MyCESMM2 (April 2018)

MALAYSIAN CIVIL
ENGINEERING STANDARD
METHOD OF MEASUREMENT
SECOND EDITION
MyCESMM2
© Copyright 2018
CONSTRUCTION INDUSTRY DEVELOPMENT BOARD (MALAYSIA)

CONTENTS
PAGE
Committee representation ii
Foreword iii
Introduction iv
SECTION 1: SCOPE AND GENERAL 1
SECTION 2: APPLICATION OF WORK CLASSIFICATION 1
SECTION 3: CODING AND NUMBERING OF ITEMS 1
SECTION 4: PREPARATION OF THE BILL OF QUANTITIES 1
SECTION 5: COMPLETION, PRICING AND USE OF THE BILL OF QUANTITIES 1
SECTION 6: METHOD-RELATED CHARGES 1
SECTION 7: WORK CLASSIFICATION 2
Class A: General items 3

Class B: Environmental protection and enhancement 11
Class C: Traffic management and control 21
Class D: Site investigation work 25
Class E: Demolition and site clearance 33
Class F: Earthworks 37
Class G: Geotechnical work 47
Class H: Piling work 55
Class I: Concrete work 63
Class J: Brickwork, blockwork and masonry 73
Class K: Timber work 77
Class L: Metalwork 79
Class M: Building work 85
Class N: Painting work 91
Class O: Pipework 95
Class P: Pipe rehabilitation work 105
Class Q: Drainage work 111
Class R: Roads and pavings 117
Class S: Tunnel work 125
Class T: Rail track 133
Class U: Mechanical and electrical work 141
Class V: Miscellaneous work 155
Class W: Provisional and prime cost sum 159
Bibliography 161
Acknowledgements 163
Malaysian Civil Engineering
Standard Method of Measurement ̵ Second Edition
(MyCESMM2) COMMITTEE REPRESENTATION
COMMITTEE
REPRESENTATION
The Working Group on Malaysian Civil Engineering Standard
Method of Measurement Second Edition also known as MyCESMM2
which developed this document was managed by the Construction
Industry Development Board Malaysia (CIDB) and consists of
representatives from the following organisations:
Association of Consulting Engineers

Malaysia Board of Engineers Malaysia
Board of Quantity Surveyors Malaysia
Construction Industry Development Board Malaysia
Construction Industry Development Board Malaysia
(Secretariat) Department of Irrigation and Drainage Malaysia
Gamuda Berhad
Indah Water Konsortium Sdn Bhd
Jabatan Kerja Raya Malaysia
Jabatan Perkhidmatan Pembetungan
JUB Central Sdn Bhd
Lembaga Lebuhraya Malaysia
Mass Rapid Transit Corporation Sdn
Bhd Pengurusan Aset Air Berhad
Prasarana Malaysia Berhad
Projek Lebuhraya Usahasama Berhad
Royal Institution of Surveyors Malaysia
Suruhanjaya Perkhidmatan Air Negara
Tenaga Nasional Berhad
The Institution of Engineers, Malaysia
Universiti Teknologi Malaysia
ii | MyCESMM2
FOREWORD
FOREWORD
This Malaysian Civil Engineering Standard Method of Measurement Second Edition (MyCESMM2) was
developed by the Working Group under the authority of the Industry Standards Committee on
Building, Construction and Civil Engineering. Development of this standard was carried out by the
Construction Industry Development Board Malaysia which is the Standards-Writing Organisation
(SWO) appointed by SIRIM Berhad to develop standards for construction practices.
In developing this MyCESMM2, reference was made to the Malaysian Standard Civil Engineering
Standard Method of Measurement (MSCESMM) (JSM, 2018) and Malaysian Civil Engineering
Standard Method of Measurement (MyCESMM) (CIDB (M) 2011).
Compliance with a Malaysian Standard does not in itself confer immunity from legal obligations.
MyCESMM2 | iii
(MyCESMM2) INTRODUCTION
INTRODUCTION
MyCESMM2 has been designed to cater for various aspects of local construction practices and is
published to accommodate a comprehensive coverage of civil engineering work in Malaysia.
There are 3 other publications which have been published to complement this MyCESMM2 in order to
provide detail clarification of the work items and to assist measurers in simplifying their tasks when
describing the work items.
a) The Malaysian Standard Method of Measurement in Civil Engineering Works (MSCESMM) (JSM,
2018).
b) ‘Guide to MyCESMM2’ which offers detail technical clarifications on work items found in MSCESMM
and MyCESMM2.
c) ‘Library of Standard BQ Descriptions for MyCESMM2’ which contains a comprehensive option of

list of descriptions of work items from which measurers can extract to facilitate efficiency in the
preparation of the bill of quantities.
iv | MyCESMM2
SECTION 1 - SECTION 6
Brief on contents in MSCESMM – There are 6 sections in MSCESMM (JSM, 2018) and they are briefly described
below:
SECTION 1: SCOPE AND GENERAL
This section defines the scope, normative references, terms and definations, abbreviations and units as
described in MSCESMM (JSM, 2018).
SECTION 2: APPLICATION OF WORK CLASSIFICATION
This section explain about item description, modes of description, separate items, units of measurement,
measurement rule, definition rules, coverage rules, additional description rules and application of rules as
described in MSCESMM (JSM, 2018).
SECTION 3: CODING AND NUMBERING OF ITEMS
This section explain about coding, item numbers, coding of unclassified items and numbering of items with
additional description as described in MSCESMM (JSM, 2018).
SECTION 4: PREPARATION OF THE BILL OF QUANTITIES
This section explain purpose of the bill of quantities, measurement of completed work, sections of the bill of
quantities, preamble, work items, division of the bill of quantities into parts, daywork schedule, heading, sub-
headings, extent of itemisation, descriptions, ranges of dimensions, prime cost items, provisional sums,
quantities, work affected by water, form, setting and grand summary as described in MSCESMM (JSM, 2018).
SECTION 5: COMPLETION, PRICING, AND USE OF THE BILL OF QUANTITIES
This section explains insertation of rates, prices and parts to be totalled as described in MSCESMM (JSM, 2018).
SECTION 6: METHOD-RELATED CHARGES
This section described method-related charges, insertation by a tenderer, intemisation, description, contractor
shall not be bound to adopt method, charges shall not be measured and payment as described in MSCESMM
(JSM, 2018).
MyCESMM2 | 1
(MyCESMM2) SECTION 7
SECTION 7: WORK CLASSIFICATION
Work classification is in MyCESMM2 and consisted of 23 classes of work classification commonly encountered in a
civil engineering contract are as follows:
Class A : General items
Class B : Environmental protection and
enhancement Class C : Traffic management and
control
Class D : Site investigation work
Class E : Demolition and site
clearance Class F : Earthworks
Class G : Geotechnical work
Class H : Piling work
Class I : Concrete work
Class J : Brickwork, block work and
masonry Class K : Timber work
Class L : Metalwork
Class M : Building work
Class N : Painting work
Class O : Pipework
Class P : Pipe rehabilitation work
Class Q : Drainage work
Class R : Roads and pavings
Class S : Tunnel work
Class T : Rail track
Class U : Mechanical and electrical work
Class V : Miscellaneous work
Class W : Provisional and prime cost sum

2 | MyCESMM2
CLASS A
GENERAL ITEMS
MyCESMM2 | 3
4 ADDITIONAL Malaysi
CLASS A: GENERAL ITEMS MEASUREMENT RULES DEFINITION RULES COVERAGE RULES an Civil
DESCRIPTION RULES
Enginee
| M1 A1
Measurement covered under other classes: ring
M The unit of measurement Item description for Standard
y for general items shall Engineer/SO/PD/ER Method
C Method-related charges (refer Section 6).
be the sum, unless requirements shall of
E Plant and equipment (included in Class D: Site investigation work, Class Measure
S otherwise stated. A state the provision
G: Geotechnical work, and Class H: Piling work). ment ̵
M quantity shall be given for establishment, Second
Temporary road diversion (included in Class C: Traffic management and control against all items for maintenance and Edition
and Class R: Roads and pavings). Engineer/SO/PD/ER removal where
(My
Temporary staging for piling (included in Class H: Piling work). requirements of which applicable.
the value is to be CES
ascertained and MM2
determined by )
remeasurement. The
unit of measurement
shall be stated for each
such item.
FIRST DIVISION SECOND DIVISION THIRD DIVISION UNIT

