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Requirement for Conquas Assessment
THE BCA CONSTRUCTION QUALITY ASSESSMENT SYSTEM
Effective date: 1st Dec 2012
First Edition 1989 Second Edition 1990 Third Edition 1992 Fourth Edition 1995 Fifth Edition 1998 Fifth Edition 2000 version Fifth Edition 2003 version Sixth Edition 2005 Seventh Edition 2008 Eighth Edition 2012
Copyright @ 2012 by the Building and Construction Authority, Singapore. All rights reserved. No part may be reproduced, in any form or by any means, without permission in writing from the publisher. While every effort has been made to ensure the accuracy of the information presented in this publication, neither the Authority nor its employees or agents can accept responsibility for any loss or damage incurred in connection with the use of the contents.
1.0 INTRODUCTION................................................................................ 1 1.1 1.2 1.3 Objectives of CONQUAS Scope of CONQUAS Derivation of CONQUAS
CONQUAS......................................................................................... 3 2.1 2.2 2.3 2.4 Components to be assessed The Weightages CONQUAS Assessor Sampling
THE ASSESSMENT........................................................................... 6 3.1 3.2 3.3 3.4 3.5 3.6 3.7 Assessment Approach Structural Works Assessment Architectural Works Assessment M&E Works Assessment Bonus Points Computation of CONQUAS Score Publication of CONQUAS Scores
APPENDICES Appendix 1 Appendix 2 Appendix 3 Appendix 4 Appendix 5 Quality Standards for Structural Works................................... 23 Quality Standards for Architectural Works............................... 32 Quality Standards for M&E Works........................................... 50 Defects Grouping Guide for Assessment of Internal Finishes 63 Building Grouping Guide.. 64
1.0 INTRODUCTION 1.1 Objectives of CONQUAS
The Construction Quality Assessment System or CONQUAS was developed by the Building and Construction Authority (BCA) in conjunction with major public sector agencies and various leading industry professional bodies, organizations and firms to measure the quality level achieved in a completed project. CONQUAS was designed with three objectives: (a) To have a standard quality assessment system for construction projects. To make quality assessment objective by: measuring constructed works against workmanship standards and specification. using a sampling approach to suitably represent the whole project.
To enable quality assessment to be carried out systematically within reasonable cost and time.
CONQUAS is an independent assessment. Unless specified in the building contract, project engineers or architects should not use CONQUAS to decide if the building or parts of the building project are acceptable.
1.2 Scope of CONQUAS
CONQUAS sets out the standards for the various aspects of construction work and awards points for works that meet the standards. These points are then summed up to give a total quality score called the CONQUAS Score for the building project. CONQUAS covers most aspects of general building works. assessment consists of three components: (1) (2) (3) Structural Works, Architectural Works and Mechanical & Electrical (M&E) Works. The
Each component is further divided into different items for assessment. However, the assessment excludes works such as piling, heavy foundation and sub-structure works which are heavily equipment-based, buried or covered and usually called under separate contracts or subcontracts. The building is assessed primarily on workmanship standards achieved through site inspection. The assessment is done throughout the construction process for Structural and M&E Works and on the completed building for Architectural Works. Apart from site inspection, the assessment also includes tests on the materials and the functional performance of selected services and installations. These tests help to safeguard the interest of building occupants in relation to safety, comfort and aesthetic defects which surface only after sometime.
1.3 Derivation of CONQUAS
The minimum standards were derived from discussions with the major public sector agencies, developers, consultants and contractors based on the general specifications used in their projects. To match the expectations from the end users, feedback through complaints and defects listings were also considered in refining the weightages and assessment standards. In developing CONQUAS, studies and numerous trials were conducted to fine-tune its new test techniques and assessment standards. Moderation of the scoring system was carried out along with trials to ensure accuracy, consistency and alignment with end users expectations.
2.0 CONQUAS 2.1 Components to be assessed
The CONQUAS assessment is divided into three main components Structural Works, Architectural Works and M&E Works. (a) Structural Works The structural integrity of the building is of paramount importance as the costs of failure and repairs are very significant. The assessment of Structural Works comprises: (i) Site inspection of formwork, steel reinforcement and finished concrete during construction. The assessment shall include structural steel and pre-stressed concrete if each constitutes more than 20% of the total structural cost. Precast elements will also be assessed if the precast concrete volume exceeds 20% of total structural concrete volume. Laboratory testing of compressive strength of concrete and tensile strength of steel reinforcement. Non-destructive testing of the uniformity and the cover of hardened concrete.
The quality standards for Structural Works are given in Appendix 1.
Architectural Works Architectural Works deal mainly with the finishes and components. This is the part where the quality and standard of workmanship are most visible. The assessment covers: (i) Site inspection of internal finishes, roofs, external walls and external works at the completion stage of the building. Internal finishes include floors, internal walls, ceiling, doors, windows and components (architectural works that are not classified above). Material & functional tests such as window water-tightness, wet area water-tightness and adhesion of internal wall tiles. There is also in-process assessment on installation of waterproofing for internal wet areas.
CONQUAS The quality standards for Architectural Works are given in Appendix 2.
Mechanical & Electrical (M&E) Works The quality of M&E Works is important in view of its increasingly high cost proportion and its impact on the performance of a building. The assessment covers Electrical Works, Airconditioning & Mechanical Ventilation Works (ACMV), Fire Protection Works, Sanitary & Plumbing Works and basic M&E fittings. The stages of the assessment include: (i) Site inspection of installed works before they are embedded/concealed. Such items include ACMV ductworks, electrical conduits, concealed pipes, etc. Site inspection of final installed works such as the AirHandling Unit (AHU), cooling tower, fire alarm control panel, etc. Performance tests on selected works such as Water Pressure Test, Earthing Test, Dry Riser Test, etc.
The quality standards for M&E Works are given in Appendix 3.
2.2 The Weightages
In CONQUAS, the weightages for Structural, Architectural and M&E works are allocated according to four categories of buildings as follows:
Components Commercial, Industrial, Institution & others
Commercial, Industrial, Institution & others Private Housing
Public Housing (Sold Flats) Public Housing (Rental Flats)
Structural Works Architectural Works M&E Works CONQUAS Score
25% 65% 10% 100%
20% 70% 10% 100%
30% 65% 5% 100%
40% 55% 5% 100%
Note : (i) In general, projects with central cooling system having cooling tower, chiller system, etc are classified under CAT A. Otherwise, it will be classified under CAT B. Appendix 5 provides a guide with listing of buildings under the various categories. (ii) For Public Housing with a combination of Sold and Rental Flats, the project will take the Category of the flat type where the number of units is more than 50% of the total units.
The weightage system, which is aimed at making the CONQUAS score objective in representing the quality of a building, is a compromise between the cost proportions of the three components in the various buildings and their aesthetic consideration. The CONQUAS score of a building is the sum of points awarded to the three components in each category of buildings.
2.3 CONQUAS Assessor
BCA assessors undergo a rigorous training programme. They are required to attend BCA's in-house CONQUAS training and calibration programme to ensure competency and consistency in the assessment.
As it is impractical to assess all elements in a building, CONQUAS uses a sampling system for the assessment. The sampling system, which is based on the gross floor area of the building, will ensure that the assessment adequately represents the entire building.
3.0 THE ASSESSMENT 3.1 Assessment Approach
In general, the Assessor should select the actual locations to be assessed prior to each assessment. Selection of samples shall be based on drawings and location plans. The samples shall be distributed as uniformly as possible throughout the construction stages. The scoring will be done on the works that are inspected for the first time. Rectification and correction carried out after the assessment will not be re-scored. The objective of this practice is to encourage contractors "doing things right the first time". When an assessed item does not comply with the corresponding CONQUAS standards, it is considered failed and a "X" will be noted in the assessment form. Likewise a "" is given for an item meeting the standards. A "blank" will indicate that the item is not applicable. The score is computed based on the number of "" over the total number of items assessed.
