Form CIDB IBS Score M1(2018) CALCULATION FOR IBS SCORE For office use No: Project Registration Project Category: Project Name: Contract Valve: Contractor Name: Developer / Owner Name: Architecture Consultant CivillStructure Engineer Consultant Name: List of Submitted Drawings 1) 6) 2) 7 3) 8) 4) 9) 5) 10) We hereby declare that the information given and. the IBS Score submitted herewith is true and complete. ‘The total IBS Score for the proposed building / project is Date: Name & Signature of Qualified Person Designation: Reg No. (ArchiPE):CALCULATIONS OF OVERALL IBS SCORE PROJECT DETAILS Project Name : TypelBlock No : Total no of Units/blocks: Contract Value! Category of Building Residential (landed) Industrial ‘Commercial Residential (high rise) Institutional Others For mixed development, please indicate the area of the category: Residential (landed) Industrial Residential (high rise) Institutional m ‘Commercial im’ Others CALCULATION OF IBS SCORE 4.4 FLOOR = PRECAST CONCRETE SLAB a) Precast columns and beams 10 b)_ Precast columns and in-situ beams using reusable a formwork ©) Precast columns and in-situ beams using timber op formwork d) Precast beams and in-situ columns using reusable oG formwork @) Precast beams and in-situ column using timber or formwork) In-situ column and beams using reusable system, oe formwork g) In-situ column and beams using timber formwork 05 hh) Metal columns and beams 10 i) Timber column and beam 10 |) Load bearing blocks 08 )_ Metal framing with permanent formwork 07 4.2 FLOOR = IN-SITU CONCRETE ON PERMANENT FORMWORK a) Precast columns and beams 08 b) Precast columns and in-situ beams using reusable or formwork ©) Precast columns and in-situ beams using timber oe formwork 4). Precast beams and in-situ columns using reusable oF formwork ) Precast beams and in-situ column using timber oa formwork ) In-situ column and beams using reusable system formwork oS @)_Insitu column and beams using timber formwork o4 1h) Metal columns and beams 08 i) Timber colurmn and beam 08 |) Load bearing blocks 07 k)_ Metal framing with permanent formwork 064.3 FLOOR = IN-SITU CONCRETE USING REUSABLE FORMWORK a) Precast columns and beams 06 b) Precast columns and in-situ beams using reusable G formwork ©) Precast columns and in-situ beams using timber on formwork d) Precast beams and in-situ columns using reusable formwork oS @) Precast beams and in-situ column using timber aa formwork 4) In-situ column and beams using reusable system oa formwork 9) In-situ column and beams using timber formwork 02 h) Metal columns and beams 06 i) Timber column and beam 06 |) Load bearing blocks 05 ) Metal framing with permanent formwork 04 4.4 FLOOR = IN-SITU CONCRETE USING TIMBER FORMWORK a) Precast columns and beams 05 b)_ Precast columns and in-situ beams using reusable on formwork ©) Precast columns and in-situ beams using timber oo formwork 4) Precast beams and in-situ columns using reusable 04 formwork°) Precast beams and in-situ column using timber formwork oo 4) In-situ column and beams using reusable system oa formwork @) In-situ column and beams using timber formwork 0.0 hh). Metal columns and bears 08 i) Timber column and beam 08 |) Load bearing blocks oa k) Metal framing with permanent formwork 03 4.5 FLOOR = STEEL FLORING SYSTEM a) Precast columns and beams 10 b)_ Precast columns and in-situ beams using reusable ae formwork ©) Precast columns and in-situ beams using timber op formwork d) Precast beams and in-situ columns using reusable 08 formwork @). Precast beams and in-situ column using timber or formwork 4) In-situ column and beams using reusable system a formwork 9) In-situ column and beams using timber formwork 05 hh) Metal columns and beams 10 i) Timber column and bear 10 4) Load bearing blocks 08 k)_ Metal framing with permanent formwork o71.6 FLOOR = TIMBER FRAME FLORING SYSTEM a) Precast columns and beams 10 b)_ Precast columns and in-situ beams using reusable oe formwork ©) Precast columns and in-situ beams using timber or formwork d) Precast beams and in-situ columns using reusable 08 formwork €) Precast beams and in-situ column using timber ca formwork 4) In-situ column and beams using reusable system ae formwork 9) In-situ column and beams using timber formwork 05 hh) Metal columns and beams 10 i) Timber column and beam 10 4) Load bearing blocks 08 k)__ Metal framing with permanent formwork o7 4.7 FLOOR = NO SLAB a) Precast columns and beams 10 b) Precast columns and in-situ beams using reusable oe formwork ©) Precast columns and in-situ beams using timber op formwork 4d) Precast beams and in-situ columns using reusable 08 formwork ©) Precast beams and in-situ column using timber 07 formwork4) In-situ column and beams using reusable system oe formwork 9) In-situ column and beams using timber formwork 05 hh) Metal columns and beams 10 i) Timber column and bear 10 i) Load bearing blocks 08 k)__ Metal framing with permanent formwork o7 2.0 ROOF SYSTEM a) Prefab timber roof trusses 10 b)_ Prefab metal roof trusses 10 ©) Conventional timber roof trusses 00 TOTALAREA Dm ‘Sub-total for structural system (maximum 50 points) (A)PART 2: WALL SYSTEM a) Precast concrete panels 10 b). Wall clad 10 ©) Prefabricated timber panels 10 4d) Full height glass panels 10 @) Drywall systems 10 4) In-situ concrete with reusable system formwork o4 9) In-situ concrete with permanent formwork o7 hh). Blockwork systems 0s ) Common brickwalls, 00 j) In-situ concrete with timber formwork 0.0 TOTAL AREA || bay ‘Sub-total for wall system (maximum 20 points) ( B )PART 3: OTHER SIMPLIFIED CONSTRUCTION SOLUTIONS. 10 Utilisation of standardized components based| on MS1064 a) Beams Nos 2 4 b) Columns Nos 2 4 ©) Walls, m 2 4 4) Slabs mm 2 4 ©) Doors Nos 2 4 4) Windows Nos 2 4 trommrmenme a) For building more than 2 storeys ii. Vertical repetition of structural floor layout Nos 1 2 iii, Horizontal repetition of structural floor layout Nos 1 2 a) Usage of prefab bathroom units (PBU) Nos 1 2 b)_ Usage of prefab staircase Nos 1 2c) Usage of BIM models for IBS Score eee J submission Level 2 6 4) Usage of Modular gridlines in drawings Nos 4 (for > 50% usage) ‘Sub-total for other simplified construction solutions (maximum 30 points) (C ) TOTAL (maximum 100 points) (A+B +C)TOTAL TOTAL IBS SCORE FOR THIS PROJECT =