1 Contractual 1 Bond 1 Performance bond sum M2 A2
requirements 2 Design sum Design guarantee bond Item description for
guarantee bond shall cover sections of design guarantee bond
work that are designed shall state the section
by the contractor. of work to be designed
2 Insurances 1 Insurance of sum by the contractor.
the works
M3
2 Public liability sum
An item may be given
insurance
sum for a parent company
3 SOCSO/Workmen
guarantee where it is
compensation
envisaged a tenderer
insurance
may be a subsidiary of
3 Parent company sum a larger company or
guarantee group.
4 Statutory sum M4
obligation Statutory obligation
fee shall be determined
5 Stamp duty sum
as required by the
C
local by-law.
L
2 Engineer/SO/ 1 Facilities 1 Office sum M5 C1 A3 A
PD/ER 2 Maintenance of mth Measurement of office Engineer/SO/PD/ ER Item description for S
requirements office equipment can be requirements shall be office and laboratories S
3 Laboratories sum measured in number deemed to include shall specify type and A:
4 Maintenance of mth where applicable. employer requirements. area required. G
laboratories E
N
E
R
A
L
ADDITIONAL
FIRST DIVISION SECOND DIVISION THIRD DIVISION UNIT MEASUREMENT RULES DEFINITION RULES COVERAGE RULES
DESCRIPTION RULES
2 Engineer/SO/ 2 Equipment 1 Office equipment sum M6 D1 C2 A4
PD/ER 2 Maintenance of mth A quantity shall be All works other than Items for Engineer/SO/ Item description for
requirements office equipment given against all the permanent works PD/ER requirements office equipment shall
3 Laboratory sum items for which is expressly shall be deemed to state the type and
equipment Engineer/SO/ PD/ER stated in the contract include the provisions quantity.
4 Maintenance of mth requirements of such as facilities, of water supply,
laboratory which the value equipment, services, electricity, sanitary, A5
equipment is to be ascertained attendance and work and communication Item description for
5 Surveying sum and determined by to enable the Engineer/ facilities. office, laboratory, and
equipment measurement. A unit SO/PD/ER to carry out surveying equipment
6 Maintenance of mth of measurement shall the supervision of the C3 shall specify the type
survey be stated for each such work shall be classed Items for Engineer/ and quantity required.
equipment item. as Engineer/SO/PD/ER SO/PD/ER
requirements. requirements shall be A6
3 Services 1 Provision of sum deemed to include Item description
transport vehicle the maintenance of for equipment and
2 Maintenance of mth camera. transport vehicle
vehicle shall state when items
3 Provision of mobile sum are to be reverted to
phones the
4 Maintenance of mth employer or contractor
mobile phones after completion of the
5 Provision of camera sum works.
A7
4 Attendance 1 Drivers man-mth Item description
2 Survey assistants man-mth for attendance for
3 Laboratory assistants man-mth Engineer/SO/PD/ER
4 General labours man-mth shall state the number
5 Security guards man-mth of staff required.
A8
Item description for
5 Submission of 1 Project execution sum works programme
documents plan shall state the type
2 Drawings sum and format required.
3 Method statement sum
4 Works programme sum
C
L
A
6 Miscellaneous 1 Progress report mth D2 C4 A9 S
2 Project nr As-built drawings Progress report shall Item description for S
signboard 3 As- sum shall be defined in the be deemed to include progress report shall A:
My
built drawings 4 sum standard specifications the provision of dated specify the date
CE
or the Engineer/SO/ progress photographs. and number of sets G
SM Video recording sum
PD/ ER requirements required. E
M2 5 Temporary fencing
in the contract. N
| and hoarding
E
R
A
L
FIRST DIVISION SECOND DIVISION THIRD DIVISION UNIT MEASUREMENT RULES DEFINITION RULES COVERAGE RULES an Civil
DESCRIPTION RULES
Enginee
| 3 Project 1 Survey and setting sum A10 ring
M requirements out Item description for Standard
y survey and setting Method
C of
out shall state type of
E Measure
S surveys and when
ment ̵
M licensed surveyor is Second
required to carry out Edition
the work. (My
2 Quality assurance/ 1 QA/QC plan sum M7 D3 C5 A11
Quality control 2 Testing of materials sum Items shall be given in Testing and Testing and Item description for
CES
3 Testing of works sum this class for all testing commissioning shall commissioning shall factory acceptance MM2
4 Factory acceptance sum for which items are be performed and be deemed to comply test shall state the )
test separately as set out in fulfilled in accordance with the requirements material to be tested,
5 Testing and sum other classes. with relevant as expressly stated. type of test, and the
commissioning authorities/ employer number of person to
requirements/ witness the test.
specification.
A12
D4 Item
Testing and description for
commissioning testing and
shall include man commissioning of plant
hours, mobilisation, shall state the duration
demobilisation, in months
competent personnel,
specific tools and all A13
other required items to Item description for
operate fully testing of the works
functional. shall state particulars
of samples and of the
methods of testing.
A14
Item description
for testing and
commissioning shall
state the material to be
tested and type of test.
3 Operation and 1 Operation and sum D5 A15 C
maintenance of maintenance The operation and Item description L
plant manual maintenance of plant for operation and A
2 Training of sum only applies to work maintenance of S
operating personnel where the process plant shall state
S
3 Provision of sum plant is required to be the
A:
manpower tested. sequence/interval,
4 Provision of sum type, requirement G
chemicals and and duration in E
consumables month. N
5 Utility cost E
sum R
A
L
ADDITIONAL
DESCRIPTION RULES
3 Project D6 A16
requirements Training shall include Item description for
all training materials, training of operating
manhours, mobilisation, personnel shall state
demobilisation, the duration of training.
specific tools,
accommodation and all
other required items
to complete the
training.
D7
Operation and
maintenance manual
shall include all
operational manual
material,
man hours,
and all other required
items to
complete the operation
and maintenance
manual for the
training.
4 Maintenance 1 Scheduled sum D8 C6
maintenance Care of works Items for scheduled
2 Care of works sum shall start after the maintenance shall
certificate of practical be deemed to
completion until include labours,
the end of defect mobilisation and
liability period or line demobilisation of
completion whichever plant, specialist
applicable. personnel, specific
tools and all other
required items to
operate fully
functional. C
C7 L
Items for care of works A
shall be deemed to S
include providing S
My security services, A:
CE payment of all the G
SM utilities charges and E
M2 maintain existing N
| facilities. E
R
A
L
DESCRIPTION RULES
Enginee
| 3 Project 5 Maintenance of 1 Routine sum D9 C8 A17 ring
M requirements road maintenance Maintenance of Routine and periodic Item description for Standard
y – existing road shall be as maintenance shall be maintenance of road Method
C
road sum defined in the deemed to comply shall state the type of of
E Measure
2 Periodic standard with the requirements maintenance required.
S ment ̵
M maintenance specification for road as expressly stated. Second
– existing sum works as specified. Edition
road
(My
3 Routine D10
maintenance Routine maintenance is CES
– temporary sum the road maintenance MM2
road diversion works which include )
4 Periodic pothole patching, drain
maintenance cleaning, grass cutting,
– temporary road sweeping, and
road diversion other ancillary work.
D11
Periodic maintenance
refers to the
resurfacing work
required to be done
for the duration or
period as stated in the
contract.
6 Clearance of sum C9
site upon Clearance of site upon
completion completion shall be
deemed to include
making good all
affected works.
7 Temporary vworks 1 Traffic diversion sum D12 C10 A18
2 Traffic regulation sum Item traffic diversion is Traffic diversion shall Item description for
3 Access roads sum diversion of traffic on be deemed to include de-watering shall state
4 Bridges sum existing road. temporary road controlled de-watering
5 Cofferdams sum diversion. when required.
6 Pumping sum
7 De-watering sum
C
8 Compressed sum
air for L
tunnelling A
8 Access to site 1 Restrictions on sum M8 S
working hours Items access to site S
2 Restrictions on sum shall be provided A:
working methods where there are G
restrictions on working E
hours. N
E
R
A
L
ADDITIONAL
DESCRIPTION RULES
4 Authorities 1 Occupational safety 1 Occupational health sum D13 C11 A19
requirements and health and safety plan HAZOP is a study on The appointment of Item description for
requirements 2 Occupational safety man-mth structured hazard and the occupational safety health and safety
and health officer operational to identify and health officer shall report shall state
3 Personal protective sum and evaluate problems be deemed to include the number of sets
equipment which may represent site safety supervisors required.
4 Health and mth risks to personnel or for the duration of the
safety report equipment. construction period.
5 Training on sum
health and safety D14 C12
6 Safety signages sum HAZREV is the review Items for health and
7 Safety tools, sum of the HAZOP after safety report shall be
apparatus completion. deemed to include tool
and box meeting.
equipment sum
8 HAZOP & HAZREV
2 Permits and fees sum D15 A20
3 Deposit sum License shall be Item description for
4 License to sum classed as permit and permits and fees shall
contravene fees. state the name of the
authorities and identify
the requirement under
the respective contract.
5 Contractor 1 Facilities 1 Office sum M9 C13 A21
requirements 2 Office equipment sum Items for method- Items for contractor Item description for
3 Laboratories sum related charges, if any, requirements shall be laboratories equipment
4 Laboratories sum shall be inserted by the deemed to include the shall specify type and
equipment tenderer in accordance provision of facilities quantity of equipment
5 Stores sum with Section 6. and their continuing required.
6 Workshops sum operation and
7 Workmen sum maintenance.
accommodations
8 Transport sum
2 Temporary work 1 Access roads sum
2 Bridges sum
3 Cofferdams sum
4 Pumping and sum
dewatering C
5 River diversion sum
L
6 Jetty sum
7 Staging sum
A
8 Compressed air sum S
1 Access scaffolding sum
S
3 Temporary work
My 2 Support scaffolding sum A:
CE and propping G
SM E
3 Piling sum
M2
4 Formwork sum N
|
5 Shafts and pits sum E
6 Hardstanding sum R
A
L
| DESCRIPTION RULES
Enginee
My 5 Contractor 4 Services 1 Electricity sum ring
CE requirements 2 Water sum Standard
SM 3 Sanitary facilities sum Method
M2
4 Hoardings sum of
5 Site transport sum Measure
ment ̵
6 Security sum Second
7 Other services sum Edition
(My
5 Site management 1 Supervision sum D16 CES
2 Administration sum Supervision shall
3 Labour teams sum include site agents and MM2
QA/QC officer. )
6 Mobilisation and sum C14 A22