3.2 Structural Works Assessment
The assessment for Structural Work will be carried out for every building block as the construction proceeds. A sample in structural work can be a beam, a column, a wall or a slab. The assessment of a reinforced concrete structure consists of the following items: Reinforced Concrete Structure Formwork Rebar Finished Concrete Concrete Quality Steel Reinforcement Quality NDT - UPV test for concrete uniformity NDT - Electro-Covermeter test for concrete cover Total Weightage % 15 20 25 5 5 15 15 100
* If total precast concrete volume exceeds 20% of total structural concrete volume, assessment will be carried out for precast concrete construction. The points will be distributed proportionately between formwork/rebar assessment and precast concrete assessment based on the respective concrete volume percentage.
CONQUAS For a typical reinforced concrete structure, selection of samples for assessment is based on the following guidelines:
Items 1 1a 2 3 4 5 Structural Elements Structural Elements Concrete Compressive Strength Steel reinforcement Tensile Strength NDT- UPV test for concrete uniformity NDT - Electro-Covermeter test for concrete cover GFA per Sample 500 m2 1500 m2 5,000 m2 5,000 m2 Min Sample 30 30 100% 100% 2 sets 2 sets Max Sample 150 50 20 sets 20 sets Remarks For Non-Housing Project For Housing Project Declaration by Qualified Person Declaration by Qualified Person 5 structure members per set 5 structure members per set
The resulting score for the formwork/rebar/precast and finished concrete will be the sum of the number of checks that meet the standards. There is no assessment of precast components at the precast yard. The assessment is applicable for all types of precast components at site. The assessment of the quality of concrete and steel reinforcement and the non-destructive tests is based on compliance to the standards (see Appendix 1a). The introduction of the non-destructive tests, i.e. on concrete uniformity and cover for steel reinforcement, is to minimise the risk of carbonation and steel corrosion which affect the durability of the concrete structures. If Structural Works consists of structural steelwork which constitutes more than 20% of the structural cost, assessment will be required for the latter and the points will be distributed proportionately. This applies to Pre-stressing Works as well. In any case, the distribution should follow the cost composition for these three types of structural works in a project.
CONQUAS The distribution of points for Structural Steelwork and Pre-stressed Concrete are as follows:
Structural Steelwork Main Member/Partially Assembled Component Metal Decking Erection Tolerances Corrosion & Fire Protection Welding Test Reports Total Weightage % 40 20 10 10 20 100
Pre-stressed Concrete Tendon & Anchorage Sheathing Stressing & Grouting Debonding Total
Weightage % 25 25 25 25 100
The selection of samples for Structural Steelwork assessment is based on the following guidelines:
Items Structural Elements Main member / Partial assembled component Metal Decking Erection Tolerances Corrosion & Fire Protection Material & Functional Test Welding Test Reports (NDT) All critical welding joints 250 250 500 500 5 5 5 5 Steel tonnage per sample Min Sample
3.3 Architectural Works Assessment
Assessment of Architectural works is carried out upon completion of the building and before handing over of the project to the owner. The assessment consists of the following items:
Architectural Elements Internal Finishes Floor Internal Wall Ceiling Door Window Component Roof External Wall External Work* Design, Material & Functional Tests Pre-packed Plaster Field Window Water-Tightness Test (WTT) (BCA Test 7 pts + Self-Testing 2 pts) Wet Area Water-Tightness Test (BCA Test 4 pts + Self-Testing 1 pt) Internal Wet Area Waterproofing Process Pull-Off-Test for Internal Wall Tiles External Facade (Precast or System Formwork or Cladding Facade) Internal Wall Partition (Drywall or Precast panel partition) Total 4 11 6 23 1 9 5 2 4 1 1 100 56 16 16 6 6 6 6 4 11 6 Weightage % Total Breakdown
Note: Assessment for internal wet area waterproofing process will be waived and points allocated automatically if the appointed contractor for such works is accredited under the SCI (Singapore Concrete Institute) Accreditation Scheme for Waterproofing Specialist Contractors.
CONQUAS Weightages for internal finishes and M&E fittings assessment are allocated at the defect level based on the guidelines set out below:
Element Element Weightage Defect Category Finishing Alignment & Evenness Floor 16 points Crack & Damages Hollowness Jointing Finishing Alignment & Evenness Internal Wall 16 points Crack & Damages Hollowness Jointing Finishing Alignment & Evenness Ceiling 6 points Crack & Damages Roughness Jointing Joint & Gap Alignment & Evenness Door 6 points Material & Damages Functionality Accessories Defects Joint & Gap Alignment & Evenness Window 6 points Material & Damages Functionality Accessories Defects Joint & Gap Alignment & Evenness Component 6 points Material & Damages Functionality Accessories Defects Joint & Gap Alignment & Evenness M&E Fitting *15 points Material & Damages Functionality Defect Weightage 4.8 2.8 4.8 1.6 2.0 2.8 2.8 4.8 2.8 2.8 0.9 0.9 1.8 1.5 0.9 0.6 0.6 1.8 1.8 1.2 0.6 0.6 1.2 1.8 1.8 0.6 0.6 1.8 1.8 1.2 *1.5 *3.0 *4.5 *4.5
Accessories Defects *1.5 * Illustration refers to CONQUAS Category B projects only. For projects in other categories, weightages at defect level will be distributed in similar proportions
CONQUAS The assessment is based on the sampling guidelines as set out below:
Items GFA per Sample 500 m2 Min Sample 30 Max Sample 150 Remarks For Non-Housing Project & Mixed Development Project with Non-Residential GFA exceeding 50% For all Private Housing Project & Mixed Development Project with Residential GFA exceeding 50% For Public Housing Project 50% of the blocks / units 1 for each type of external work
Only pre-packed plaster used. Declaration by Qualified Person Precast or System Formwork or Cladding Facade. Declaration by Qualified Person Drywall or Precast panel partition. Declaration by Qualified Person
1a 1b 2 3 4 5 6 7a 7b
Internal Finishes Internal Finishes External Wall External Work Pre-packed Plaster External Facade Internal Wall Partition Field Window Watertightness Test (WTT) Field Window Watertightness Test (WTT) Wet Area Water-tightness Test Wet Area Water-tightness Test Internal Wet Area Waterproofing Process Pull-Off-Test for Internal Wall tiles
70 m2 70 m2 1,000 m2 -
30 30 50% 1 20 25%
800 600 100 -
Conducted by BCA. A sample is defined as 2m length of joint. Self-Testing with declaration by Qualified Person
20% of all bathrooms and/or toilets (by location) all will be tested if < 20 nos not required for non-housing project if < 20 nos Self-Testing with declaration by Qualified Person Including flat roof In-process assessment based on approved Method Statement
100% 1 set
A location for internal finishes assessment is a functional space of a building such as a room, hall, toilet, kitchen, yard, corridor or lobby. Locations are further categorised into three types: Principal locations are major functional places such as halls and rooms. Circulation locations include lift lobbies, corridors and staircases. Service locations are utility areas such as toilets, kitchens, balconies and yards.
