syabas guideline

8/9/2019 Syabas Guideline

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DRAFT FINALSYABAS GUIDELINES ON PLANNING AND DESIGN FOR WATER SUPPLY SYSTEM

iSEPAKAT SETIA PERUNDING (SDN) BHD. (14142-M) Consulting Engineers

SYABAS GUIDELINES ON PLANNING AND DESIGN FOR

WATER SUPPLY SYSTEM

Table of Contents

FOREWORD

ABBREVIATIONS

1.0 GENERAL

1.1 Scope1.2 Definitions1.3 Standards and Specifications1.4 Interpretation of Guidelines

2.0 PLANNING FOR WATER SUPPLY

2.1 General2.2 Development Proposals

2.2.1 General2.2.2 Reservoirs and Tanks2.2.3 Site Dimensions for Reservoirs and Tanks

3.0 EXTERNAL WATER SUPPLY SYSTEM

3.1 Application for Source of Water Supply3.2 Concept Design Submissions3.3 Detailed Design Submissions

3.3.1 Civil Works3.3.2 Mechanical and Electrical Works3.3.3 Geotechnical Works

3.4 Design Guidelines3.4.1 Water Pipes

a. Hydraulic Requirements

b. Pipe Laying Requirementsc. Valves and Utilities

3.4.2 Reservoirs and Tanksa. Storage Capacity

b. Hydraulic Requirementsc. Boundary Setbackd. Materials and Measurese. Pipeworks Inside Reservoirs and Tanksf. Control Valvesg. Pipe Strainersh. Miscellaneous

3.4.3 Pumping Stationsa. Generalb. Pump Plinths

3.4.4 Geotechnical Considerationsa. Reservoir, Tank and Pumping Station Buffer Zones for Slopesb. Slope Stability Analysisc. Drainage Provisionsd. Slope Surface Protectione. Reservoir, Tank and Pumping Station Foundation

3.6 Materials3.7 Checklist

4.0 INTERNAL PLUMBING SYSTEM

4.1 Plans4.2 Technical Requirements

4.2.1 General

4.2.2 Pipes and Valves4.2.3 Water Tanks within Consumer Premises

a. Capacityb. Pipeworks and Materialsc. Safety and Security

4.2.4 Pumping Systems4.2.5 Hot Water Systems4.2.6 Swimming Pools

4.3 Water Conservation4.3.1 General


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iiSEPAKAT SETIA PERUNDING (SDN) BHD. (14142-M) Consulting Engineers

4.3.2 Water Conservation Measures4.4 Checklist

5.0 METERING

5.1 General5.2 Locations of Meters5.3 Sizes of Meters5.4 Automatic Meter Reading System (AMR)5.5 Meter stands

5.5.1 General5.5.2 Markings for Meter stands

6.0 ELECTRICAL SYSTEM

6.1 Standards, Code of Practice, Rules and Regulations6.2 Detailed Design Submissions6.3 Power Supply Requirements

6.4 HT Installations6.5 LV Installations6.6 Essential Power Supply6.7 Motor Starter Panels6.8 Electric Motors6.9 Internal Lighting and Power6.10 External Lighting Installations

6.11 Lighting and Surge Protection Systems6.12 Earthing Systems6.13 Electrical Spare Parts6.14 Electrical As-Built Fitted Drawings6.15 Testing and Commissioning6.16 Variable Speed Drive (VSD) Pumping System6.17 Checklist

7.0 MECHANICAL SYSTEM

7.1 General7.2 Detailed Design Submissions

7.2.1 First Stage (Design Stage before Tender Award)7.2.2 Second Stage (After Tender Award during Approval Stage of Equipment)

7.3 Planned Water Quantity and Number of Pump Units7.4 Pumpsets

7.4.1 Duties and Selection7.4.2 Horizontal Split Casing Pumps7.4.3 End Suction Pumps7.4.4 Pump Casing, Rotating Element, Driving Coupling, Gland Sealing and Other Pump

Accessories7.5 Pressure Gauges7.6 Suction and Delivery Pipes7.7 Pipeworks7.8 Valves

7.8.1 Sluice Valves7.8.2 Butterfly Valves7.8.3 Non-slam Type Check Valves and Surge Calculation7.8.4 Altitude Valves

7.9 Surge Suppression Systems7.10 Mechanical Handling Equipment7.11 Mechanical Spare Parts7.12 Variable Speed Drive (VSD) Pumping System7.13 Checklist