demobilisation Mobilisation and Item description for
demobilisation shall mobilisation and
be deemed to include demobilisation state
remobilisation, if the conditions on
expressly required. how remobilisation is
required.
6 Design and build 1 Preliminary sum D17 C15

element engineering studies Design and build Design fees shall be
2 Engineering survey sum element applies to deemed to include
3 Utilities survey sum the design and build reimbursable but
4 Site investigation sum contract. exclude professional
indemnity insurance,
unless expressly
required.
5 Consultant fees 1 Design sum
2 Supervision sum
C
L
A
S
6 Independent 1 Structural sum S
checkers fees 2 Geotechnical sum A:
3 Road safety sum G
E
N
E
R
A
CLASS B
ENVIRONMENTAL
PROTECTION AND
ENHANCEMENT
MyCESMM2 | 11
CLASS B: ENVIRONMENTAL PROTECTION AND ENHANCEMENT MEASUREMENT RULES DEFINITION RULES COVERAGE RULES an Civil
| DESCRIPTION RULES
Enginee
My M1 C1
CE Temporary works and Preparation of EMP, Standard
SM permanent works shall flora survey report, Method
M2 Traffic management and control (included in Class C: Traffic management
and control). be clearly stated and fauna survey report, of
identified in the item environmental Measure
Geotextile and geogrid items (included in Class G: Geotechnical work). ment ̵
description. monitoring report and Second
Bio-degradable erosion control blanket (included in Class F: environmental audit Edition
report shall be deemed
Earthworks). (My
to include the cost of
any survey required, CES
literature, references, MM2
consultation and the )
production of the
documents. It shall
also include the cost
for the engagement
of the environmental
specialists registered
with DOE required
for carrying out the
respective survey C
and the preparation L
of the said survey A
report. S
C2 S
Item for appointment B:
of environmental E
officer shall be deemed N
to include appointment VI
of qualified and R
experienced officer. O
N
M
1 Environmental 1 Preparation of sum D1 A1 E
management plan environmental EMP is a document Item description on the
N
management describing the preparation of the EMP
T
plan man-mth contractor’s proposal shall state additional
2 Appointment of on the contractor’s requirements. A
environmental organisation L
officer structure, work P
programme related R
to environmental O
abatement and T
mitigating measures, E
environmental C
monitoring TI
programmes, and O
environmental auditing
N
and reporting.
A
N
ADDITIONAL
DESCRIPTION RULES
1 Environmental D2
management plan EMP shall be prepared
in accordance with
the general guidelines
for the preparation
of the EMP published
by the DOE and JKR
ArahanTeknik (Jalan).
2 Erosion and 1 Silt fence m D3 C3 A2
sediment control 2 Silt curtain m2 Requirements of silt Items for silt fence, Item description for silt
plan 3 Sand bag nr fence, silt curtain, silt curtain, sand bag, fence shall state the
4 Gabion wall m3 sand bag, gabion wall gabion wall and rock height of the fence.
5 Rock check dam m3 and rock check dam check dam shall be
shall be in accordance deemed to include A3
with JKR Arahan provisions as expressly Item description for
Teknik (Jalan) and required and removal gabion wall shall state
MSMA. of the items upon type and size of
completion, unless material and wire
otherwise stated. gauge.
C4 A4 C
Items for gabion wall Item description
L
and rock check dam for sand bag shall
A
shall be deemed to state type and size.
include excavation and S
other requirements as S
expressly stated. B:
E
6 Sediment basin 1 Excavation m3 D4 C5 A5
2 Granular filling
N
7 Silt trap m3 Requirements of Items for granular Items description for
3 Concrete m3 VI
sediment basin and filling shall be deemed concrete shall state the
4 Reinforced m silt trap shall be in
R
to include imported fill grade and type.
concrete accordance with MSMA O
as expressly required.
pipe m3 and as specified. N
A6
5 Rock-filled gabion m3 C6 Items description for M
6 Rock-filled gabion D5 Items for concrete reinforced concrete E
mattress m2 Gabions filled with shall be deemed to pipe shall state the N
7 Riprap rocks exceeding 300 include formwork and diameter and class. T
mm high shall be reinforcement. A
classed as rock-filled A7 L
gabion and those not Item description for P
exceeding 300 mm rock-filled gabion and R
high as rock-filled rock-filled gabion O
gabion mattress. mattress shall state T
Filling shall be deemed material type and wire
My
to E
CE gauge size.
be imported, unless C
SM
M2 otherwise stated. TI
| A8 O
Item description for N
rock-filled gabion A
mattress and riprap N
shall state the thickness. D
| DESCRIPTION RULES
Enginee
My 2 Erosion and 8 Maintenance 1 Silt fence sum C7 ring
CE sediment control 2 Silt curtain sum Items for maintenance Standard
SM plan 3 Sand bag sum of silt fence, silt Method
M2 4 Gabion wall sum curtain, sand bag, of
5 Rock check dam sum gabion wall, rock Measure
ment ̵
6 Sediment basin sum check dam, sediment Second
7 Silt trap sum basin, and silt trap Edition
shall be deemed to
(My
include disposal of
accumulated debris, CES
sediment and silt to MM2
approved site, and all )
associated works as
expressly required.
3 Water quality 1 Skid tank bund sum M2 D6 C8 A9
control and 2 Water treatment sum Water treatment and Water treatment Items for skid tank Item description for
monitoring facilities sewage treatment facilities are used bund shall be deemed skid tank bund shall
3 Sewage treatment sum facilities shall only be to treat effluent to include traps, oil state the intended
facilities measured where it is produced by the work and grease separators, location, material and
expressly required. processes in the work and its maintenance principal dimensions.
C
that are required to and removal upon
be discharged off the completion. L
site to comply with the A
Environmental Quality S
Act. S
B:
D7 E
Waste water N
treatment facilities is VI
used to treat sewage R
from the contractor’s O
workmen
N
accommodation.
M
E
4 Water quality 1 pH nr M3 D8 C9 A10 N
sampling and in 2 Total suspended nr Sewage and effluent Sewage and effluent Items for water Item description for T
situ testing solid testing shall be testing are tests and quality testing shall water quality testing
A
5 Water quality 3 Biochemical nr measured for project analysis carried out be deemed to include shall state interval and
sampling and oxygen demand involving sewage on raw samples to testing by approved type of testing, testing
L
laboratory testing 4 Chemical oxygen nr treatment. determine content of accredited laboratory location, duration of P
6 Sewage and demand effluent or wastewater for analysis, compile report and analysis R
effluent testing 5 Dissolved oxygen nr within parameters and submit the analysis on monthly basis for O
6 Escherichia coli nr stated. report to the engineer the duration of the T
7 Ammoniacal nr on a monthly basis contract. E
nitrogen for the duration of the C
8 Oil and grease nr contract. TI
O
N
A
N
ADDITIONAL
DESCRIPTION RULES
3 Water quality C10 A11
control and Items for sewage and Item description for
monitoring effluent testing shall water quality sampling
be deemed to include shall state the water
testing and analysis parameters required
by accredited by DOE, the interval
laboratory. and type of testing
including the sampling
location.
A12
sewage and effluent
testing shall state
the parameters
and as required
by the regulatory
requirements.
4 Air quality control 1 Tyre washing set C11 A13
and monitoring facilities Items for tyre washing Item description for
2 Wash trough nr facilities shall be tyre washing facilities C
3 Water bowser truck nr deemed to include shall state type and L
4 Water sprinkler sum construction of tyre equipment required. A
washing concrete S
platform and provision A14 S
and maintenance of Item description for B:
water supply system wash trough shall E
and portable water jets. state the material and N
principal dimensions. VI
C12
R
Items for water A15
Item description
O
bowser truck shall be
deemed to include the for water bowser N
provision and truck shall state M
maintenance of the the E
vehicle, water supply, minimum number of N
and driver. water spraying per day. T
A
C13 A16
Items for water Item description for
L
sprinkler shall be water sprinkler shall P
deemed to include state the type, location R
provision and and equipment O
maintenance of water required. T
My supply. E
CE C
5 Air quality sampling 1 Total suspended nr C14 A17
SM
M2 particulates Air quality sampling Item description TI
| 2 Wind velocity and nr shall be deemed to for air quality O
direction include testing by sampling shall state N
3 Particulate matter nr accredited laboratory. the air parameters, A
