushed sand, floo. tiles, fifures and {ittings, 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 gown by the lndustry for a parircular material. 2. Workmanship:- l/ we hereby certify that work has been carried out under our supervision. We further certify that workmanship and quality is satisfactory and up to the mark and the work has been acceptable within the permissible limits of devialions as per relevant code of praclice. 3, Electrical Materials and workmanship: - works of all lhe electrical wiring/connections/lift rnslallation/other electflcal installations have been carried out under authorized/registered electrical engineer and its records has been maintained. The materials used contorm to the .elevant l.Sl B.S/ National Building codes or as per .ndustry standards 4" Structural engineer: - Promoters has engaged struclural engineer Shanghvi & Associate: Consultants Pvt Ltd having Licenses no. having office no- 02226144832 The siructural design of buildings in this p.oject has been done unde. his supervision He has checked the soil report before laying PCC for foundation in consultation with soal consultant. The formwork and concrete mix design has been done as per ls 10262:2009 or as per oiher relevant codes as applicable. His periodic checks and cedificates for STABILITY and SAFEfY have been kept on record. 5. Pieservation of records: - Record of all test results of this project have been properly kept in the prescrabed 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 6. Please specify materials or any other item of work which were not conforming to lhe standard specifications and which were not rejecled. Yours Faithfully, Signature of Engineer (Site Supervasor) Mr, Mandar Salvi Phone no.8275023778 Place: Nashik