CONQUAS The computed number of locations will be distributed according to "Principal", "Circulation" and "Service" based on the percentages set out in the four categories of buildings as below:
Locations Commercial Industrial Institution Others 60% 15% 25%
Housing 40% 40% 20% Non-Housing 60% 15% 25%
Public Housing 40% 40% 20%
Landed Properties 40% 40% 20%
Principal Service Circulation
Scoring of internal finishes is based on the defects groups as shown in Appendix 4 'Defects Grouping Guide for Assessment of Internal Finishes'. In general, any item which is not available in a project will not be considered for scoring. For such case, the architectural score will be prorated accordingly. However, any available item that is not offered for assessment will be considered as failed and no points awarded. An item under assessment will be considered failed if it does not meet the standards. In addition, any item found to be defective functionally such as evidence of water seepage in the window, slab, ceiling or roof, is considered to have failed the assessment. Likewise for a particular defect that is found excessive in an item (say excessive cracks on a wall). For the assessment of roof, a minimum 50% of the total number of buildings will be assessed. This applies to the assessment of external walls where a minimum 50% of the total number of buildings will be required. For a building, the external wall will be divided into 4 walls for assessment. The External Works assessment consists of the following locations: (a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) Link-way / Shelter - 10m length section per sample and minimum 2 samples Apron & Drain - 10m length section per sample and minimum 2 samples Roadwork & Carpark - 10m length section per sample and minimum 1 sample Footpaths & Turfing - 10m length section per sample and minimum 2 samples Playground - 1 location Court - 1 location Fencing & Gate - 10m length section per sample and minimum 1 sample Swimming Pool - 10m length section per sample and minimum 1 sample Club House - 1 location Guard House - 1 location Electrical Substation - 1 location
Each item in the External Works will be assessed separately and all the locations listed above must be assessed where applicable. Under the material & functional tests, self-testing items like field window water-tightness test for 25% of windows and 100% wet area watertightness test (including flat roof) and the use of pre-packed plaster for all plastering works are based on declaration by the project Qualified Person (QP). In general, declaration on passing for self-testing is based on first-time-right basis.
Points for design/material choices such as external facade and internal wall partition are awarded based on declaration by the project Qualified Person (QP). The computation is as follows:
Design/ Material Choice External Facade (Precast or System Formwork or Cladding Facade) Internal Wall Partition (Drywall or Precast Panel Partition)
Precast/System Formwork/Cladding area x 1 point Total area of facade
Drywall/Precast Panel Partition area x Allocated point* Total area of internal partition (Excluding wet areas)
*Allocated point is as follows: Drywall: 1 point Other lightweight partitions (with skim coat): 0.9 point Other lightweight partitions (with plastering): 0.6 point
3.4 M&E Works Assessment
The M&E Works assessment will be carried out in two stages: during the construction of structural works and upon completion of the building. The assessment covers the following areas, with their weightages allocated in accordance with the four categories of projects:
M&E Elements Electrical ACMV Fire Protection Plumbing & Sanitary Basic Fittings Sub-total Weightage Performance Testing Weightage Total
10 10 80 100 100% _ 100%
M&E Works Assessment 15 15 10 20 20 10 10 10 15 15 20 15 15 60 75 75 100 50% 50% 100% M&E Performance Test Assessment 100 100 50% 50% 100% 100% 100%
Note: "-" means that no assessment on that M&E elements is required.
CONQUAS Points allocated under each element of the M & E works assessed, regardless of building category, will follow these guidelines: Element Electrical 1. Embedded conduit 2. Main cables 3. Surface conduits 4. Cable tray, ladder & trunking 5. Distribution board ACMV 1. Air handling unit 2. Pump 3. Cooling tower 4. Chiller 5. Pipework 6. Split unit / Window air conditioner 7. Air-con comfort 8. Ductwork 9. Fire-rated duct 10. Dampers 11. Fire Dampers 12. Flexible ducts 13. Flexible connectors Fire Protection 1. Wet / Dry riser 2. Sprinkler 3. Fire Alarm 4. Hosereel Plumbing & Sanitary 1. Concealed pipes 2. Exposed pipes 3. Water tank 4. Pump Points Allocated 2 1 2 2 4 2 1 1 1 1 3 2 4 1 2 1 3 1 2 2 1 2 2 5 1 1
Performance Testing, covering Electrical, ACMV, Fire Protection and Sanitary & Plumbing, is assessed based on "Get-It-Right-First-Time" principle. The assessment will be based on the percentage of tests passing the first inspection for each type of test.
The score will be pro-rated as follow:
Ave % Passing at First Attempt 80% or below 80% < X < 100% 100% % of Performance Test Score 0% (X-80)/20 x 100% 100%
Note: "X" means the average percentage of passing at first attempt.
The assessment of Basic M&E Fittings will be carried out during the Internal Finishes assessment.
Like the Architectural Works, sampling of M&E works will be determined based on the four categories of buildings as per the guidelines below:
1,000 m2 per sample Electrical 1. Embedded conduit 2. Main cables 3. Surface conduits 4. Cable tray, ladder & trunking 5. Distribution board ACMV 1. Air handling unit 2. Pump 3. Cooling tower 4. Chiller 5. Pipework 6. Split unit / Window air conditioner 7. Air-con comfort 8. Ductwork 9. Fire-rated duct 10. Dampers 11. Fire Dampers 12. Flexible ducts 13. Flexible connectors Fire Protection 1. Wet / Dry riser 2. Sprinkler 3. Fire Alarm 4. Hosereel Plumbing & Sanitary 1. Concealed pipes 2. Exposed pipes 3. Water tank 4. Pump Minimum Samples Maximum Samples 2+ 1 1+ 1+ 2+ 1+ 1 1 1 1 2+ 1+ 3+ 1 1+ 1 2 1 1+ 1+ 1 1+ 1+ 4+ 1 1 35 70
1,500 m2 per sample 2+ 1 1+ 1+ 2+
3,500 m2 per sample
3,500 m2 per sample 2+
2+ 1+ 1 1 1 1
1+ 1 1 1+ 1+ 4+ 1 1 25 50
4+ 1 1 10 20 10 20
Remarks : + means to be repeated for additional samples required Note : Basic M&E Fittings - 500 m2 per sample with min 30 and max 150 samples
(a) Certified QM/CONQUAS Personnel CONQUAS bonus point is awarded for projects that employ certified personnel. This is to facilitate quality achievement and encourage deployment of competent certified personnel on site. Requirement Bonus Point
Certified CONQUAS Supervisor 0.15 Certified QM/CONQUAS Supervisor 0.3 A supervisor can only be deployed on one project at any time Supervisor must be deployed for minimum 75% of project duration CONQUAS Manager Certified 0.4 Certified QM/CONQUAS Manager 0.6 A manager can be deployed for maximum of 2 projects at any time Manager must be deployed for minimum 75% of project duration Maximum 1.0 Note: 1. Both employer and employee must declare the personnel was deployed for the minimum duration as specified. 2. Where required, additional documents and records shall be furnished for verification.
(b) Design/Material Choices Bonus points are given to projects using better buildable designs which facilitate higher quality achievement. Requirement Use of precast elements supplied by SCI Accredited Precasters (100% of precast elements) Use of Prefabricated Bathrooms (at least 65% of toilets)
* Bonus point is subject to weightage for Structural Works. ** Bonus point is subject to weightage for Architectural Works.