interval and type N
testing including the D
sampling location.
| DESCRIPTION RULES
Enginee
My 5 Noise and vibration 1 Noise barrier m M4 C15 A18 ring
CE control and 2 Vibration control sum
SM
Measurement for Items for noise Item description for Standard
monitoring item of noise barrier barrier shall be noise barrier shall Method
M2 of
shall be the exposed deemed to include state the height, Measure
plain surface area on supply, fabrication, type, material and ment ̵
the traffic side of the installation, bolts, enclosure. Second
3 Noise level 1 Ambient noise nr barrier. nuts, posts and other Edition
measurement level ancillary work. A19 (My
measurement nr Item description
2 Spot noise C16 for noise level
CES
level Noise level and vibration MM2
measurement and vibration measurements )
4 Vibration 1 Ground vibration sum measurements shall state the
measurement 2 Structural vibration sum shall be deemed to type, duration
include services by and frequency
accredited laboratory. of measurement
required and
the location.
6 Waste management 1 Scheduled wastes sum M5 D9 C17 A20
2 Household solid sum Household and Scheduled wastes Items for scheduled Item description for C
waste construction solid shall be those wasteswastes and recycle bio-solid waste shall L
3 Construction solid sum waste shall be deemed as prescribed in the waste shall include state conformance
A
waste to be included in Environmental Qualityseparation and with local authority
4 Biomass disposal sum Class A and shall be
S
Act. recycling storage, regulations, treatment
5 Bio-solid waste sum measured only where it labelling, and required and S
6 Temporary sum is expressly required. D10 transportation from parameters. B:
treatment facilities Household solid site by a licensed E
M6 waste means any contractor for disposal N
Biomass disposal is solid waste generated as per the DOE VI
deemed to be included by a household and of regulation and Solid R
in Class E and shall be the kind that is Waste and Public O
measured only where it ordinarily Cleansing N
is expressly required. generated or produced Management Act M
by any premises respectively. E
M7 when occupied as a
N
Bio-solid waste shall dwelling house, and C18
T
be measured in sum. includes garden waste Items for household
as prescribed in the and construction solid A
Solid Waste and Public waste shall be deemed L
Cleansing Management to include provision P
Act. of collection bins, R
temporary storage O
D11 area, and disposal to T
Temporary treatment approved site as per E
facility is required DOE regulations. C
whenever any existing TI
treatment process O
to be shut down
N
during upgrading,
refurbishment or
A
maintenance. N
ADDITIONAL
DESCRIPTION RULES
6 Waste management D12 C19
The temporary Items for biomass
treatment facilities disposal shall be
shall be designed deemed to include
to comply with preparation and
related parameters as construction of
expressly stated. temporary area and
the disposal to
D13 approved site.
Construction solid
waste means any solid C20
waste generated from Items for temporary
any construction or treatment facilities
demolition activity, shall be deemed to
including improvement, include design and
preparatory and repair construct prior to
or alteration work divert existing flow
as prescribed in the into temporary
Solid Waste and Public treatment facility and
Cleansing able to maintain
Management Act. existing performance. C
L
D14 C21 A
Organic matter Items for bio-solid S
including forest and waste shall be deemed S
agricultural waste to include collection, B:
generated from site composting temporary
E
clearing activities shall storage area,
be classed as biomass. transportation and
N
haulage to designated VI
D15 locations. R
Bio-solid waste O
is treated sewage N
sludge converted to M
soil conditioner for E
agricultural purposes. N
T
A
L
P
R
O
T
My E
CE C
SM
M2
TI
| O
N
A
N
D
| DESCRIPTION RULES
Enginee
My 7 Conservation/ 1 Preservation of 1 Flora survey report sum D16 C22 A21 ring
CE Preservation flora 2 Relocation of flora nr Flora survey report is Items for the Item description for Standard
SM to approved sites a document identifying relocation of flora shall the flora survey report Method
M2
3 Relocation of flora nr the flora species and be deemed to include shall state the number of
to arboreta their distribution, in the cost of relocation or sets of documents Measure
ment ̵
particular those of to the temporary to be produced. Second
rare, endangered, and the final sites Edition
and endemic flora specified. It shall
(My
species that require also include
preservation and excavation, CES
conservation, which transportation, MM2
may include possible protection, watering, )
relocation to other fertilising and nurturing
designated sites. until the flora are
established at the
temporary and the final
sites of relocation.
2 Preservation of 1 Fauna survey report sum D17 A22
fauna 2 Relocation of fauna nr Fauna survey is to C23 Item description for the
identify the fauna Items for the relocation relocation of flora shall
species and their of fauna shall be state the flora species C
distribution, in deemed to include and the temporary and L
particular those of the cost of temporary final sites of relocation. A
rare, endangered, and relocation to the S
endemic fauna species rehabilitation centres A23 S
that require protection and final relocation to Item description for B:
and rehabilitation, sites specified. It the fauna survey E
which may include shall also include report shall state the N
possible relocation to trapping, number or sets of
other designated sites.
VI
transportation and documents to be
R
protection, and produced.
3 Preservation of 1 Report sum O
treatment required
archaeological/ 2 Protection sum for the well being A24 N
heritage sites of the fauna at the Item description for M
rehabilitation centres the relocation of E
and before their fauna shall state the N
release at the final fauna species and T
place of relocation/ sites of temporary A
rehabilitation. and final relocation/ L
rehabilitation. P
R
O
T
E
C
TI
O
N
A
N
ADDITIONAL
DESCRIPTION RULES
8 Environmental 1 Environmental sum D18 A25
report monitoring report Environmental Item description
2 Environmenta sum monitoring report for environmental
l audit report is the report on monitoring report shall
3 Environmental sum the assessment of state the parameter
closure audit report the effectiveness compliance with
of the current regulations,
environmental indicating the interval
protection measures of report submission,
and the identifying number or sets of
of threshold value documents to be
as a trigger produced.
mechanism for
corrective and A26
preventive actions Item description for
in cases where environmental audit
the environmental report shall state
standards are the interval between
breached. report submissions,
and the number or sets
D19 of documents to be C
Environmental audit produced. L
report is the report A
on the evaluation A27 S
of the adequacy Item description for S
and compliance of environmental closure B:
the environmental audit report shall state
E
management the number or sets
programme. of documents to be N
produced. VI
D20 R
Environmental O
closure audit report N
is the report on M
the evaluation of E
the adequacy and N
compliance of the T
environmental A
management
L
programme prior to
P
the issuance of the
certificate of practical R
completion. O
T
My E
CE C
SM
M2
TI
| O
N
A
N
D
(MyCESMM2)
20 | MyCESMM2
CLASS C
TRAFFIC
MANAGEMENT
AND CONTROL
MyCESMM2 | 21
CLASS C: TRAFFIC MANAGEMENT AND CONTROL MEASUREMENT RULES DEFINITION RULES COVERAGE RULES an Civil
| DESCRIPTION RULES
Enginee
My M1 D1 C1 A1
CE Temporary road The traffic The preparation of Item description for Standard
SM diversion involving management plan is traffic management traffic management Method
M2 Earthworks (included in Class F: Earthworks).
earthwork, roads, a document plan shall be deemed plan shall state the of
Roadwork (included in Class R: Roads and and pavings shall be describing the to include the cost of number of copies and Measure
ment ̵
pavings). measured separately contractor’s proposed any survey required, format of the report. Second
under their respective strategy and literature, references, Edition
classes. procedure to mitigate consultations, and
(My
and minimise the the production of the
impacts of the document. It shall CES
construction of the also include the cost MM2
work on the capacity, for the engagement )
performance and of qualified traffic
safety of the local road engineers required
network and traffic for carrying out the
system to authorities respective study and
approval. preparation of the plan.

