CONSULTANCY SERVICES FOR SOIL INVESTIGATION, PREPRATION OF ARCHITECTURAL DRGS, STRUCTURAL DESIGN AND DRGS INCL ESTIMATION (BOQ) AND YARD STICK FOR CONSTR OF BAL OFFICE ACCN AT DSC RECORDS AND PROVN OF OTM ACCN DSC CENTRE AT KANNUR UNDER GE (ARMY)TVM

Preparation and submission of Architectural drawing (Plan, Sections,Elevations and service detailings) and structural details for following buildings in respect of Job No HQ DBA/AMWP/06/2025-26: Construction of Balance office Accn at DSC Records Kannur under GE (Army) Trivandrum (Approx 2460.15 SqM) as per details given below:- (a) Preparation of detailed Architechtural and structural design, analysis and evaluation folder/report showing all calculation, design philosophy assumption including reference etc complete. (b) Detailed structural drg 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 1:20) (c) Detailed structural drg of super structure (plan, section, & reinforcement detailing) i.e. plinth beam, columns, bracing beams, floor beams, roof beams, wall, floor/roof and slab complete (Scale 1:20) (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-436 and all other relevant codes (latest version of the codes will be followed). (ii) Grade of concrete : M30 and grade of steel Fe 500 D TMT bars conf to IS 1750 (iii) Fire rating to be considered as per latest IS code 1641 NBC norms for residential bldg. (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 456, IS 1893-2002, IS 875 etc for earthquake load, wind loads as applicable for applicable for proposed bldg at DSC Centre Kannur (vi) The design of steel structure shall be based on IS 800-2007, IS 4000, ASTMA325, IS 814, 816, 6560, IS 9595, IS 7215, IS 2062, IS7205 and SP 6(1) 1964 and all other relevant codes (latest verstion of the codes will be followed). Note : (i) These brief design inputs are only for guiding purpose of consultants However, relevant IS code and data pertains to Kannur area will be followed in case of any ambiguity. (ii) Above design & drg shall be got vetted from IITs/NITs . (iii) Three set of hard copy and one set of soft copy of the final detailed structural design, analysis and evalution folder/report showing all calculations design philosophy, assumptions including reference etc and and one set of final architectural & structural drawing of gateway tracing paper (95/100 gm/sqm). one set in soft copy and nine sets in hard copies duly vetted shall be submitted by the consultlant.

Preparation and submission of Architechture drawing (Plan, Sections,Elevations and service detailings) and structural design and drawing details for following buildings in respect of the Project Provn of OTM accn for DSC Centre as Equivalent Value of Infrastructure (EVI) through deposit work my MES against defense land to Kerala Road Fund Board, State of Kerala for construction of coastal highway in Kannur District (Approx 3381.20 SqM (Single living Accn (140 Hav/OR - TS) Plinth area 3170.06 Sqm & Dining Hall for OR (S/S) 211.14 Sqm) as per details given below:- (a) Preparation of detailed Architechtural and structural design, analysis and evaluation folder/report showing all calculation, design philosophy assumption including reference etc complete. (b) Detailed structural drg 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 1:20) (c) Detailed structural drg of super structure (plan, section, & reinforcement detailing) i.e. plinth beam, columns, bracing beams, floor beams, roof beams, wall, floor/roof and slab complete (Scale 1:20) (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-436 and all other relevant codes (latest version of the codes will be followed). (ii) Grade of concrete : M30 and grade of steel Fe 500 D TMT bars conf to IS 1750 (iii) Fire rating to be considered as per latest IS code 1641 NBC norms for residential bldg. (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 456, IS 1893-2002, IS 875 etc for earthquake load, wind loads as applicable for applicable for proposed bldg at DSC Centre Kannur. (vi) The design of steel structure shall be based on IS 800-2007, IS 4000, ASTMA325, IS 814, 816, 6560, IS 9595, IS 7215, IS 2062, IS7205 and SP 6(1) 1964 and all other relevant codes (latest verstion of the codes will be followed). Note : (i) These brief design inputs are only for guiding purpose of consultants However, relevant IS code and data pertains to Kannur area will be followed in case of any ambiguity. (ii) Above design & drg shall be got vetted from IITs/NITs . (iii) Three set of hard copy and one set of soft copy of the final detailed structural design, analysis and evalution folder/report showing all calculations design philosophy, assumptions including reference etc and and one set of final architectural & structural drawing of gateway tracing paper (95/100 gm/sqm). one set in soft copy and nine sets in hard copies duly vetted shall be submitted by the consultlant.

Soil Investigation (No of Bore Holes - 2 Nos) for two different projects (Job No HQ DBA/AMWP/06/2025-26: Construction of Balance office Accn at DSC Records Kannur under GE (Army) Trivandrum and Provn of OTM accn for DSC Centre as Equivalent Value of Infrastructure (EVI) through deposit work my MES against defense land to Kerala Road Fund Board, State of Kerala for construction of coastal highway in Kannur District) as per details given below for each projects:- (a) Mobilization of boring equipment for soil investigation and demobilization of equipment after completion of work. (b) Bore holes be made using auger and representative soil samples be collected from the bore holes at every 1.00 m depth intervals or every change of STRATA. Total depth of Bore holes shall be 14 mtr or upto hard rock level whichever is earlier. The dia meter of the bore holes be 150mm including following: Note : If hard rock is found during digging an extra amount of 10000 per meter is considered for hard rock cutting. (i) Any type of soil - 14 RM (ii) Soft rock/ Hard Laterite - 14 RM (c) Standard penetration test as per relevent IS is to be conducted at 1 mtr /2 mtr intervals continuous, one Standard Penetration Test ( SPT) be conducted near the bore hole locations. - 01 No (d) Lab Test & Report with wetting charge - 02 No (i) Atterberg limits (ii) Natural Moisture Content (iii) Wet and Dry density (iv) Soil/ Particle size using seive hydrometer analysis (v) Tri axial shear test (CD) (vi) Consolidation test (vii) Specific gravity test for sand/ rock (viii) Crushing strength of rock samples (ix) Permeability test Note (i) Unit rate quoted shall be deemed to be inclusive of changes/revision in the drgs till the physical completion of main job, Revised/ amended drgs and estimates for the change/revisions shall be submitted by the consultant to the client without any extra cost.