Bonus Point 1.0* 1.5**
(c) Quality Mark (QM) Projects Bonus points are given to the project according to the quality rating achieved under the QM tiered rating scheme. Requirement QM STAR QM EXCELLENT QM MERIT Bonus Point* 1.5 1.0 0.5
*Bonus point is subject to weightage for Architectural Works
3.6 Computation of CONQUAS Score
Below is an example of how a projects CONQUAS score will be computed: Scenario: Project Type Structural System
Roofing System Nos of Toilet External Wall Internal Wall
Commercial (CAT A) Reinforced Concrete system with 31% precast concrete volume and steelworks at 75% to 25% cost ratio Flat Roof - 10 nos (100% Prefabricated Bathrooms supplied by Accredited Precaster) Cladding system Brickwall
Step 1: Computation of Structural Score Structural Works (Reinforced Concrete Structure) Formwork/Rebar (69% concrete volume) Precast (31% concrete volume) Finished Concrete Concrete Quality Steel Reinforcement Quality NDT - UPV for concrete uniformity NDT - Electro-Covermeter test for concrete cover Total Structural Works (Structural Steelwork) Main Member/Partially Assembled Component Metal Decking (not used) Erection Tolerances Corrosion & Fire Protection Welding Test Reports Total Pro-rated Total Weightage % 0.69x35% = 24.1% 0.31X35% = 10.9% 25 5 5 15 15 100 Weightage % 40 10 10 20 80 100 Score 22.3 8.0 20.5 5.0 5.0 10.5 12.5 83.8 Score 33.2 NA 8.3 10.0 19.5 71 88.8
The Structural Score will be proportioned by the cost ratio as follows: Structural System Reinforced Concrete Works Structural Steelworks Accredited Precaster Structural Score (A) Individual Score 83.8 88.8 1.0 (B) Cost Proportion 75% 25% (A) X (B) 62.9 22.2 1.0 86.1
Step 2: Computation of Architectural Score Architectural Works Floors Internal Walls Ceilings Doors Windows Components Roof External Walls External Works Pre-packed Plaster Field Window Water-tightness Test (WTT) - BCA Testing - Self-Testing Wet Area Water-Tightness Test - BCA Testing (NA as <20 nos for non-residential) - Self-Testing Internal Wet Area Waterproofing Process Pull-Out-Test for Internal Wall Tiles Cladding Facade Internal Wall Partition (Drywall or Precast Panel Partition) Sub-total = (100-4) Pro-rated Total = (68.1/96) 100% Prefabricated Bathroom Architectural Total Weightage % 16 16 6 6 6 6 4 11 6 1 7 2 1 2 4 1 1 96 100 100 Score 9.3 9.0 5.8 3.6 4.1 4.6 2.5 9.3 4.5 1.0 5.8 1.4 NA 1.0 2.0 3.2 1.0 0.0 68.1 70.9 1.5 72.4
Step 3: Computation of M&E Score M&E Elements M&E Works Assessment Electrical ACMV Fire Protection Plumbing & Sanitary Basic Fittings Sub-total Weightage (a) M&E Performance Test Assessment Performance Test Weightage (b) Total (a+b): Cat A 15% 20% 10% 15% 15% 75% 50% 100% 50% 100% Score 12.2 18.4 8.8 11.2 12.8 63.4 42.3 86.9 43.4 85.7
Step 4: Computation of Bonus Points for Certified CONQUAS/QM Personnel Certified Personnel Deployed Certified CONQUAS Supervisor x1 Certified QM/CONQUAS Supervisor x1 Certified QM/CONQUAS Manager x1 Total Bonus Point 0.15 0.3 0.6 1.0 (max)
Step 5: Computation of Final CONQUAS Score Area of Works/Component Structural Works Architectural Works M&E Works Certified QM/CONQUAS Personnel CONQUAS Score (A) Actual Score 86.1 72.4 85.7 (B) CAT A 20% 60% 20% 100% (A) X (B) 17.22 43.44 17.14 1.0 78.8
3.7 Publication of CONQUAS Scores
The overall CONQUAS scores of projects are published and accessible for viewing at BCAs website. However projects scoring 95 points or higher will only be shown as CONQUAS . Higher CONQUAS scores generally reflect better workmanship. However scores beyond 95 points are often achieved at significant cost and effort disproportionate to the incremental achievement in quality. The CONQUAS rating facilitates setting realistic quality benchmarks balanced with productivity and cost considerations.
1 1a Formwork Formwork dimensions and openings for services 1)
Tolerance for cross-sectional dimensions of cast in-situ & precast elements: +10mm / -5mm Tolerance for penetration / opening for services: +10mm for size and 25mm for location Tolerance for length of precast members (major dimension of unit): Up to 3m: 6mm 3m to 4.5m: 9mm 4.5m to 6m: 12mm Additional deviation for every subsequent 6m: 6mm Tolerance for departure of any point from its position: 10mm Tolerance for plumb: 3mm / m, maximum 20mm Maximum deviation of mean level of staircase thread to temporary bench mark: 5mm For cast in-situ elements, the deviation of level of any point from the intended level: 10mm Formwork must be free from defects Before concreting, the interior must be free from debris All formwork joints must not have gaps to prevent leakage There must be adequate support, bracing and tie-back for the formwork to prevent bulging or displacement of structural elements
Alignment, plumb and level
Condition of formwork, props & bracing
Reinforcement (cast insitu & Precast) Main & Secondary rebars 1) 2) According to structural drawings (numbers / sizes) Spacing of bars not more than that specified Required lap length not less than that specified According to specifications with tolerance of +5mm According to structural drawings (numbers / sizes)
Anchorages & lap lengths Cover provision Links, stirrups and trimming bars
Spacing of links not more than specified
Rebar Condition
Rebars must be securely and properly tied in place Rebars must be freed from concrete dropping, corrosion etc
Finished Concrete (cast in-situ & Precast) Dimension for elements / opening for services 1) Tolerance for cross-sectional dimension of cast in-situ and precast elements: +10mm / -5mm Tolerance for opening: +10 for size and 25mm for location Tolerance for length of precast members (major dimension of unit): Up to 3m: 6mm 3m to 4.5m: 9mm 4.5m to 6m: 12mm Additional deviation for every subsequent 6m: 6mm Straightness or bow (deviation from intended line) of precast member: Up to 3m: 6mm 3m to 6m: 9mm 4.5m to 6m: 12mm Additional for every subsequent 6m: 6mm Squareness of precast member Difference between the greatest and shortest dimensions should not exceed the following: Length of shorter sides Up to and including 1.2m: 6mm Over 1.2m but less than 1.8m: 9mm 1.8m and over: 12mm Twist of precast member Any corner should not be more than the deviation stated from the plane containing the other 3 corners: Up to 600mm wide and 6m in length: 6mm Over 600mm wide and for any length: 12mm Flatness: 6mm per 1.5m Tolerance for departure of any point from its position: 10mm Tolerance for plumb: 3mm / 1m, maximum 20mm for floor to floor height and 40mm for the entire building height Maximum deviation of mean level: 10mm For cast in-situ elements, the maximum deviation of levels 24
7) 3b Alignment, plumb and level 1)
within the element: 10mm 5) Camber at mid-span: according to specifications Should not have visual exposure of groups of coarse aggregates resulting from grout leakage Cold joint & formwork joint must be smooth No bulging of structural elements All formwork, nails, zinc strips, etc must be removed No cracks or damages
2) 3) 4) 5) 4 Precast Specific Requirements Lifting points/inserts 1)
Tolerance for position: 20mm from centre line location in drawing Lifting devices and inserts free from damages Tolerance for position: 6mm from centre line location in drawings Bar protrusion length according to requirements. No bending, cranking or damages to bars Bars free from concrete droppings or corrosion Sleeves, grout holes, grout tubes not congested with debris Joint taper: Over 3m length: 6mm Maximum for entire length: 9mm Alignment of horizontal and vertical joint: 6mm Jog in alignment of matching edges: 6mm Sitting of element: according to specifications Installation of sealant and waterproofing: according to specifications Tolerance for position of cast-in steel items: 6mm from centre line location in drawings Tolerance for position of openings for bolt connections: 3mm from centre line location in drawings Relevant requirements in CONQUAS steelwork standards to be used where applicable
2) 4b Sleeve system/connections 1)
3) 4) 4c Interface/joint requirements 1)
Cast-in steel items/welded & bolted connections
5 5a Structure Quality Concrete Cube test 1)
For every pour of concrete, test cubes results at 28 days must satisfy the passing criteria as specified in the contract. The summary of test reports (Form A) must be endorsed by the projects structural QP (Qualified Person) To pass the tensile strength test for all the reinforcement bars used as according to the contract specifications. The summary of test reports (Form A) must be endorsed by the projects structural QP (Qualified Person)
All the welded steel fabric used to comply with the contract specifications. No non-conforming reinforcement detected through test records has been installed in the structure
6 6a Non-destructive testing Ultra Pulse Velocity test for Concrete Uniformity 1)
To conduct NDT using ultrasonic pulse velocity (UPV) to check the degree of uniformity of hardened concrete 5 columns per set and 2 readings per column Assessment is based on the difference between the 2 UPV readings within a column shall not exceed 0.05 km/s Method as per SS 78 To check hardened concrete cover for reinforcement bars after casting: minimum 25mm or higher as according to specification 5 structural samples per set including: 3 for slab soffit @ 4 readings each 1 for column @ 2 readings each on both axis of the column 1 for beam @ 2 readings each on the soffit and one side of the beam For each reading within a structural sample, full point for 5mm and half point for >5mm to 8mm. However, no points will be awarded if any of the 4 readings within the structural sample exceeds + 12mm) Method as per SS 78
4) 6b Electro-Covermeter test for concrete cover 1)
For the assessment of concrete cube test results, the percentage of points shall be awarded based on the percentage of non-compliance as tabulated in the table below: Percentage of Points awarded 100% 75% 50% 25% 0% Percentage of non-compliance 0 - 2.5% 2.6 - 5.0% 5.1 - 7.5% 7.6 - 10%
* An item is deemed to have failed if any one of the standards is not met.