C
1 Traffic management 1 Traffic impact study sum M2 D2 C2 L
plan 2 Preparation of sum Traffic impact study to Traffic impact study Traffic management A
traffic be measured only as is an assessment plan shall be deemed
S
management plan expressly required. of the impact of a to include emergency
construction proposal
S
response plan, parking
on the existing traffic. space for machinery C:
and the associated T
work. R
A
F
FI
C
3 Traffic management 1 Traffic manager man-mth
2 Traffic
M
team man-mth
management A
officer man-mth N
3 Supervisor man-mth A
4 Traffic controller G
E
M
E
N
T
A
ADDITIONAL
DESCRIPTION RULES
2 Temporary road 1 Temporary traffic 1 Non-illuminated nr M3 D3 C3 A2
furniture signs retro-reflective Lengths measured Barriers and barricades Items for traffic signals Item description for
sheeting for linear temporary are impenetrable shall be deemed to temporary traffic signs
2 Portable changeable nr road markings shall devices meant to guide include signal posts shall state the type,
message signs not include gaps in and channel traffic or signal mast arms, size, substrate, the
(PCMS) intermittent line. away from hazardous signal lanterns, traffic reflective sheeting,
3 Traffic signals set work zone area. controllers, cabling material, grade and
and removal upon whether they are fixed
D4
completion. or portable.
Delineators are devices
to guide and channel
traffic through a work
zone area.
2 Barriers and 1 Heavy duty water/ nr D5 C4 A3
barricades sand-filled PVC The colour of the Items for temporary Item description
barrier temporary road road furniture shall for traffic signals
2 Concrete barrier nr markings, unless be deemed to include shall state the
3 Wooden barricade nr otherwise stated shall the supply, installation, number of optical
4 Sand bags m3 be deemed to be maintenance and systems for each set
5 Temporary guardrail m yellow. removal upon and the mounting
completion. requirements.
C5 A4
The supply of Item description heavy
temporary road duty PVC barrier shall
furniture shall be state to be filled with
deemed to include water or sand. C
base preparation, cost L
of material, A
fabrication, and fixing S
including posts, struts,
S
bolts and nuts, base,
C:
storage and
transportation. T
R
3 Delineators 1 Cones nr M4 D6 C6 A5
2 String delineators m A
Area measurement Heavy duty water/ Installation of Item description F
3 Flashing arrows nr for chevron markings sand filled PVC temporary road for barriers and
4 Beacon lights nr FI
shall be the gross barrier shall include furniture shall be barricades shall state
5 Blinkers nr C
area. plastic hoarding deemed to include the type, material,
6 Delineator strip nr where expressly cost for multiple dimensions and M
required. shifting within whether fixed or A
the contractual portable. N
D7 boundaries and A
My Super cones shall its vicinities that A6 G
CE be classed as cones is Item description for E
SM
where expressly affected by the traffic super cones shall M
M2
| required. management plan. state the materials, E
size and shape N
including fixed or T
portable.
A
N
| DESCRIPTION RULES
Enginee
My 2 Temporary road 4 Temporary road 1 Letters and shapes nr C7 A7 ring
CE furniture markings 2 Continuous line m Temporary road Item description for Standard
SM 3 Intermittent line m furniture shall be delineators shall state Method
M2
4 Chevron marking m2 deemed to include the type, material and of
5 Transverse bars m2 cost for the dimensions. Measure
ment ̵
inspection, immediate Second
repair Edition
and replacement
(My
of any damaged,
missing or stolen CES
items throughout MM2
the duration of )
the construction,
and removal upon
completion.
5 Mechanical robot nr C8 A8
flagman Mechanical robot Item description for
6 Temporary street nr flagman shall be mechanical robot
lightings deemed to include flagman shall state
7 Vehicle-mounted nr cost of power whether half-man or
impact attenuator pack, installation, full-man.
maintenance and
removal upon A9
completions. Item description for
vehicle-mounted
impact attenuator shall
state the type. C
L
3 Traffic management 1 Traffic sum D8 C9 A10 A
report management Traffic management The preparation of Item description for S
safety report sum safety report is road safety audit traffic management S
2 Road safety audit the report on the report shall be deemed safety report shall C:
report assessment of the to include the cost of state the interval of T
effectiveness of the any survey required, the report submission
R
traffic management literature, references, and the number of
plan and to identify consultations and documents or sets to
A
any unsafe conditions the production of the be produced. F
and to collect any road document. It shall also FI
accident data for the include the cost to A11 C
purpose of corrective engage the road safety Item description for M
and preventive action. auditor to carry out the road safety audit A
audit and prepare the report shall state the N
D9 audit report. interval of the report A
The road safety submission and the G
audit report shall be number of documents E
prepared in accordance or sets to be produced. M
with the Guidelines for
E
The Safety Audit of
Roads in Malaysia by
N
the relevant authority. T
A
CLASS D
SITE INVESTIGATION
WORK
MyCESMM2 | 25
CLASS D: SITE INVESTIGATION WORK MEASUREMENT RULES DEFINITION RULES COVERAGE RULES an Civil
| DESCRIPTION RULES
Enginee
My M1 D1 C1 A1
CE The depth of boring, Plant movement is the Items for plant Item description for Standard
SM drilling, sampling. shifting of plant and movement shall be water sample shall Method
M2 Excavation not carried out for the purpose of soil investigation work (included in
Class F: Earthworks). and testing shall be ancillaries/ equipment deemed to include state the volume. of
measured from the from one borehole/test dismantling and Measure
Mobilisation and boring for piling (included in Class H: Piling ment ̵
commencing surface as position to the next erecting from one A2 Second
work). Survey and setting out (included in Class A: General follows: position. position to another. Item description for Edition
disturbed sample shall
items). (My
a) Not exceeding 10 m. D2 C2 state the weight of
Instrumentation (included in Class G : Geotechnical work). b) 10 m - 20 m. Hillslopes is an access Sampling shall be samples. CES
c) 20 m - 30 m. with gradient greater deemed to include MM2
d) 30 m - 40 m. than 15 degrees. transportation and A3 )
e) 40 m - 50 m. preservation. Item description for
f) Exceeding 50 m. D3 block sample shall
Small disturbed C3 state the size of
samples is less than All field explorations sample.
5 kg. and tests shall be
deemed to include A4
daily field records Item description for
and sample logging site investigation work
in accordance with shall state the category
relevant codes of of land.
practice.

1 Mobilisation and 1 Deep boring sum C4
demobilisation 2 Cone penetration sum Items for
tests mobilisation and
3 Miscellaneous tests sum demobilisation shall
be deemed to include
provision of all plant,
equipment and
ancillaries,
C
transportation to L
the site and removal A
off the site upon the S
completion of the S
operation. D:
2 Deep boring 1 Plant movement 1 Land nr C5 A5 SI
2 Miscellaneous plant 2 Hillslopes nr Deep boring shall Item description for T
3 Over water nr be deemed to deep boring and E
4 Swampy ground nr include ground water drilling in rock shall IN
3 Boring in soil 1 Water m observation. state type and make V
2 Water with additives m of boring plant, E
3 Air/foam m C6 ancillaries, inclination S
Plant movement on angle, diameter of
4 Drilling in rock 1 Water m TI
land, over water and boring and depth as
2 Water with additives m G
swamp area shall be per measurement
3 Air/foam m A
deemed to include rule M1.
4 Reaming casing m TI
stable platform.
5 Grouting m3
ADDITIONAL
DESCRIPTION RULES
2 Deep boring 5 Test 1 Standard penetration nr C7 A6
2 Vane shear nr Boring in soil shall be Item description for
3 Pressure meter nr deemed to include testing shall state
4 Field permeability nr provision of casing the type of test,
5 Dynamic cone nr where necessary. cycles where
6 Sampling 1 Disturbed sample nr applicable, nominal
2 Undisturbed sample nr C8 diameter and the
using thin wall tube Drilling in rock shall depth, as per
sampler be deemed to include measurement rule
3 Undisturbed sample nr core boxes and M1.
using Mazier become the property
sampler nr of the employer, unless A7
4 Undisturbed sample otherwise stated. Item description for
using piston sampler nr sampling shall state the
5 Undisturbed sample size, type, and depth,
using Denison as per measurement
sampler rule M1.
6 Water sample
nr
7 Miscellaneous 1 Borehole marker nr
3 Cone penetration 1 Plant movement 1 Land nr A8