8.0 SCADA/ TELEMETRY SYSTEM

8.1 General8.2 Hardware Requirements

8.2.1 General8.2.2 Outstations8.2.3 Remote Terminal Units

8.2.4 GPRS/ GSM Modem8.2.5 Video Cameras


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iiiSEPAKAT SETIA PERUNDING (SDN) BHD. (14142-M) Consulting Engineers

8.3 Communication Systems8.4 Operation Requirements on SCADA System

8.4.1 Introduction8.4.2 Suction Reservoirs and Suction Tanks8.4.3 Pumping stations8.4.4 Reservoirs and Tanks8.4.5 Telemetry Systems for Gravity Fed Reservoirs and Tanks

8.5 Spare Parts8.6 Checklist

9.0 CAPITAL COST CONTRIBUTION (SKP)

9.1 Definitions9.2 Charge Rates9.3 Exemption from Capital Cost Contribution9.4 Effective Date

10.0 SERVICE CHARGES10.1 Charges for Connection to Public Mains10.2 Charges for Disconnection and Reconnection10.3 Charges for Meter Tests10.4 Charges for Swimming Bath Tests10.5 Charges for Licenses to Carry Out Work10.6 Charges for Pressure Test on Mains

10.7 Agency Fees10.8 Charges for New Installation without Tapping or Tee-Connection10.9 Supervision Charges for Connection

APPENDICES

A Standard FormsB Standard DrawingsC Design Checklists

FOREWORD

Syarikat Bekalan Air Selangor Sdn. Bhd. (SYABAS) is responsible for the water supply services in theState of Selangor and the Federal Territories of Kuala Lumpur and Putrajaya. Qualified consultingengineers, planners and architects or other agents of the Developers are required to submit their designproposals for water supply works to SYABAS in order to ensure that the water supply systems meet theplanning, design, operation and maintenance requirements of SYABAS.

This document is a statement of general policies and design standards expected of new water supplyworks for external water supply system as well as internal plumbing system in the State of Selangor and

the Federal Territories of Kuala Lumpur and Putrajaya.

The document has been adapted and revised from the document GARIS PANDUAN PENGEMUKAAN Sistem Bekalan Air Di Negeri Selangor, Wilayah Persekutuan Kuala Lumpur dan Putrajaya , which waspreviously published by Perbadanan Urus Air Selangor Berhad (PUAS).

The standards and parameters set out in this document may be subject to revision. Nothing herein shallbe construed as relieving the responsibilities of any person or entity responsible for the design, execution

and completion of the works. The consulting engineers, planners and architects shall be expected toexercise professional judgement and sound engineering practices in developing the design proposals.


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vSEPAKAT SETIA PERUNDING (SDN) BHD. (14142-M) Consulting Engineers

RBE - Report-by-exceptionRC - Reinforced ConcreteRCD - Residual Current DeviceRL - Reduced levelRTU - Remote Terminal UnitSCADA - Supervisory Control and Data AcquisitionSdn. Bhd. - Sendirian BerhadSKP - Sumbangan Kos Pembangunan (Capital Cost Contribution SMS - Short Message ServiceSPT - Standard Penetration TestSWA - Steel Wire ArmouredSWG - Standard Wire GaugeTEFC - Totally Enclosed, Fan CooledTWL - Top Water LeveluPVC - Unplasticised Polyvinyl Chloridev:h - Vertical Height : Horizontal LengthVSD - Variable Speed DriveWC - Water ClosetWTP - Water Treatment PlantXLPE - Crosslinked Polyethylene

UNITS% - PercentA - Ampered - Daydeg. C - degree Celsiusdeg. F - degree Fahrenheitft2 - Square Footha - Hectarehr - HourkA - Kilo Amperekg - Kilogramkm - KilometrekW - Kilowattl/d - Litre per dayl/s - Litre per secondlcd - Litre per capita per daym - Metrem/s - Metre per secondm3 - Cubic Metrem3/hr - Cubic Metre per hourm3/month - Cubic Metre per month

mg/l - Milligram per litreMl - Million LitresMld, Ml/d - Million Litres per daymm - Millimetremm2 - Square MillimetreMohm - Mega OhmNo. - Numberrpm - Revolution per minuteV - VoltVar - Volt-ampere reactiveW - WattYr - Year


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1-2SEPAKAT SETIA PERUNDING (SDN) BHD. (14142-M) Consulting Engineers

1.3 STANDARDS AND SPECIFICATIONS

All materials and water fittings used in the construction of any of the works described in

these guidelines shall comply with the requirements specified in the latest edition of any

applicable approved standard and the specification issued by SYABAS.