1 Main member/Partial assembled component Physical dimensions 1)
Cross sectional tolerance should not be less than the structural steel specifications or approved plan Tolerance for length of structural steel member: 3mm Tolerance for bolt hole size: 2mm for bolt diameter < 24mm 3mm for bolt diameter 24mm Tolerance for bolt hole position: 2mm According to the structural steel specifications Surface preparation shall meet the surface roughness specifications Material used must be traceable to its original mill certificates Weld size, length and profile shall meet the structural steel specifications and drawings Visual inspection shall meet the structural steel specifications All weld shall follow approved welding procedures All welding must be done by qualified welders Bolts and washers, type, size and number shall be according to the structural steel specifications Drilled holes shall be free from burrs The condition of bolted parts adjacent to the bolt heads, nuts, flat washers, connection gussets and splice plates shall be free from oil, paint, and loose mill scales or otherwise specified by the structural steel specifications Gap between adjacent parts shall not exceed 2mm Bolts shall be tightened to specified torque or as specified by the structural steel specifications Threaded bolts protruding at least one thread length with washers
3) 4) 1d Bolting 1)
2 2a Metal decking Type and condition 1) 2) 3) 4)
Correct type and thickness of metal decking used All decking joints must not have gaps All metal decking must be properly secured in place Metal decking must be free from defects and visible damages Before concreting, the decking must be free from grease, oil, paint, and all other foreign materials All accessories such as pour stop, end closures and cover plates must be in place before concreting Correct number and type of shear studs used Spacing and position according to approved plan Strength of shear stud welds not less than specified All welds should show a full 360-degree weld fillet. All welds free from visible damages According to structural steel specifications or approved plan
Lapping and deck openings
Erection tolerances Column verticality 1) Tolerance for verticality: H/600 or 5mm, maximum 25mm; where H is the floor to floor height in mm. The position in plan of a steel column at the base shall not deviate from the specified position by more than 10mm along either of the principal setting out axes Maximum deviation of level at each end of the same beam: 5mm The level of the top of the steelwork at any storey shall be within 10mm of the specified level Beams shall not deviate from their specified positions relative to the column to which they are connected by more than 5mm
4 Corrosion and fire protection Thickness of coating 1)
Average thickness of the coating or the protective layer must not be less than specified No visible damages No spalling of coating or protective layer from structural steel members
Welding test reports#
Reports for all critical welding joints from the specified contract requirements must be submitted Test reports must comply with the acceptable criteria and must be endorsed by the projects structural QP.
# For test records, the following table would be used to determine the points awarded: Points awarded 20 15 10 5 0 Percentage of elements checked which does not comply 0% 0%<x5% 5%<x10% 10%<x15% x>15%
1 Condition of tendons & anchorages 1)
All pre-stressing strands and wires should comply with the specified standards and requirements and be free from loose rust, oil, tar, paint and any foreign objects All tendon anchorage are to comply with the specified standards and protected from corrosion Thread parts to be greased wrapped and tapped holes protected until use
Sheathing properly secured and protected and free from damage or puncture Sheathing profile according to drawings throughout the length with position tolerance: 5mm Splice to sheathing shall be mortar tight Air vents or grout tubes provided according to the drawing Tendon ducts clean and free from foreign objects and tendon free moving in the duct Strands stressed to the final pressure / elongation within the specific % accuracy of the stipulated value All grouting operations of the tendons must be smooth and achieved without need to flush out in the first grouting Open ends of debond tubes over the debond length of strands sealed Debond lengths according to the drawings Debonding materials not punctured or damaged
3) 4) 3 Stressing & Grouting process 1)
1 1a Floors General Requirements 1)
Finishing No stain marks Consistent colour tone Floor divider provided where required Alignments & Evenness Evenness of surface (not more than 3mm per 1.2m) Falls in wet areas should be in right direction No ponding in falls for wet area For staircases, the variance in lengths of threads and risers must not exceed 5 mm; nosing must be straight Skirting size and joint aligned with floor if of same material Crack & Damages No visible damage / defects Hollowness / Delamination No hollow sound when tapped with a hard object No sign of delamination Jointing Consistent skirting thickness No visible gap between wall & skirting Surfaces should not be unduly rough or patchy No visible trowel marks Expansion joints should be provided at interval as stated by architect Consistent colour and neat pointing No hollow sound when tapped with a hard object Joints are aligned and consistent with skirting and wall tiles Consistent joint size Lippage between 2 tiles should not be more than 0.5 mm Expansion joints should be provided at interval as stated by architect
1d Timber floor 1) 2) 3) 4) 1e Carpet 1) 2) 3) 1f Raised Floor 1) 2) 3)
No warpage Timber strips to rest firmly on joists or screed No visible gaps in between timber strips Edges of the floor to be properly sealed Stretched and even surface Joint should not be visible Proper anchoring at all edges No loose floor panels No protrusion / potential of tripping over floor panels No jolting or rocking panel
2 2a Internal Walls General 1)
Finishing No stain marks Consistent colour tone No rough / patchy surface Alignments & Evenness Evenness of surface (not more than 3mm per 1.2m) Verticality of wall (not more than 3mm per m) Walls meet at right angles (not more than 4mm over 300mm) Edges (wall to wall) to appear straight and aligned Crack & Damages No visible damage / defects Hollowness / Delamination No hollow sound when tapped with a hard object No sign of delamination Jointing Straightness of corners and joints Surface evenness (not more than 3mm over 1.2m) No hollow sound when tapped with a hard object. Surfaces should not be unduly rough or patchy esp no brush / trowel marks Tile joints aligned and with consistent joint size No hollow sound when tapped with a hard object Consistent colour and neat pointing Lippage between 2 tiles should not be more than 0.5mm Proper anchorage for panels Joints aligned and with consistent joint size Sealant material compatible with cladding Consistent spacing and within allowable tolerance Substrate - see plaster finish Finished texture and colour to be uniform
2f Painting 1) 2) 3) 4) 5) 2g Pre-cast concrete planks 1)
Substrate - see plaster finish Surfaces are evenly painted Good opacity, no patchiness resulted from touch up works Free from peeling, blister and chalkiness No discolouration and fading Alignment with adjacent planks not more than 3mm
2) 2h Wall Paper 1) 2) 3) 4) 2i Glass Blocks 1) 2) 3) 2j Wood / Timber Panels 1) 2) 3) 4) 5)
Plane tolerance (3mm / 1.2m) Stretched and even surface Joint should not be visible Proper anchoring at all edges Edges should be neatly laid and finished Pointing should be satisfactory Joint should be even Glass blocks should be properly aligned Timber panels to rest firmly on joist or screed No visible gaps between panels Edges should be properly aligned and sealed No warpage No cracks
3 3a Ceilings General Requirements 1)