tests 2 Hillslopes nr Item description for
cone penetration test
shall state the type,
capacity of cone,
machine capacity,
and depth, as per
measurement rule M1.
C
L
A
S
2 Test 1 Mechanical cone m A9
S
2 Piezocone m Item description for
3 Dissipation test nr
D:
dissipation test shall
state the maximum SI
hours of test required. T
E
IN
My V
CE 3 Miscellaneous 1 Test location nr E
SM marker S
M2 TI
| G
A
TI
O
| DESCRIPTION RULES
Enginee
My 4 Miscellaneous test 1 Hand auger 1 Augering in soil m C9 A10 ring
CE 2 Disturbed sample nr Miscellaneous tests Item description for Standard
SM 3 Undisturbed nr shall be deemed miscellaneous test Method
M2
samples using to include plant shall state special of
thin wall tube movements on the site. preparation for Measure
ment ̵
sampler nr equipment when Second
4 Water sample C10 expressly stated to be Edition
Hand auger shall be provided separately.
(My
deemed to include
ground water A11 CES
2 Trial pit 1 Excavation nr observation. Item description for MM2
2 Small disturbed nr trial pit shall state the )
sample C11 dimensions.
3 Bulk sample nr Trial pit shall be
4 Block sample nr deemed to include A12
5 Water sample nr lateral support, ground Item description
water observation, for miscellaneous
logging and mapping tests shall state
of site wall, and the equipment
backfilling, unless used, setting up
3 Mackintosh probe nr otherwise stated. where
4 Vane shear nr applicable, method and
5 Plate bearing nr depth.
6 In situ CBR nr
7 Pocket nr A13
penetrometer Item description for
8 Field density nr plate bearing test
shall state the
required plate size,
test load, or pressure
and number of cycles.
5 Miscellaneous test 1 Sampling 1 Small disturbed nr D4 A14
sample Samples taken from Item description for C
2 Bulk sample nr location other than sampling shall state L
3 Undisturbed nr borehole, hand auger the location (which is A
samples using or trial pit shall be other than borehole, S
thin wall tube classed as sampling. hand auger and trial
sampler nr S
pit).
4 Block sample nr D:
5 Water sample nr SI
6 Bulk density T
E
IN
V
E
S
TI
G
A
TI
ADDITIONAL
DESCRIPTION RULES
6 Laboratory tests 1 Classification 1 Moisture content nr D5 C12 A15
2 Atterberg’s limits. set A set, for soil strength Laboratory tests Item description for
3 Specific gravity nr tests, shall be defined shall be deemed to laboratory tests shall
4 Particle size nr as of three specimens; include preparation of state the method
distribution for fine except for unconfined specimens. of testing and the
grained soils compresssive test shall standard requirements.
5 Particle size nr be defined as of two C13
distribution for specimens. Special preparation A16
coarse grained for equipment shall Item description for
soils be soil strength tests
2 Soil strength 1 Unconfined set deemed to be provided shall state the size of
compressive separately when testing specimen and
strength set expressly stated. type of soil sample,
2 Unconsolidated i.e. undisturbed or
undrained remoulded.
triaxial set
compression A17
3 Consolidated Item description for
undrained triaxial direct shear box and
compression test multi reversal shear
with pore water box tests shall state
pressure set the size of the shear
measurement box.
4 Consolidated
drained triaxial
compression test
with pore water
pressure set
measurement set
5 Direct shear box
6 Multi reversal
shear box
3 Soil compaction 1 Standard compaction set D6 C14 A18 C
related (2.5 kg hammer) A set, for soil CBR test shall be Item description for L
2 Heavy compaction set compaction related deemed to be carried contaminants shall A
(4.5 kg hammer) test, shall be defined out on both ends of state the standard S
3 Vibrating hammer set as of five specimen each specimen, unless requirements and the
S
4 Unsoaked CBR nr tests from the same otherwise stated. contaminants to be
5 Soaked CBR bulk sample. analysed.
D:
nr
SI
4 Chemical and 1 Organic matter nr
T
electro-chemical content
2 Loss on ignition nr
E
3 Total sulphate nr IN
My content V
CE 4 Sulphate content nr E
SM 5 Chloride content nr S
M2 6 pH value nr TI
| 7 Resistivity test nr G
8 Contaminants nr A
TI
O
ADDITIONAL
DESCRIPTION RULES
6 Laboratory tests 5 Rock strength 1 Unconfined nr
compressive
strength
2 Unconfined nr
compressive
strength with
Young’s Modulus
and Poisson’s
ratio
measurement nr
3 Point load nr
4 Petrographic
examination
6 Compressibility and 1 One nr
permeability dimension
consolidation nr
2 Variable
head nr
permeability
3 Fixed head
permeability
7 Geophysical survey 1 Seismic refraction 1 Setting out sum M2 D7 C15 A19
and mapping survey 2 Installation spread Intervals of geophones A spread of installation Setting out for seismic tem description
2 Multi-channel and readings for seismic refraction and readings shall refraction survey, for installation
analysis 3 Preparation of sum survey and multi- include a 24-channel multi-channel analysis and
of surface wave bedrock and soil channel analysis of seismograph with of surface wave and readings for seismic
(MASW) contour maps surface wave shall be geophones at not more resistivity profiling refraction survey and
3 Parallel seismic 1 Setting out sum measured along the than 5-metre intervals shall be deemed multi-channel analysis
slope. for seismic refraction to include survey of surface wave shall
logging 2 Installation point
survey and not more coordinates, reduced state the interval of
and readings
3 Preparation of than 3-metre intervals levels and topographic geophones, number of
sum
for multi-channel profile for each set shots per set and the
subsurface
analysis of surface of installation and type of shots required.
profiles
wave survey. readings.
A20
Item description
for installation and
readings for resistivity
profiling shall state the
type of configuration,
number, and interval of
electrodes required.
4 Resistivity profiling 1 Setting out sum M3 D8
2 Installation spread Intervals of electrodes Resistivity profiling A21
and readings for resistivity profiling shall be two- Item description for
3 Preparation of sum shall be measured dimensional with installation and
resistivity along the slope. electrodes at not more reading for gravity
profiles
30 5 Gravity imaging 1 Setting out sum than 5-metre intervals. imaging and profiling Malaysi
an Civil
| 2 Installation point M4 shall state the interval
Enginee
My and readings A spread shall be distance ring
CE 3 Preparation of sum 115 m line. of every gravitymeter Standard
SM gravity imaging point reading. Method
M2 of
and profiles
Measure
ment ̵
Second
Edition
(My
CES
MM2
)
C
L
A
S
S
D:
SI
T
E
IN
V
E
S
TI
G
A
TI
ADDITIONAL
DESCRIPTION RULES
7 Geophysical survey 6 Geological terrain 1 Preparation of m2 M5 D9 C16 A22
and mapping mapping thematic maps Area measured for Geological terrain Items for verification Item description for
geological terrain mapping and with utilities provider seismic refraction
mapping and engineering geological shall be deemed to survey and geological
engineering geological mapping shall include purchasing of terrain mapping and
mapping shall be the be in accordance necessary documents engineering geological
plan area. with guidelines and verification on mapping shall state
by the Minerals the utilities detected, the location and
and Geoscience as compared with the area of the site to be
7 Engineering 1 Preparation of m2
Department Malaysia. records of the investigated.
geological mapping engineering
utilities provider.
geological map
A23
geological terrain
mapping and
engineering geological
mapping shall state
8 Utilities detection 1 Locate, detect, sum the requirement
and mapping and map all in the Minerals
utilities and and Geoscience
services sum Department guidelines.
2 Verification with
utilities sum
provider
3 Conduct site
verification
8 Report 1 Preliminary report 1 Soil investigation sum D10 C17 A24
2 Final report 2 Geophysical survey sum A report shall include Items for soil Item description for
and mapping instrumentation investigation report report shall state
reading and data shall be deemed to the type, number of
interpretation by include laboratory test sets and the format
professional engineers. results. required.
C
C18
L
Items for geophysical
A
survey and mapping
report shall be S
deemed to include S
geological sections and D:
interpretations of data SI
by specialists. T
E
IN
My V
CE E
SM S
M2 TI
| G
A
TI
O
(MyCESMM2)
32 | MyCESMM2
CLASS E
DEMOLITION AND
SITE CLEARANCE
MyCESMM2 | 33
CLASS E: DEMOLITION AND SITE CLEARANCE MEASUREMENT RULES DEFINITION RULES COVERAGE RULES an Civil
| DESCRIPTION RULES
Enginee
My D1 C1 A1
CE Site clearance shall Items for demolition Item description for Standard
SM include general and site clearance work from which Method
M2 Stripping of top soil (included in Class F: Earthworks).
clearance, the shall be deemed to the materials of
Scarifying of road surfaces (included in Class R: Roads and demolition and removal include disposal of the arising remain the Measure
ment ̵
pavings). Dismantling of rail track (included in Class T: Rail track). of all articles, objects, materials arising and property Second
and obstructions stating disposal area of the employer shall Edition
Removal of existing pipeline below ground level not exceeding 300 mm which are expressly on or off site. be stated as well as
(included in Class F: Earthworks). (My
required to be the handing over and
cleared, except those location of storage. CES
for which separate Where the so stated MM2
items are given as set materials are to be )
out salvaged by the
in this class. Clearing contractor, a separate
shall also include the bill of credit shall be
levelling of obsolete prepared.
dikes, terraces, ditches,
etc.
1 General clearance 1 Above ground ha M1 D2 C2 A2