In case there is any discrepancy between the approved standard and specification of

SYABAS the latter should take precedence.

1.4 INTERPRETATION OF GUIDELINES

Every design proposal shall meet the underlying objectives of these guidelines of:-

Reliability

Ease of Maintenance

Quality of Work

Energy Efficient

In this guidelines, the term shall is used in reference to standardized design parameters

or requirements where departures from which are not normally permitted.

The term should is used in reference to suggested design parameters or requirements

and the consulting engineer is expected to exercise sound professional judgment in

deciding whether to depart from the suggested parameters. The consulting engineer would

be expected to justify such departures in terms of cost and improved engineering

performance.


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SEPAKAT SETIA PERUNDING (SDN) BHD. (14142-M) Consulting Engineers

Table 2.1 : Minimum site dimensions for suction reservoir/ tank and pumping station

Water Demand (l/d) Site Dimensions (Minimum)

45,000 20 m x 25 m

45,001 227,000 20 m x 25 m

227,001 454,000 25 m x 30 m

454,001 680,000 25 m x 30 m

680,001 900,000 30 m x 35 m

900,001 1,135,000 35 m x 40 m

1,135,001 2,270,000 30 m x 45 m

2,270,001 3,405,000 45 m x 55 m

3,405,001 6,810,000 60 m x 65 m

6,810,001 13,620,000 75 m x 80 m

> 13,620,000 To be approved by SYABAS butsubject to a minimum of 90 m x 95 m

Note: Dimensions in the above table are excluding the areas of office, storeroom,

toilet and quarter. Please refer Clause 3.4.3.a for details.

Table 2.2 : Minimum site dimensions for service reservoir/ tank

Site Dimensions (Minimum)Reservoir/ Tank

CapacityGround Reservoir/ Tank Elevated Reservoir/ Tank

45,000 20 m x 20 m

45,001 227,000 20 m x 20 m

227,001 454,000 25 m x 25 m

454,001 680,000 30 m x 30 m

680,001 900,000 30 m x 30 m

900,001 1,135,000 35 m x 35 m

1,135,001 2,270,000 40 m x 40 m

2,270,001 3,405,000 45 m x 45 m

3,405,001 6,810,000 60 m x 60 m 50 m x 95 m

6,810,001 13,620,000 75 m x 75 m 55 m x 125 m

> 13,620,000To be approved by

SYABAS but subject to aminimum of 90 m x 90 m

To be approved bySYABAS but subject to aminimum of 80 m x 130 m

Note: Dimensions in the above table are excluding the areas of office, storeroom, toilet

and quarter. Please refer Clause 3.4.3.a for details.


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Table 2.3 : Minimum site dimensions for the combination of suction reservoir/ tank,

pumping station and service reservoir/ tank

Water Demand (l/d) Site Dimensions (Minimum)

45,000 25 m x 50 m

45,001 227,000 25 m x 60 m

227,001 454,000 30 m x 65 m

454,001 680,000 35 m x 70 m

680,001 900,000 35 m x 70 m

900,001 1,135,000 35 m x 75 m

1,135,001 2,270,000 40 m x 90 m

2,270,001 3,405,000 45 m x 100 m

3,405,001 6,810,000 50 m x 115 m

6,810,001 13,620,000 55 m x 145 m

> 13,620,000 To be approved by SYABAS butsubject to a minimum of 55 m x 260 m

Note: Dimensions in the above table are excluding the areas of office, storeroom,

toilet and quarter. Please refer Clause 3.4.3.a for details.


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Note:-

1. The consulting engineer shall estimate and justify the water demand consumption,otherwise 75,000 l/d for every hectare of land shall apply.

