II FORM-2A [See MahaRERA Order No. of 20181 ENGINEER's CERTIFICATE FOR qUAIITY ASSURANCE {Site Superviso/s Certificate} {Ta be uploaded quarterly} , '-. To, The RAJASHREE CONSTRUCTION , K.K. Wagh Agriculture Collage, Near Rasbihari International Schooi Road, Murnbai-Agra Highway Adgaon, Nashik Qualitv Assurance Certifi cate (Certifieate no 5 for the quarter ending 30th September Certificate) Sublect : Certificate for quality of rnaterials used and quality of Construction and workmanship for the Work of 2 No. of Building{s}/- Wings{s} of the- Phase of the project situated on the plot bearing C. S. No./C.T.S. No./ Survey No./Finalplot no.233 demarcated by its boundaries {latitude and longitude of the end points)S, No. 235 & Open Space to the North Plot no. 10,11,16 & Colony Road out of s" No. 233/2 to the South Fart of S. N0. 2331218/t to the East s. No. 233/1 to the west of Division Nashik village Nashik Taluka Nashik District Nashik PIN 422003 admeasuring 6000.00 sq.mtrs. area being developed by [Prornoter's Narne RtuA'SHREE CONSTRUCTION] Reference: MahaRE RA Registration Nurnber- P5 160000L0467 Sir, U \Ue Fankaj Pawar have undertaken an assignment of supervision of this real estate project. 1. 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. ltEaterial Tes!i[e:- !fwe, have applied fcllowing 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 fS code 3535:1986 or as per other reievant lSlSs/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 243011986 or as per other relevant IS/BS/NBC code or as per industry standards and its results are within the permissihle limits. - ,_^ iii. Bricks/ blocks - They have been tested for water absorption, crushing strength etc" as per 15 5454:1978 or as per other relevant IS/8s/ltlBC code or as per industry standards and lts results are within perrnissible limits. iv. Concrete/Ready-Mix Concrete- It has been tested for compressive strength for various periods as per 15 456:2030 and 15 1199 or as per other relevant iS/BS/NBC codes, as per industry standards and its results are within permissible lirnits. v. Steel for concrete- It has been tested as per 15 2062:20L1 or as per other relevant |S/85/N8C code or as per industry standards for tensile strength, elongation and gauge length etc. and its results are within permissible limits. ui. Testing of Other materials Other materials like sand, crushed sand, floor tiles, fixtures and fittings, pipes and sanitary fittings etc" {List out all items} used in this prcject conform to relevant ISIBSINBC code or as per standards laid down by the lndustry for a particular material. 2. WorkrnansbiE:- l/ we hereby certify that work has been carried out under our supervision. l{/e further certify that workmanship and quality is satisfactory and up to the mark and the wcrk has been acceptable within the permissible lirnits af deviations as per relevant code of practice. 3. Eleetrical Materials and workmanship: - Works cf all the electrical wiring/connectionsllift installationy'other electricel instalJations have been carried out under authorizedlregisiered electrical engineer and its reccrds has been maintained. The rnaterials used conform tc the relevant l.S1 B.S/ National Building c*des or as per industry standards. 4. Structural engineer: - Promoters has engaged structural engineer Mr. Prasnna Bhore having l-ieenses nc. 41 having office na 3.- celf nc 0253-2313L80/ 94??246869 The structural design of buildings in this project has been dcne under his supervision. He has checked the soil report beiore laying PCC for foundation in consultation with soil consultant. The formwork and concrete mix design has been done as per ls 10262:2009 or as per other relevant codes as applicable. His periodic checks and certificates for STABILITY and SAFETY have been kept on record. 5. Freseruation of records: - Record of all test results of this project have been properly kept in the prescribe{ formats and will be preserved at least up to the defect liability period or for the period as required by any other provisicn of law 6. Please specifu rnaterials or any other item of work which was not conformi*g to the standard specifications and which was not rejected. Yours Faithfully, Signature of Engineer {Site Supervisor} Name: Pankaj Pawar License nc"(if any| Phone no.9028178080 Place: Nashik