2 Water bodies ha Area measured for General clearance Items for general Item description for
general clearance shall above ground shall clearance above general clearance
be the plan area. consist of the cutting ground shall be above ground shall
and/or taking down, deemed to include state the type of
M2 removal, and disposal the removal of trees vegetation such as
Where measurement of everything above and stumps (unless primary forest, bushes,
for trees are expressly ground level, including otherwise stated in oil palm estate, etc.
required, it shall be objects overhanging the item description), C
measured as trees the areas to be undergrowth, shrubs, A3 L
under Class E2*0. cleared. roots, and the like. Item description for A
general clearance at S
D3 C3 water bodies shall
S
Water bodies shall General clearance at state the type of items
consist of, but not water bodies shall be E:
and whether the object
limited to, rivers, deemed to include the is floating, submerged D
lakes, and sea, unless removal and disposal or at the bed of the E
expressly required. of items in or at the water bodies. M
water bodies, O
D4 including objects LI
Site clearance using either floating, TI
plant and equipment submerged, or at O
with the aid of floating the bed of the water N
mechanism shall be bodies. A
classed as general N
clearance at water
D
bodies.
SI
T
E
C
ADDITIONAL
DESCRIPTION RULES
1 General clearance C4
Items for general
clearance which
include the removal
of hedges shall be
deemed to include
the removal of
hedges stumps of
any diameter where
these
are also required to be
removed.
2 Trees 1 Trees of nr M3 C5 A4
girth: 0.5 m - Girth of trees shall be Items for Item description for
1.0 m nr measured 1 m above clearance of trees general clearance
2 Trees of girth: ground level. shall be and trees shall state
1.0 m 2.0 m nr deemed to include the the nature of the
3 Trees of uprooting and removal backfilling material
girth: 2.0 m - nr of stumps. where holes left
5.0 m by stump removal
4 Trees of girth: are required to
exceeding 5.0 be backfilled.
m
3 Buildings 1 Concrete 1 Individual buildings sum D5 A5
2 Brickwork and 2 Group of buildings sum Methods of demolition Item description for
masonry of buildings shall be building and structures
3 Timber in accordance with MS shall state the number
4 Metal 2318: Code of practice of storeys and principal
for demolition of dimensions. C
building. L
A6 A
D6 Item description for S
The material used building and structures S
in the classification shall state special
E:
of buildings and method of demolition
structures shall be the where required.
D
predominant material. E
A7 M
4 Structures 1 Above ground sum Item description for O
5 Scrap materials 2 Below ground sum scrap materials shall LI
state the principal TI
dimensions and state O
special method of N
My demolition where A
CE required. N
SM D
M2
SI
|
T
E
C
L
| DESCRIPTION RULES
Enginee
My 6 Equipment and 1 Disposed off sum A8 ring
CE accessories 2 Dismantle sum Item description Standard
SM and for equipment and Method
M2
refurbishment sum accessories shall of
3 Dismantle state the principal Measure
ment ̵
and reinstall dimensions. Second
Edition
(My
CES
MM2
)
7 Pipelines 1 Nominal bore: m M4 D7 C6

Exceeding 300 mm Pipelines within Water mains, sewers, Items for
buildings and other ducts, and other demolition of
structures shall be utility services shall pipelines shall be
measured separately be classed as deemed to include
only where their pipelines. demolition and removal
nominal bore exceeds of supports.
300 mm. D8
Pipelines shall include
pipes laid below and
above ground.
C
L
A
S
S
8 Relocation of 1 Water sum M5 E:
existing utilities 2 Sewerage sum Relocation of D
3 Gas sum existing utilities and E
4 Electrical sum materials reused M
5 Telecommunication sum shall be measured O
and described as A1. LI
TI
O
N
A
N
D
SI
T
E
C
CLASS F
EARTHWORKS
MyCESMM2 | 37
CLASS F: EARTHWORKS MEASUREMENT RULES DEFINITION RULES COVERAGE RULES an Civil
| DESCRIPTION RULES
Enginee
My M1 D1 C1 A1
CE The quantities of Earth shall be deemed Items for excavation The commencing Standard
SM earthwork shall be to be materials other shall be deemed to surface shall be Method
M2 Geotextile and geogrid (included in Class G: Geotechnical work).
computed nett using than topsoil, natural include disposal of identified in the of
Site clearance (included in Class E: Demolition and site dimension from the hard material, rock, excavated material, description of each Measure
ment ̵
clearance). Excavation and backfill for drain and pipe in trenches drawings with no artificial hard material unless otherwise item of work involving Second
allowance for bulking, or unsuitable material, stated. excavation for which Edition
(included in
shrinkage, or wastage. unless otherwise stated the commencing
Class O: Pipework and Class Q: Drainage work). (My
Where boundaries in item description. C2 surface is not the
Excavation for piles included (included in Class H: Piling work). between different Items for excavation original surface. The CES
Excavation for tunnels, shafts, heading and other sub-terranian cavities materials are not D2 shall be deemed to excavated surface shall MM2
shown on the Natural hard material include upholding be identified in the )
(included in Class S: Tunnel work).
drawings, shall be material sides of excavation, description of each
Excavation for foundation for fences and gates (included in Class V: measurement shall be other than rock and additional excavation item of work involving
Miscellaneous work). made on the site. artificial hard material to provide working excavation for which
that requires ripping space and removal of the excavated surface
M2 and other specialised dead services. is not the original
The commencing equipment. surface.
surface adopted in C3
the preparation of D3 Items description for A2
the bill of quantities Rock and artificial excavation shall be Item description for
shall be used for the hard material shall deemed to include artificial hard material
measurement of the be material that removal of existing shall state the material,
completed work. requires the use of pipes not exceeding and depth to which
hydraulic rock breaker, 300 mm of any extent it shall be
M3 pneumatic tools or material or diameter. excavated.
An item shall be given explosives.
for each separate A3
stage of excavation D4 Item description for
where separate stages Disposal of excavated excavation in rock shall
in the conduct of the material shall be state the method of
work are expressly deemed to be disposal blasting, and whether
required. off the site, unless for reuse or disposal.
otherwise stated in
M4 item description. A4
Detached pieces of Item description for
boulders shall only be D5 excavation in natural
regarded as natural Sub-ballast shall be hard material and rock
hard material, rock, or ballast placed before shall state the method
artificial hard material the bottom ballast is of excavation, where C
if each individually laid. appropriate. L
exceeds 0.5 m³ in
A
volume and shall be
measured separately. S
S
F:
E
A
R
T
H
ADDITIONAL
CLASS F: EARTHWORKS MEASUREMENT RULES DEFINITION RULES COVERAGE RULES
DESCRIPTION RULES
M5 D6
An isolated volume of The commencing
artificial hard material surface shall be
or rock occuring within identified in the
other material to be description of each
excavated shall not be item for work involving
measured separately excavation, boring, or
unless its volume driving for which the
exceeds 1 m³ except commencing surface is
that the minimum not the original
volume shall be 0.25 surface.
m³ where the net width
of excavation is less D7
than 2 m. The depths of
excavation stated in
accordance with the
work classification shall
be measured from the
commencing surface to
the excavated surface.
1 Excavation 1 Stripping 1 Topsoil m2 M6 A5