2. If the premises category/ usage is not stated in Table 3.1 , further information shall beobtained from SYABAS.

Table 3.2 : Hazen-William Coefficient C for various pipe materials

Table 3.3 : Materials for incoming main/ main pipe (without tapping)

Conditions Incoming Main Pipe Materials

Non-corrosive soil - Mild Steel (for diameter 700 mm )(note 1)

- Ductile Iron(note 3)

Corrosive soil/ coastal area

- HDPE- ABS- GRP- Ductile Iron with thicker zinc coating (note 3)

- Mild Steel (for diameter 700 mm) (note 1 & 2)

- Pumping main- Gravity main in undulating area,

sloping/ hilly area

- Mild Steel (for diameter 700 mm ) (note 1) - Ductile Iron (note 4)

Under roadways- Mild Steel (for diameter 700 mm ) (note 1) - Ductile Iron (note 3) - HDPE/ ABS/ GRP with RC pipe sleeve

Note :

1. Mild steel pipes with diameter of below 700 mm complete with full internal lining

protection acceptable to SYABAS and with CCTV confirmation may be

considered. Alternatively, flange jointed mild steel pipes are acceptable.

2. Mild steel pipes shall not be used for corrosive soil, however it can be

considered if protected with anodic/ cathodic protection.3. Ductile iron pipes shall be push-in jointed complete with PE wrapping.

4. Ductile iron pipes shall be flange jointed or restraint tie bar jointed complete with

PE wrapping.

5. All plastic pipes shall be of PN 12 and above.

6. All pipeworks shall be as per SYABAS Specifications.

Type of Pipe Hazen-William Coefficient C

Ductile Iron (cement lined)

Steel (cement lined)

HDPE/ ABS/ GRP

100

100

120

DRAFT FINAL


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Table 3.4 : Materials for reticulation pipes

Conditions Reticulation Pipe Materials

Corrosive soil, coastal area,ex-mining land, etc

- HDPE- ABS - GRP- Ductile Iron with thicker zinc coating - Mild Steel (for diameter 700 mm) (note 1 & 2)

Fully industrial area, commercial,flats, condominium and shop houses - Ductile Iron

Residential area and mixeddevelopement

- HDPE- ABS- GRP- Ductile Iron

Under roadways- Mild Steel (for diameter 700 mm ) (note 1) - Ductile Iron- HDPE/ ABS/ GRP with RC pipe sleeve

Note :

1. Mild steel pipes with diameter of below 700 mm complete with full internal lining

protection acceptable to SYABAS and with CCTV confirmation may be

considered. Alternatively, flange jointed mild steel pipes are acceptable.

2. Mild steel pipes shall not be used for corrosive soil, however it can be

considered if protected with anodic/ cathodic protection.



Table 3.5 : Sampling box

No. of Connections No. of Sampling Box

Below 200 Not required

201 1,000 1

1,001 and aboveAdditional 1 no. of sampling

box for every 1,000connections

Table 3.6 : DMZ chamber requirements for each hydraulic zone

No. of Connections No. of DMZ Chamber

Below 500 Not required

501 2,000 1

2,001 and aboveAdditional 1 no. of DMZchamber for every 2,000

connections

DRAFT FINAL


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Table 3.7 : Storage capacity requirements for reservoirs/ tanks

Storage Requirement (day of totalaverage daily water demand)

ConditionsReservoir(external)

Tank (withinconsumer premises)

RESIDENTIAL, SHOPHOUSES, OFFICES, GOVERNMENT BUILDINGS AND EDUCTIONALBUILDINGS

Demand < 1 Mld Not Required 2

Low rise (5 storey and below) development withdemand 1 Mld 1 1

High rise (6 storeys and above) development withdemand 1 Mld Not Required 2

Mixed development (low rise and high rise) withdemand 1 Mld:-

a) High rise Not Required 2b) Low rise with demand 1 Mld 1 1c) Low rise with demand < 1 Mld Not Required 2

All developments within Putrajaya Already Provided 2

All developments within Cyberjaya 1 2

INDUSTRIAL AREA/ FACTORY, HOSPITAL, HOTELS, RESORTS AND COMMERCIALCOMPLEXES

a) Demand 1Mld 1 2

b) Demand < 1 Mld Not Required 3

MIXED DEVELOPMENT OF RESIDENTIAL,INDUSTRIAL AND COMMERCIAL Combination of the above principles

