FORM-2A See MahaRERA order no. of 2018) ENGINEER'S CERTIFICATE FOR QUALITY ASSURANCE (site supervisor's certificate) To. The Raadhe Builder, Raam Laxman Sankul, Shop No.20 Amravati Quality Assurance Certificate Certificate no_ for the quarter Subject Certificate for ending ot 2 workmanship for the Work ofquality of materials used and project situated on the No. of Building(s)/_ quality of Construction ana plot bearing C. S. demarcated by its boundaries Wings(s) of the Phase of the North,Sai Nagar to Akoli Road (latitude and No./C.T.S. No./ Survey No./Final plot no. 123 of District 4 to the longitude of South, Plot No. 4 to the end points) Survey No.2 to the Amravati PIN-444607admeasuring 688 sq.mtrs. Builder [Radhe Residency] the East Akoli area being Gaothan to the West Reference: MahaRERA developed by Raadhe Sir, Registration Number- P50300013532 I have undertaken an assignment of 1. Our Responsibility: supervision of this real estate project. To carry out the work in accordance with the plan and submit certificate development the authorized of supervision of work and to permission and as per the approved laboratory and to ensure quality of work carry out material testing in-situ 1. Material Testing and or in /we, have applied following mandatory checks on the basic i. Cement materials, used in the construction. It has been tested for its fineness, code 3535:1986 or as soundness, setting time, per other relevant compressive strength etc. as per IS results are within the IS/85/NBC code, or as per industry permissible limits. standards and its ii. Coarse aggregate- It has been tested, for deleterious materials, clay lumps, 243011986 or as per other relevant crushing value, impact value as per IS are within the 1S/BS/NBC code or as per industry standards and its results permissible limits. or a s il. Bricks/ blocks as per IS 5454:1978 within etc. are tor water absorption, crushing strength results They have been tested standards and Its relevant IS/85/NBC co per industry per other permissible limits. .Concrete/Ready-mix Concrete 456:2000 and IS 1199 as per 15 t has been tested for compressive strength for various periods IS/8S/ADegth periods its results are Within relevant standards and other as per industry or asper permissible limits. c o d e s , v.Steel for concrete or er IS/8S/NBCcode dPare has been tindustry tested as per IS 2062:2011 or as per other relevant s t a n d a r d s for t e n s i l e s t r e n g t h , elongation and gauge length e t c . and io e within permissible limits vi. Testing of Other materials sanitary pipes and other materials like sand, crushed sand, floor tiles, fixtures and ittings, as per used in this project conform to relevant IS/BS/NBC code or fittings etc. (List out all items) material. standards laid down by the Industry for a particular 2. Workmanship certity been carried out under our supervision. We further that work has we hereby certify and the work has been is satisfactory and up to the mark that workmanship and quality relevant code of practice within the permissible limits of deviations as per acceptable and workmanship:- 3. Electrical Materials installations have installation/other electrical all the electrical wiring/connections/lift its records has been Works of electrical engineer and authorized/registered under National Building codes or as been carried out used conform to the relevant 1.S/ B.S/ maintained. The materials per industry standards. 4. Structural engineer: no.---having office no- Mr.-having Licenses engineer Promoters has engaged structural cell cellno his supervision. He has - this project has been done under in design of buildings consultant. consultation with soil The structural PCC for foundation in laying 10262:2009 or as per other checked the soil report before been done as per Is mix design has and concrete certificates for STABILITY and SAFETY have The formwork checks and His periodic as applicable. relevant codes record. been kept on and formats S.Preservatlon ot recorda the prescribed required by any ker as been properly period Record of all test results of this project have perioa or for the to the wll be preserved at least up to the defect labllty conforming not other provlslon ol law nich were materlals or any other Item of worK w 6. Please specily standard speciflcatlons and whlch were not rejeded. J a y v a t D . .E.Civil Amravati Narnr, Pravin Supervisor) Off. (Site Engineer of S i g n a t u r e Name: License no.(if any)- Yours Falthfully, P h o n e n o . - - Place:- /w I. Ce It has code 33 results a ii. Coarse a It has been i 243011986 o are within the,