| 1 | Preparation and the submission of the fwg for “ Construction of compound wall at KV School, Wellington on reproducible filling duly singed and one soft copy of the same al as directed:-(a) Detailed Structural design, analysis and evaluation folder/report showing all calculations, design philosophy, assumptions.(b) Detailed structural drawing of the footing & foundation i.e plan, elevation, section with dimensions in mm for columns including details of sub base for foundation & reinforcement details (Scale 1 : 50)(c) Detailed structural drawing of super structure (Plan, section & reinforcement detailing) i.e plinth beam, columns, bracing beams, floor beams, roof beams, walls, floor/roof and slab complete (Scale 1:50)(d) Type of reinforcement details of all structural members mentioned in Para (ii) to (iv) & other reinforcement details as per IS 456-2000, IS 13920-2016 & SP-34 including structural notes relevant to IS/SP.(i) The design of the building shall be based on IS-456:2000, IS-1893, IS-13920, IS-4326 and all other relevant codes (latest versions of the codes will be followed), Cover to reinforcement in RCC shall be as per IS: 456-2000 for exposure conditions applicable to KV School, Wellington and relevant codes (latest versions of the codes will be followed), Cover to reinforcement in RCC shall be as per IS: 456-2000 for exposure conditions applicable to KV School, Wellington and relevant IS code provisions for specialized structures.(ii) Grade of concrete: not less than M-25 for building & not less than M30 for water retaining structure and grade of steel Fe500 D TMT bars conf to IS 1750 Grade of concrete: not less than M-25 for building & not less than M30 for water retaining structure and grade of steel Fe500 D TMT bars conf to IS 1750.(iii) Fire rating to be considered as per latest IS code NBC norms.(iv) Different loads shall be as per code provisions for the type of structure.(v) All structural analysis and design shall be designed as per IS 1893-2002, IS 875 etc, for earthquake load, wind loads as applicable for KV School, Wellington.(vi) Soil investigation report will provided by E2 Section of GE Wellington. Note (i) These brief design inputs are only for guiding purpose of consultants. However, relevant IS code and date pertains to Coimbatore area will be followed in case of any ambiguity.(ii) Above design & drawing shall be got vetted from IITs/NITs or any reputed govt engineering college.(iii) Two set of hard copy and one set of soft copy of the final detailed structural design, analysis and evolution folder/report showing all calculations, design philosophy, assumptions including reference etc and one set of final architectural & structural drawing of gateway tracing paper (95/100 gm/sqm), one set in soft copy and five sets in hard copies shall be submitted by the consultant. |
| 2 | Preparation and submission of detailed estimate folder comprising of take off, bill of quantitites (BOQ), detailed steel and cement calculations, yard stick for stage wise payments, market rate analysis for the building as per sample estimate available with E-8 section of GE Wellington including incorporating revisions and amendments to all drawings etc, complete for construction of permanent building for KV School , wellington on reproducible film duly signed and one soft of the same all as directed.Note for SL No 1 & 2 above:-(i) Unit rate quoted shall be deemed to be inclusive of change/revisions in the drgs till the physical completion of main job revised/amerced drawing and estimates for the change/revision shall be submitted by the consultant to the client without any extra cost. |