Table 3.8 : Storm drainage system design requirements

Drain Type Design Flow

General site drainage 5 years ARI + check 100 years ARI

Overflow discharge drain to

approved discharge point

5 years ARI + check 100 years ARI

or

5 years ARI + Overflow

whichever is the greater

Table 3.9 : Premix road pavement structures

Thickness (mm)Pavement Structure

Trafficable Area Non-trafficable Area

Road Base (crusher run)

Binder Course

Wearing Course

250

60

40

150

60

40

DRAFT FINAL


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SYABAS GUIDELINES ON PLANNING AND DESIGN FOR WATER SUPPLY SYSTEM


Table 3.10 : Rock Slope Stabilization Measures

STABILIZATION MEASURESPOTENTIAL

FAILURE TYPEExcavation Structural Support Drainage Rockfall Control

Name (with sketch)

F l a t t e n

S l o p e

B e n c

h

L o c a

l e x c a v a

t i o n

G u n

i t e

f a c

i n g

P e r m e a

b l e ( m a s o n r y

) f a c

i n g

L o c a

l s t r u c t u r a

l " d e n

t i t i o n

"

B u

t t r e s s

A n c

h o r e

d w a

l l

S t r a p

D o w e

l

B o

l t

A n c

h o r

D r a

i n a g e

d i t c h

S c r e e

d e

d ( p a v e

d ) s u r f a c e

S h o r t

d r a

i n h o

l e s

L o n g

d r a

i n h o

l e s

/ a

d i t s

M o v e s t r u c

t u r e

/ h i g h w a y

R o c k

t r a p

d i t c h

R o c k

t r a p

f e n c e

/ w a

l l

N e

t t i n g

S c a

l i n g o

f l o o s e

b l o c k s

Plane Failure

Wedge Failure

Toppling Failure

Rock or Debris Fall &General Degradation

* Table 3.10 is extracted from Geotechnical Manual for Slopes, Geotechnical Engineering Office, Civil EngineeringDepartment, The Government of the Hong Kong Special Administrative Region, 2000.

F i g u r e

3 . 1

: T y p

i c a

l r e s e r v o

i r / w a

t e r

t a n

k s

l o p e s c o n

f i g u r a

t i o n


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SYABAS GUIDELINES ON PLANNING AND DESIGN FOR WATER SUPPLY SYSTEM


vii. Factories

Adopt the following measures in factories where possible and applicable:-

Setting up of water recovery system for boilers to recover condensate

water as make-up water.

Setting up water recycling system to reclaim water for reuse in the

production process and other non-potable purposes.

Use of non-water cooled systems such as for cooling purposes.

b. Rainwater Harvesting System

Implement rainwater harvesting system which involves the collection, storage and

distribution of rainwater from the roof of a premises.

4.4 CHECKLIST

The checklist shall be completed and endorsed by consulting engineer and shall be

attached together with the submission document. The design checklist of Internal

Plumbing System is shown in APPENDIX C .

Table 4.1: Internal Pipe Materials

Type of Pipe D < 100 mm dia. D = 100 mm dia. 150 mm dia.

CommunicationPipe

Stainless Steel/ HDPE (forselected suppliers only) (Note 5) /Polysteel

Flanged Mild Steel / DuctileIron

Service PipeStainless Steel/ ABS/ PP-R/Copper/ Polybutelene/ Polysteel/POB/ GRP

Flanged Mild Steel / ABS/Ductile Iron/HDPE

Pumped Riser

PipeStainless Steel/ Copper/ Polysteel

Flanged Mild Steel/ Ductile

Iron (Note 2)

DistributionPipe

Stainless Steel/ ABS/ PP-R/Copper / Polysteel/POB/ GRP

Flanged Mild Steel/ ABS/Ductile Iron/HDPE

Note:-1. Polysteel pipe shall subject to the quality of work inspections by pipe manufacturer.2. Ductile iron pipe for pumped riser shall be flange ended or push-in jointed complete

with restraint tie bars.



5. The usage of HDPE pipe as communication pipe shall be those approved by

SYABAS.



