Indian Army Tender

BOQ ITEMS: Complete cosultancy services required of single storey bldg of approx plinth area 126.14 Sqm as per AE & single line plan attached for archetectural and structural drawing of the description are as follows, Following archetectural drawing shall be prepared and submitted by consultant, A Site plan B Floor plan elevation and enough number of sections to cover all details of building C Roof plan of building D Schedule of finishes plan & internal electrification plan E Joinery work Aluminium door & window , Following structural drawing based on soil report & data given under para 2.00 shall be prepared based on latest IS 456 code and submitted by consultant. It is also to be noted that while submitting the structural drawing consultant shall also mention data considered in designing for checking purpose, A RCC foundation plan and shedule of foundation & column B RCC roof beam & slab plan & shedule details of roof beam & slab C RCC lintel beam throughout perimeter of bldg plan & shedule details D Misc number of drawing like beam column connection etc required to cover all details for RCC work , Following documents and guidelines design parameters is hereby submiited to the consultant for designing purpose , A Soil report, B Approved Line Plan and Site Plan of Board Proceedings., C Copy of Adm Approval AEs Pt I & II , D Reinforced cement concrete shall be M 25 design mix using either OPC 43 grade cement, E Reinforcing shall be high strength deformed steel bars produced by thermo mechanical treatment process of Gde Fe 500 Fe 500d Fe 550 Fe 550d, F Bricks shall be fly ash bricks, H Dead loads The death load of the structure shall be taken as per IS 875 Part 1, I Imposed load The imposed load live loads on the structure shall be adopted in accordance with IS 875 part2 keeping consideration under public building, J Wind loads The project site is located at Amritsar Wind loads as per latest IS 875 code for local region at Amritsar shall be considered Consultant shall visit the site to decide terrain and topographical factors to be considered for working out the wind intensity, K Seismic loads The project site is located at Amritsar which is under seismic zone IV The importance factor for structure shall be taken as per IS Code The structure shall be analysed as per latest edition IS 1893 and IS 13920, L Misc load The structure shall be designed analysed for misc loads like temp impact erection accidental load etc as per IS 875 part 5, M Load combination The structure shall be designed for all the load combination as per latest IS codes like IS456 IS 875 part 5 and IS 1893 , N Joints and connections are critical to the stability of the structure. Details of all beam column joints should be made available by the consultant in accordance with the relevant IS codes., O The detais of rainwater pipe gutter pipe shall also be mentioned in roof plan., P Misc information like exposure condition & fire resistance etc shall be considered keeping consideration under local condion at Amritsar and public building., Q Software to be used STAAD Pro and STAAD advance foundation design SAFE, R Preparation of all archetecturalstructura drawings providing details of all structural elements using AutoCAD.