Finishing No stain marks Consistent colour tone No patchy surface Alignment & Evenness Overall surface should be smooth, even, not wavy Straightness of corners Crack & Damages No visible damage e.g spalling, leaks, cracks, etc Roughness No rough surface Jointing Consistent, aligned and neat Not patchy, with no pin holes and with no trowel marks
Skim Coats / Boarded Ceiling
2) 3) 4) 3c False ceiling / Grid System 1)
Formwork joints are grounded smooth Paintwork with good opacity and with no brush marks Access door joints should be sharp and in consistent width Alignment of rails should be visually straight
Surface should be overall level and even Chipped surfaces or corners should not be seen
4 4a Doors General Requirements 1)
Joints & Gap No visible gaps between door frame and wall Consistent & neat joints Consistent gap between door leaf and frame and not more than 5mm No visible gaps within door leaf and door frame Consistent and no visible gaps for mitre joints Alignment & Evenness Alignment/level with walls Door frame and leaf to flush Door and frame corners maintained at right angles No rattling sound when door is closed Material & Damages No stain marks and any visible damage No sags, warps on door leaf Fire stop provided where necessary Door joints and nail holes filled up, properly sanded down and with good paint finish (including on top and bottom of door leaf and consistent in colour) Glazing clean and evenly sealed with gasket No sign of corrosion for metal frame Consistent colour tone Functionality Ease in opening, closing and locking No squeaky sound during swinging the leaf Accessories Defects Lock sets with good fit and no stains No sign of corrosion in ironmongery No missing or defective accessories
Note 1: Civil defence shelter door will be considered as part of wall finishes Note 2: Metal gate will be assessed as component
5 5a Windows General Requirements 1)
Joints & Gap No visible gap between window frame and wall Consistent gap between window leaf and frame and not more than 5mm (timber window only) No visible gaps within window leaf and frame No visible gaps between window leaf and frame Neat joint between window and wall internally and externally Consistent and no visible gaps at mitre joints Alignment & Evenness Alignment / level with wall openings Window leaf and frame corners maintained at right angles Material & Damages No stain marks and any visible damage / defects Louvre windows with glass panels of correct lengths Glazing clean, evenly sealed with putty or gasket for aluminium windows Functionality Ease in opening, closing and locking No sign of rainwater leakage No squeaky sound during swinging the leaf Accessories Defects Lock sets with good fit and aligned No sign of corrosion No missing or defective accessories Countersunk screws levelled and flushed. No overtightened screws Stainless steel screws at hinges for swing window
6 Components *
Internal fixtures such as wardrobe, kitchen cabinet, vanity top, mirror, bathtub, water closet, shower screen and basin External fixtures such signage, emergency lightings, railings, unit number plates, lift fittings, letter box, lightings, metal gate etc Joints & Gap Consistent joint width & neat joint No visible gap Welding joints grounded or flushed Alignment & Evenness Level and in alignment Material & Damages No stain marks No visible damage / defects Consistent in colour tone Functionality Functional, secured and safe Accessories Defects No missing accessories No sign of corrosion No visible damages / defects
* An item is deemed to have failed if any one of the standards is not met
Part 2: Roof Item* Standards
Construction General Requirements 1) Stain / Painting No stain marks Good paint works Rough / Uneven / Falls Look smooth and with no tool marks Even and level esp no potential in stripping Good falls in right direction Crack / Chip / Damage No visible damages / defects Joint / Sealant / Alignment Consistent joint width, neat & aligned Chokage / Ponding No sign of chokage and ponding Construction No sign of leaking Proper dressing for any protrusion Neat & secured installation of fixtures Ponding less than 3mm Surface to level to avoid tripping Proper dressing for any protrusion Openings to be sealed to prevent pest invasion Clean and no stain marks No leaking No rust or stains Good painting to roof structural members Roof tiles in alignment Openings to be sealed to prevent pest invasion
6) 7) 1d Waterproofing (exposed) 1)
Consistent colour tone Proper dressing for any protrusion Should be evenly installed, no sharp protrusion
2) 3) 4) 5) 6) 1e Gutters 1) 2) 3)
Complete adhesion to base Good laps at joints and proper vertical abutment details No leaking and sign of damage to membrane/coating Clean and no mortar stains No paint defects No ponding and chokage No cracks, chips and any other visible damages / defects RWDP inlet should be lower than the surrounding gutter invert level Gutter and RWDP inlet to be covered to prevent chokage where practical Clean and no cement stains
Part 3: External Wall Item* Standards
Evenness / Roughness Overall surface should be even, not wavey & not patchy Staining / Painting No visible stain marks Good paint works Cracking / Damages No visible damage / defects Jointing / Alignment External features visually in alignment Corners of wall maintained at right angles and straight Consistent joint width, neat & aligned As above Tile joints aligned and between 2-4mm wide unless specified Plumb tolerance and evenness of surface (3mm / 1.2m) Gaps around openings to be properly sealed
Plaster Finish Tiled Finish
2) 4 Claddings / Curtain Walls 1)
2) 3) 4) 5) 5 Facing Brickwork 1) 2) 3) 4)
Joints of regular widths as specified Plumb tolerance as specified Evenness of surface, no dents or scratches Sealant material compatible with cladding 10mm joint with pointing Weepholes are provided as specified No mortar droppings and other stains No efflorescence
Substrate - see plaster finish Finished texture and colour to be uniform No paint drips and other stains Substrate - see plaster finish Surfaces are evenly painted; no patchiness due to touch up work Good opacity, no discolouring and free from peeling
1 General Requirements (basis for assessment) 1) 2) 3) 4)
No stain marks and visible damages / defects Finishes must be even, level , align & consistent Consistent joints width and neat Paintworks with good opacity, no patchiness and brush marks Constructed according to Contract Specifications Fixtures installed must be safe, secured and functional Standards defined under Part 1: Internal Finishes, Part 2: Roof and Part 3: External Wall shall apply for similar items Floor as per Internal Finishes - Floor Column as per Internal Finishes - Wall Ceiling as per Internal Finishes Ceiling Other Finishes as per Internal Finishes Components M&E Fitting as per M&E Works Part 5 Basic M&E Fittings Drain Free flowing and no ponding of water Drain Cover level and do not jolt or rock Gaps between drain covers and side of drain between 5-10mm wide Drain grating properly painted Apron 1 Bitumen joints with neat edges and sufficient length No ponding Apron 2 as per Apron 1 Inspection Chamber Inspection chambers are level with surrounding without depression and with tolerance of Covers to be level with frames
1c Roadwork & Carpark 1) 2)
Side Drain as per 1b Apron & Drain Road Surface No ponding Road painting according to drawings; dimensional tolerance of 5mm Gaps between aeration slabs properly filled up with sand Aeration slabs stable and not broken Kerbs as per General Requirements Road Sign Provided according to specifications Firm and secured at base with footing if required Metal parts below ground are corrosion treated Lightings as per 1c Road Sign Footpath as per Internal Finishes - Floor Turfing No depression or bald patches Turfing done evenly, no dead grass or weeds Lightings as per 1c Road Sign Fencing & Railing As per 1c Road Sign Wire fencing is PVC covered Footings provided for supports Vertical tolerance (4mm / 1.2m) Other Fixtures as per Internal Finishes - Components Floor as per Internal Finishes - Floor Permanent Fixture1 as per Internal Finishes Components Permanent Fixture2 as per Internal Finishes Components Lightings as per 1c Road Sign Signage as per Internal Finishes - Components