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Table 4.2: Internal storage tank (within consumer premises) effective capacityaccording to types of premise or usage

Item Type of Premises

Effective Capacity(equivalent to 1-day

average demand)

litres1 Low cost house or low cost flat 1,000 /unit2 Medium cost flat and medium cost house 1,000 /unit

3 Single or double storey terrace house, apartment andcondominium 1,500 /unit

4 Single or double storey semi-detached house and bungalow(Additional 450 litres per room if more than 4 bedrooms) 2,000 /unit

5 Single storey shop house 2,000 /unit

6 Multiple storey shop house 1,500 /floor7 Office 1,000 /100m2 8 Shopping Complex 1,000 /100m2 9 Hotel 1,500 /room10 Hospital 1,500 /bed11 Day School 50 /student

12 Boarding School 250 /student

13 Kindergarten 30 /child

14 Institution 25,000 /hectare

15 Mosque/ Surau 50 /person

16 Market - Dry Stall 450 /unit17 Market - Wet Stall 1,500 /unit18 Hawker Centre 1,500 /unit

19 Community Hall 25,000 /unit

20 Balai Raya 2,000 /unit

21 Club House 50,000 /unit

22 Petrol Station (without car washing bay) 10,000 /unit23 Petrol Station (with car washing bay) 50,000 /unit24 Light industrial workshop 1,500 /unit25 Terrace factory 5,000 /unit

26 Warehouse 1,500 /unit

27 Industrial Area According to dailywater usage

* Mutiply accordingly for any additional water storage as required underTable 3.7 .


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Table 6.1 : Proposed lighting fitting and illumination level

Area Maintained Average Illuminance(lux)

Office/ Computer Rooms 400

Store 200

M&E Plant rooms and Pumping station 250

Internal Corridors 100

Toilets 150

Table 6.2 : Proposed type of light fitting

Area Type of Light Fittings

Office/ ComputerRooms

Fluorescent light fittings with aluminium reflector(Prefably using 36 W lamps)

Store Bare channel fluorescent light fittings

M&E Plant rooms andPumping station

a. 5 m height and above low bay metal halide(corrosion resistance type)

b. Less than 5 m wall mounted fluorescent lightfittings complete with metal reflector

Internal Corridors Fluorescent light fittings with aluminium reflector(Prefably using 36 W lamps)

Toilets Compact Fluorescent Downlights


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7.9 SURGE SUPPRESSION SYSTEMS c. One (1) set of Mechanical Seal.


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a. To counter water hammer, the following methods shall be used in pumping stations:-

i. Pressurized surge vessel to prevent column separation and taking into account of

check valve.ii. Surge anticipating valves which open or closed at some preset values or

mechanism which lower surge pressure in the pipeline.

b. Manufacturers are required to submit complete sets of drawings, calculations andetc. to DOSH for approval.

c. A set of surge suppression system, air compressor, design calculation, drawing andtest certificate shall be provided together in the handing over manuals.

d. Pumps tested at site and under controlled condition at factory shall conform to BSEN ISO 5198.

e. Witness testing is required for pumps with flow rate of larger than 760 m 3 /hr.

7.10 MECHANICAL HANDLING EQUIPMENT

a. Gantry crane handling equipment shall be used for load exceeding50 kg .

b. Monorail cranes shall beused for lighter load and when the centre line of the equipmentis in line with the entry or exit.

c. All cranes shall be suitably sized to lift1.25 times the weight of the heaviest equipment.d. Electrically operated crane shall be required in large installation where individual

equipment weight is more than100 kg .e. All electric driven fully motorized cranes shall be tested and approved by DOSH

before testing upon installation and handing over to SYABAS.

f. Manufacturers shall endorse and provides all application for these purposes.

g. Drawings, calculation and certificate shall be handed over to SYABAS during thefirst inspection for handing over.

7.11 MECHANICAL SPARE PARTS

Developers are required to provide mechanical spare parts as follows:-a. One (1) set of repair kit for Altitude Control Valve.b. One (1) set of repair kit for Surge Anticipating Valve.

d. One (1) set of Impeller.e. One (1) set of Shaft.f. One (1) set of Shaft Sleeveand Lock Nut (if gland packing is used).

7.12 VARIABLE SPEED DRIVE (VSD) PUMPING SYSTEM

Please refer to Clause 6.16.

7.13 CHECKLIST

The checklist shall be completed and endorsed by consulting engineer and shall be

attached together with the submission document. The design checklist of Mechanical

System for Pumping Station is shown in APPENDIX C.


