FORM-2A I See MahaRERA order no. of 2018] ENGINEER'S CERTIFICATE FOR QUALITY ASSURANCE (site supervisor's certificate) To, M/S. AVENUEGOLD LANDMARKS LLB PLOTNO. I & 2, GUTNO 31, ITKHEDA AURANGABAD. 43 IOOI Qualitv Assurance Certificate (Certificate No P51500018753 for the quarter ending 31st Mar 2020) Subject : Certificate for quality of materials used and quality of Construction and workmanship for the Work of 02 No. of Building(s)/ 02 Wings(s) Project of the SAI PARADISE PROJECT B [P515000187531 situated on, Gut No. 31, Plot No 1 & 2, Itkheda, Aurangabad demarcated by its boundaries ( latitude and longitude of the end points), by its boundaries. To the North - Gut No-29 Remaining Land To the South - Part of Sai Paradies Project A To the East - Gut No 30 Remaining Land To the West - Gut No-32 & Road Gut No. 31, Plot No I & 2, Itkheda, Aurangabad, admeasuring 1740.44 Sq.mts for SAI PARADISE PROJECT B Building is being developed by Promoter AVENUEGOLD LANDMARKS LLP Ref: MahRERA Registration (P51500018753) Sir, l/ We have undertaken an assignment of supervision of this real estate project. \ 1. Our Responsibility: _ I To carry out the work in ac60rdance with the deveropment permission and as per approved pran and submit certificat" the or .upurri.io].'or *orr'inJ io'l"ri,'i,i'ru,"rirr testing in-situ or in the authorized iru"*i"rv'*io io""n.rr" quarity of work and 1. Material Testinq :- I foilowing mandarory checks on the Xl;l.rnli"i:r,ied basic materiats, used in ihe i. Cement- It has been tested for its soundness, setting time, compressive -fineness, strenoth etc. *ffi :,f":,,fi ,:i::,,liu"1J;ffi ruil:;;"*f i_fJ:i,i'.d"'"J"I"1""=ll.,"J!,,,fl 0,o,, ii. Coarse aggregate _ It has been tested. for dereterious materiars, cray rumps. crushing varue, per IS 2430'r 1986 or as per impact varue as other rur"urnl isia3/rvt'i"oo" or as per and its results are within the permissible industry standards limits. iii. Bricksl blocks - They have been tested for yafel absorption, crushing strenoth etc. as per IS 5454:1g78 ls/8s/NBC code o"* p",. ini,tt,.v jtanoaras $ffi'r?r:lffielevant 5ro it.i".Jrt.,* iv. Concrete/Ready-m ix Concrete- It has been tested for comnressiv,e strength for various periods as per rs 1 199 0r as per other rerevant rsiesrN6c 15 456:2000 and '- - -vvvv' ;";u,. uo industry standards and its results are within permissible limits. ";du;, F v. Steel for concrete- ltj',r-|"".'tested.as.pef rs.2a62:20110r.as per other rerevant per rndustry srandards rslBS/NBC code or as strength, gauge ", l:Tip results are within permissible rrmrts. "i*guiio"; and tength etc. and its vi. Testing of Other materials Other materials like sand floor tiles, fixtures and sanitary fittings etc. (List lryrhgd.sand, ail {fittings, pipes and .out itemsj ,r"o'il-ir.,,. project conform l./BS/NBC code or as per standard. rrio io*-ov *re i'noustry for a particurar tomateriar. rerevant 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 deviations as per relevani code of practice. 3. Electrical Materials and workmanship: - works of all the electrical wiring/con nections/lift installationlother 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.s/ National Building codes or as per industry standards. 4. Structural engineer: * Promoters has engaged structural engineer Mr. Prasad Aphale having Licenses no. E- 229-96, having office no 2'l,Varad Complex, Behind Rathi Tower, Bijlinagar, Aurangabad.- cell no 9822531290. The structural design of buildings in this project has been done under his supervision. He has checked the soil report before laying PCC for foundation in consultation with soil consuliani. The formwork and concrete mix design has been done as per ls 10262:200g or as per other relevant codes as applicable. His periodic checks and ce(ificaies for STABILITY and SAFETY have been 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 leasl 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 the slandard specifications and which were not rejected. Faithfully, Signature of E Site Sdpervisor) Suresh Salunke License no. Phone no. 9923232317