5) 1d Footpaths & Turfing 1) 2)
Floor 1 as per Internal Finishes - Floor Floor 2 as per Internal Finishes - Floor Signage as per Internal Finishes - Components M&E Fitting as per M&E Works Part 5 Basic M&E Fittings Permanent Fixture as per Internal Finishes - Components Fence Left as per 1d item 4) Gate as per Internal Finishes - Components Fence Right as per 1d item 4) M&E Fitting as per M&E Works Part 5 Basic M&E Fittings Signage as per Internal Finishes - Components Side Drain as per Internal Finishes - Floor Foot Path 1 as per Internal Finishes - Floor Floor Path 2 as per Internal Finishes - Floor M&E Fitting as per M&E Works Part 5 Basic M&E Fittings Other Fixture as per Internal Finishes - Components External Wall 1 as Part 3 External Wall External Wall 2 as Part 3 External Wall External Wall 3 as Part 3 External Wall External Wall 4 as Part 3 External Wall Apron & Drain as per 1b
5) 1g Fences & Gates 1) 2) 3) 4)
5) 1h Swimming Pool 1) 2) 3) 4)
5) 1i Club House 1) 2) 3) 4) 5)
External Wall 1 as Part 3 External Wall External Wall 2 as Part 3 External Wall Apron & Drain as per 1b Gantry as per Internal Finishes - Components Other Fixture as per Internal Finishes - Components External Wall 1 as Part 3 External Wall External Wall 2 as Part 3 External Wall External Wall 3 as Part 3 External Wall External Wall 4 as Part 3 External Wall Apron & Drain as per 1b
1 2 Plastering Field Window Watertightness Test 1) 1)
Use Pre-packed Plaster only. No sign of leakage using BCA's Window Water-tightness Test method. Leakage is defined as any appearance of uncontrolled water, other than condensation, on the indoor face of any part of the wall & window. BCA's Water-tightness Test parameters: Water intensity: 300mm/hr : 1 litre/min/m of joint Wind Pressure: 240 Pa o Nozzle inclination: 90 to window 1 sample = 2m length of joint Spray duration: 10 minutes
Wet Area Watertightness test (i.e. Bathrooms, toilets & flat roof)
No sign of leakage after ponding wet areas over a minimum period of 24 hrs.
2) 4 Internal wet area waterproofing process Pull-off test (POT)for internal wall tiles 1)
Ponding with final finish in-place According to approved method statement, shop drawings and related BCAs Good Industry Practices guides Minimum tensile strength of 0.15 N / mm2
For the assessment of the field window water-tightness test, the number of points shall be awarded based on the percentage of non-compliance as tabulated in the table below : Points Awarded for BCA Field Test (80%) 7 (15-x)* 7/15 0 Note: Points Awarded for Self-Testing (20%) 2 (15-x)* 2/15 0
Percentage of non-compliance 0% 0% < x < 15% 15%
No points shall be given if test is not carried out. x is the percentage of samples failed.
For the assessment of the wet area water-tightness test, the number of points shall be awarded based on the percentage of non-compliance as tabulated in the table below :
Points Awarded for BCA Field Test (80%) 4 (2-x)* 4/2 0 Note:
Points Awarded for Self-Testing (20%) 1 (2-x)* 1/2 0
Percentage of non-compliance 0% 0% < x < 2% 2%
QUALITY STANDARDS FOR M&E WORKS
Part 1: Electrical Works Item*
1 Embedded Conduits Installation 1) 2) 3) Conduit ends properly protected Correct type of conduit installed as per approved sample Conduit boxes clean and open end plugged / temporarily protected Coupling joints fastened Bonding to earth provided for all metallic conduits Conduits properly secured Conduits properly bent without distortion and damage
4) 5) Secured Properly Bent Properly No Visible Damage 6) 7)
Main Cables Properly Supported Fire Stop Spacing & Secure of Cable No Visible Damage 1) 2) 3) Cables adequately supported Fire stops properly installed Adequate spacing of cables
Surface Conduits Installation 1) 2) 3) 4) Support 5) 6) Fire Stop 7) Conduit ends properly connected Metallic conduits properly earthed Correct type of conduit as per approved sample Conduits properly bent without distortion and damage Support / brackets rigidly fitted Screw used properly fastened Fire stops properly installed
Appendix 3 Item*
No Visible Damage 8)
Conduits and accessories properly painted
Cable Tray, Ladder And Trunking Installation 1) 2) 3) Support 4) 5) Fire Stop No Visible Damage 6) Joints protected against corrosion Correct type of material used as per approved sample Metallic trunking properly earthed Support / brackets rigidly fitted Screw used properly fastened Fire stops properly installed
Distribution Board Circuit Diagram 1) 2) Cable Termination /Earthing 3) 4) 5) No Visible Damage Circuit diagram provided Proper labelling for panel Suitable cable termination provided All live parts to be non-accessible All exposed metal parts effectively earthed
Appendix 3 Part 2: Quality Standards for ACMV Works Item*
1 Ductwork Location & Installation 1) Location and ductwork installed according to approved shop drawings Exposed ductwork and hanger properly painted to approved colour code Ductwork properly supported
Support No Visible Damage
Fire-Rated Ducts Location & Installation 1) Location and ductwork installed according to approved shop drawings No hanging of other services Fire-resistant sealed access panel provided to fire-rated enclosure of equipment for maintenance
2) Access Panel 3)
Flexible Ducts Location & Installation Support Sufficient Radius 1) 2) 3) Location & installation as per approved shop drawings Duct properly supported Bending radius sufficiently wide to prevent tensioning and restriction of the throat
Flexible Connectors Location & Installation 1) 2) Installed as per approved shop drawings Provided at ductwork, between AHU/FCU/Fans and related ductwork Within 50 250 mm length
Length Limit No Visible Damage
5 Dampers Location & Installation 1) 2) Location of dampers as per approved shop drawings Dampers / splitter dampers can be adjusted freely between the open and close position Access doors provided to all dampers
Access Door No Visible Damage
Fire Dampers Location & Installation 1) 2) 3) Access Door No Visible Damage 4) Location of dampers as per approved shop drawings Installed as per CP13 and no gap around fire dampers Dampers in open position and held in position by fusible link. Access doors provided to all dampers according to CP13
Split Unit/Window Air Conditioner Installation 1) 2) 3) 4) Units are levelled when placed on plinth Drainage provided/units slightly tilted for condensation Drain hose connected to the drain pipe Cool air is not blocked by wall, beam, shelving or other builtin furniture in the room Proper sealant of wall or roof opening after pipes are fixed No sign of leakage from pipes
Seal Penetration No Leakage No Visible Damage
8 Air-Con Comfort Temperature 1)
Room temperature between 23 C - 25 C or according to specification Room airflow rate not exceeding 0.25 m/s or according to specification
Room relative humidity not more than 60% or according to specification
Air Handling Unit Location & Installation 1) Unit location & pipe layout installed as per approved shop drawings Inspection access door for fan, coil, motor and filter All metal parts properly earthed Smoke detector installed at the return air stream Name plate installed with manufacturer's name, serial number and model number Pipe / duct from AHU must be supported
Pump Location & Installation 1) Location & pipe layout installed as per approved shop drawings Pump & motor assembly properly installed on inertia block & spring isolator Guard provided to exposed shafts, coupling & moving parts Name plate installed with manufacturer's name, serial number and model number No bad electrical termination
Electrical Termination No Visible Damage
11 Cooling Tower Self-Earthing System 1)