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9.0 CAPITAL COST CONTRIBUTION (SKP) b. Where approval for external water supply system was obtained before the date of 23rdJuly 2002, the developer would only have to pay the particular SKP (60% of SKP) during


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9-1


9.1 DEFINITIONS

Pursuant to the Water Supply (Selangor) (Capital Cost Contribution) Rules 2003, Capital CostContribution orSumbangan Kos Pembangunan (SKP) is the payment imposed on the developersas a contribution for the development of source works (dams, water treatment plants etc),upgrading of water distribution system and reservoir/ tank. This is an additional cost which has tobe borne by developers for the construction and completion of water supply systems for theirdevelopments.

9.2 CHARGE RATES

Charge rates for SKP are as shown in Table 9.1 .

9.3 EXEMPTION FROM CAPITAL COST CONTRIBUTION

The following types of development are exempted from payment for SKP:-

a. Low cost projects which are fully funded by the State or Federal Government and theNational Housing Department

b. Place of worshipc. Social and community buildingsd. Community centree. Community hallf. Village (kampung ) house which cost less than RM 25,000.

9.4 EFFECTIVE DATE

a. The effective date for the charges is 23rd July 2002. All developments for which theapproval for external water supply system was obtained after the date of 23rd July 2002,are subject to the mentioned charges.

y , p y p y p ( ) gthe stage of meter application.

c. Plan (external and internal) processing fees will not be charged for application for watersupply system made before 23rd of July 2002 .


Table 9.1 : Charge rates of Capital Cost Contribution (SKP) for land development in the State ofSelangor, the Federal Territories of Kuala Lumpur and Putrajaya. Types of Premises Each Building Minimum Charge


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9-2


Types of PremisesPercentage per unit

%Maximum charge

for each unit

ApartmentPrivate Low Cost

Medium Cost (up to RM 150,000) High Cost (> RM 150,000 and < RM 300,000) Luxurious (> RM 300,000)

Residential

Private Low Cost Terrace House

Medium Cost (up to RM 150,000)High Cost (> RM 150,000 and < RM 300,000) Luxurious Cost (> RM 300,000)

Semi-detachedBungalowVillage (kampung ) House (> RM 25,000) Bungalow

Commercial

Service ApartmentShop House Shop OfficeLinked/ Terraced Factory Factory LotIndustrial Lot

* whichever is lower

1/81/41/41/4

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1/41/41/41/41/41/41/4

1/21/21/21/21/21/2

RMRMRMRM

RM

RMRMRMRMRMRMRM

RMRMRMRMRMRM

75*300*500*

1,500*

75*

300*500*

1,500*1,500*2,500*

100*500*

500*500*500*500*500*500*

Each Building Minimum Charge

Commercial

Business ComplexSupermarketShopping Complex

0.8Q0.8Q0.8Q

RMRMRM

1,0001,0001,000

Hotel/ Private Hospital Office building

Institution/ College/ UniversityFactory Petrol Pump Station

Government

Government QuartersSchool/ Clinic/ Medical centre/ District Office Hospital/ Government Office ComplexHawker Centre/ Market

- Q = Design water demand per day in gallons

0.8Q0.8Q

0.8Q0.8Q0.8Q

0.6Q0.6Q0.6Q0.6Q

RMRM

RMRMRM

RMRMRMRM

1,0001,000

1,0001,0001,000

1,0001,0001,0001,000


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Type of Charges Charge


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10.8 CHARGES FOR NEW INSTALLATION WITHOUT TAPPING OR

TEE-CONNECTION

(a) For meter below 13 mm in size. RM 15.00

(b) For meter of 14 mm to 19 mm in size. RM 30.00

(c) For meter of 20 mm to 25 mm in size. RM 45.00

(d) For meter of 26 mm and larger in size. Actual cost plus 25%subject to a minimum

of RM 75.00

10.9 SUPERVISION CHARGES FOR CONNECTION

(a) Tee-connection to 100 mm main. RM 5.00/mmdiameter

(b) Tee-connection to 150 mm main. RM 5.00/mmdiameter

(c) Tee-connection to 200 mm - 250 mm. RM 5.00/mmdiameter

(d) Tee-connection to 300 mm - 375 mm. RM 5.00/mmdiameter

(e) Tee-connection to 400 mm - 600 mm. RM 5.00/mmdiameter

(f) Tee-connection to main exceeding 600 mm. RM 5.00/mmdiameter

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syabas guideline

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