Cooling tower completed with self-earthing system for connection to building lightning protection system Name plate installed with manufacturer's name, serial number and model number Location & pipe layout installed as per approved shop drawings Cooling tower clear of all debris
Pipework including Chilled water, Hot water, Steam, Condenser water, Condenser drain, Cold Water make-up, water treatment and refrigerant
Pipe works installed as per approved shop drawing & specifications Pipe work provided with drains at each low point and automatic air vents with manual isolating valve at each high point Fire stop for passage of pipes at opening for fire resistant walls and floor Properly painted and supported
Paints & Support
Chiller Location & Installation 1) Location & pipe layout installed as per approved shop drawing Chiller to be levelled when placed on plinth or vibration isolators Chiller fixed securely in position Correct model, make & capacity Pipes supported properly by hangers or brackets Pipe connections follow specified flow direction
3) 4) Pipe Support & Label 5) 6)
No Leakage No Visible Damage 7)
Appendix 3 Part 3: Quality Standards for Fire Protection Works
Wet / Dry Riser Landing Valve 1) 2) 3) 4) 5) Landing valve must be accessible Landing valve strapped & padlocked Labelling for riser door Landing valve painted red for wet riser / yellow for dry riser Automatic air release valve provided at highest point of rising main Riser pipes properly supported Labelling & painting for riser pipe Bonding to earth provided for rising main Proper wall / floor penetration
Pipe & Pipe Support
Wall/Floor Penetration No Visible Damage
Sprinkler Location & Installation 1) Location, sprinkler and pipe layouts and sizes installed as per approved shop drawings Double layer sprinkler for false ceiling >800mm in depth No obstruction and painting to sprinkler heads Correct sprinkler heads used in correct locations Pipe work properly supported Proper wall / floor penetration
2) 3) 4) Pipe Support Wall/Floor Penetration No Visible Damage 5) 6)
Fire Alarm Location & Installation 1) 2) 3) Paints Fire Alarm Zoning Diagram 4) 5) Location of fire alarm panel, break glass & bell is correct Location & spacing of detectors are correct Fire alarm wiring in conduit (GI type) Panel and conduit properly painted Fire Alarm Zoning diagram provided near panels / subpanels
Hosereel Location & Installation 1) 2) 3) 3) Location of hosereel as per approved shop drawings Hosereel cabinet properly labelled Hosereel pipe properly fixed with hangers & brackets Hosereel operation instruction properly marked on hosereel drum or door Correct & proper painting for hosereel
Paints No Visible Damage
Part 4: Quality Standards for Plumbing & Sanitary Works Item*
1 Concealed Pipes Location & Installation 1) Pipes properly supported, bent without distortion, kink and damage Pipe and fitting ends properly capped Proper joints Materials used are of approved types Vertically or horizontally aligned
2) 3) 4) Alignment No Visible Damage 5)
Exposed Pipes Location & Installation 1) Location of pipes installed and labelled as per approved shop drawing Pipes properly supported, bent without distortion, kink and damage Joints are watertight Pipe & fitting ends properly capped No potable water pipes below non-potable water pipes Materials used are of approved types Horizontally and vertically aligned and parallel to building surface Inclined pipes laid to proper gradients Plumb < 3mm per 1m height Do not cause obstruction / pose safety hazard at public area Sufficient clearance between installed pipes / ceiling and pipes / wall for accessibility Service pipe duct accessible
3) 4) 5) 6) Alignment 7)
8) 9) Clearance 10) 11)
12) No Visible Damage
3 Water Tank Location & Installation 1) Location, type & capacity as per approved shop drawing and specification All openings properly covered and secured Joints & pipe connections are watertight. Not located below non-potable water pipes Corrosion-resistant external cat ladders provided for large water tank Netting properly fitted for overflow / warning / vent pipes Accessible for maintenance. Minimum clearance of 600mm all rounded the water tank No visible damage Clean & free from debris
Pump & Motor Location & Installation 1) 2) 3) Location & type as per approved shop drawing No noticeable vibration & noise from pump / motor Test certificate for alignment of Pump & Motor from manufacturer No bad / loose electrical terminations
Appendix 3 Part 5: Quality Standards for Basic M&E Fittings Item*
1 General Requirements 1)
Joints & Gap No visible gap Consistent joint width & neat Alignment & Evenness Aligned, leveled and straight Material & Damages No visible damage / defects No stain marks Securely fixed Consistent colour tone Functionality Functional and safe Accessories Defects No missing accessories No visible damage / defects
Plumbing & Sanitary Fittings Gully & Floor Trap 1) 2) 3) No damage or chokage Must be securely fixed Trap's top lower than the surrounding floor level
Visually aligned horizontally, vertically and parallel to building surface Inclined pipes laid to proper gradients No leakage at joints Plumb < 10mm / storey height Brackets firmly secured & adequately spaced If painted, no drippings & with good opacity Firmly secured & joints properly sealed & pointed No leakage at joints
2) 3) 4) 5) 6) 2c Fittings 1) 2)
No chipping or cracks No paint drops or mortar droppings Fittings in working condition Accessible for maintenance Do not cause obstruction / pose as safety hazard (e.g. sprinkler head to point inward). No sediments / particles found in water collected at terminal water fittings (remove aerator & showerhead). All sensor covers properly sealed against water seepage Materials used are of approved types
M&E Fittings
e.g. power point, telephone point, air-con diffuser, fan coil unit, lighting, smoke alarm, sprinkler heads, CCTV camera, etc. 1) Fittings must be aligned and location as per approved drawings. No stains Neat patch-up for pointing / penetration No exposed wiring within reach No visible damage
2) 3) 3b 3c Safety Damages 1) 1)
Defects Grouping Guide for Assessment of Internal Finishes
Finishing Alignment & Evenness Crack & Damages Hollowness / Delamination Jointing Finishing Alignment & Evenness Crack & Damages Roughness Jointing Joints & Gap Alignment & Evenness Material & Damages Functionality Accessories Defects
Stains, Painting / Coating Defects, Tonality, Patchy & Roughness Alignment, Unevenness, Squareness Crack, Chipping, Dent, Scratches Joints, Pointing Stains, Painting / Coating Defects, Patchy Crack, Chipping, Dent, Scratches Joints, Pointing Joints, Gap etc too big, Inconsistent, Improper Seal Crack, Chipping, Dent, Scratches, Defects, Finishing, Tonality Movement, Functionality, cannot be opened or closed properly, Loose Missing items, Improper Fixing, Stains, Corrosion, Other damages
Door Window Component M&E Fittings
BUILDING GROUPING GUIDE
Commercial, Industrial, Institution & others
Private Housing, Commercial, Institution, Industrial & others
In General : All types of building that has a central cooling system
In General : All types of building without central cooling system
Bungalow Semi-Detached Terrace House Cluster Housing
e.g. Bank Office Building Shopping Complex Hotel Supermarket Airport Hospital University Regional Library Conference Hall Arts and Cultural Centre
e.g. Condominium Apartments School Factory Warehouse
Mixed Development without Central Cooling
Mixed Development with Central Cooling Note: The above is only meant to be a general guide in determining the Category of project. The actual grouping might vary depending on the project details in the application. For instance, a mixed development building project, ie, one with commercial and residential components in the development, where the residential GFA > 50% of the total GFA, is categorized as category B (housing).
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