Area measured for Item description for
topsoil shall be the stripping of topsoil
plan area. shall state whether for
reuse or disposal.
A6
stripping shall state
the thickness of
excavation.
2 Cut to fill 1 Earth m3 M7 D8 C4 A7
3 Cut and dispose 2 Natural m3 Item classed as Excavation to form Items classified as Item description for
hard excavation to remove a profile expressly excavation in cut shall excavation in cut
material m3 unsuitable material required shall be be deemed to include shall state, where
3 Rock m3 shall be measured, classed as cut. transportation from expressly required,
4 Artificial hard irrespective of the source to place of fill or the excavation to be
material m3 method of excavation D9 disposal. carried out manually. C
5 Unsuitable material m3 adopted by the Excavation in or under L
6 Hazardous materials contractor. an embankment, C5 A8 A
executed prior to Items classified as Item description S
placing of the fill, excavation in cut for excavation in
My S
shall be classed as shall be deemed to cut for rock shall
CE F:
SM excavation in cut. include the trimming state any
and preparation of requirement for E
M2
| excavated surface. controlled blasting and A
pre-splitting. R
T
H
W
| DESCRIPTION RULES
Enginee
My 1 Excavation M8 D10 A9 ring
CE The volume of disposal Hazardous material Item description for Standard
SM of excavated material shall include any hazardous material Method
M2
measured shall be the material whose shall state the nature of
difference between excavation and of the material. Measure
ment ̵
the total net volume of disposal is governed Second
excavation and the net by legislation A10 Edition
volume of excavated including invasive Item description for cut
(My
material used for plant species. and dispose shall state
filling. backfilling in layers and CES
D11 compaction, where MM2
Material, either required. )
artificial or natural,
that are
not to be used for the
works are classed as
unsuitable material.
D12
Disposal of excavated
material shall be
deemed to be disposal
off the site unless
otherwise stated in
item descriptions.
4 Foundation 1 Earth m3 M9 C6 A11

2 Natural m3 The volume measured Items for excavation Excavation for
hard for the excavation for for foundation shall foundation around
material m3 foundation shall be the include upholding pile shafts, and for
3 Rock m3 volume which is to be sides of excavation, underpinning, shall
4 Artificial hard either occupied by or preparation of each be so described.
material m3 vertically above any excavated surface,
5 Unsuitable material part of the structure or additional excavation A12
building. to provide working Item description
space and removal of for excavation for
dead services. foundation to be
carried out under
water shall be so C
described. L
A
A13
Maximum depth S
of excavation for S
foundation shall be so F:
described in the item E
description. A
R
T
H
ADDITIONAL
DESCRIPTION RULES
1 Excavation 5 Under water m3 M10 C7 A14
Measurement of Items for excavation Item description for
excavation under under water shall be excavation under water
water shall be made deemed to include all shall identify the water
from soundings, necessary temporary body and the limit of
unless otherwise work. excavation.
stated.
M11
The volume
measured for
excavation below a
body of open water
shall be the nett
volume of excavation
commencing from
firm ground level
such as river or sea
bed as shown on the
drawing to which
reference is given in
the preamble in
accordance with
4.14.
M12
Item classed as
excavation under water
shall be measured,
irrespective of the
method of excavation
adopted by the
contractor.
6 Dredging 1 Provision of plant sum M13 C8 A15

and equipment Item classed as Provision of plant Item description for
2 Dredging work m3 dredging shall be and equipment for dredging shall state
measured, irrespective dredging shall be the location and limits
of the method of deemed to include of dredging.
excavation by the mobilisation and
contractor. demobilisation. C
L
M14 C9 A
Measurement of Items classified as S
My dredging shall be made excavation by dredging S
CE from sounding, unless shall be deemed to F:
SM otherwise stated. include transportation E
M2 from source to disposal
|
A
site. R
T
H
W
| DESCRIPTION RULES
Enginee
My 1 Excavation M15 C10 A15 ring
CE The volume Items coverage for Item description for Standard
SM measured for dredging shall be dredging shall state Method
M2
dredging below a deemed to include the location and limits of
body of open water any mopping up of of dredging. Measure
ment ̵
shall be the net silt which Second
volume of excavation accumulates after the Edition
commencing from final surface has been
(My
firm ground level reached.
such as river or sea CES
bed as shown on the MM2
drawing to which )
reference is
given in the MSCESMM
in accordance with 4.14.
M16
Dredging to remove
silt shall be measured
only to the extent that
is expressly required.
2 Excavation 1 Double handling of 1 Earth m3 M17 A16
ancillaries excavated material 2 Natural m3 Double handling of Item description for
hard excavated material excavation ancillaries
material m3 shall be measured, in connection with
3 Rock m3 only to the extent that excavation by dredging
4 Artificial hard it is expressly shall be so described.
material required.
M18
The volume
measured for double
handling of excavated
material shall be that
of the void formed in
the temporary
stockpile from which
the
materials are removed.
2 Timber support m2 M19
left-in The volume measured
C
3 Metal support m2 for excavation within L
left-in borrow pits shall be the A
net volume measured S
for filling. S
F:
M20 E
The area measured A
for timber or metal R
supports left-in shall be T
the area of supported H
surface for which the
supports are expressly
required to be left-in.
ADDITIONAL
DESCRIPTION RULES
3 Filling 1 General 1 Excavated material m3 M21 D13 C11 A17
2 Embankments 2 Imported material m3 All filling shall be Excavated material Items for filling shall Item description for
3 Replacement 3 Mass concrete m3 measured nett. shall be deemed to be deemed to include filling using imported
4 To structure 4 Other stated m3 Excavation after be from cut, or from filling in layers and material and excavated
5 To stated depth or material “filling” shall only be borrow pit on the compaction. material shall state
thickness measured where it is site. the type, gradation
expressly required. C12 limit and size where
D14 Items for filling applicable.
M22 Imported material shall be deemed to
Excavation from shall be deemed to be include additional A18
borrow pit on the Site material from off site. filling necessitated Item description for
for filling, shall not be by settlement or filling using mass
measured separately, D15 penetration into concrete shall state
unless expressly Filling shall be classed underlying the specification of
required. as to stated depth material. concrete.
or thickness where
M23 material is provided C13
The volume of of uniform total Items for filling to
imported material compacted depth or embankments or on
measured shall be the thickness such as in sloping ground shall
difference between the drainage blankets, be deemed to include
nett volume of filling topsoiling, pitching benches.
and the nett volume and beaching. Bulk
of excavated material filling shall not be
derived from work classed as to stated
within Classes F and S depth or thickness
used for filling. not withstanding that
it may be compacted
M24 in separate layers of
The volume of material of stated
imported fill shall be thickness.
measured nett at the
place of fill.
M25
Backfill material for
excavation to remove
unsuitable material
shall be measured as
filling under item for C
filling for replacement. L
A
6 Below water m3 M26 S
My When rock is S
CE deposited into soft F:
SM areas, the volume
E
M2 shall be measured as
| in the transport
A
vehicle at the place of R
deposition. T
H
W
| DESCRIPTION RULES
Enginee
My 3 Filling M27 ring
CE Filling of excavation Standard
SM around completed Method
M2
structures shall of
be measured nett Measure
ment ̵
between the volume of Second
excavation under rule Edition
M9 and the completed
(My
structure measured
from the commencing CES
surface. MM2
)
M28
Where filling is to be
deposited below water,
and the quantity
cannot be measured
satisfactorily by
any other means,
the volume shall be
measured as in the
transport vehicle at the
place of deposition.
Where filling is by
pumping, the volume
shall be measured by
settlement plates.
7 High energy 1 Selected excavated m3 M29
impact compaction material other High energy impact
general filling than topsoil or compaction general
rock m3 fill existing ground
2 Imported natural shall be measured to
material other the surface area to
than topsoil or m2 be treated.
rock
3 Existing ground
C
L
A
S
S
F:
E
A
R
T
H
ADDITIONAL
DESCRIPTION RULES
4 Landscaping 1 Turfing m2 M30 D16 C14 A19
2 Hydroseeding m2 Measurement for spot The girth of trees Items for landscaping Item description for
3 Bio-degradable m2 turfing shall include the shall be measured shall be deemed landscaping shall state
erosion control areas of unturfed space from ground level to to include the species of the
blanket between the sods. one-third height of digging, planting turfing, hydroseeding,
4 Hedges m the trees or 1m from media, bedding, hedges and trees
5 Trees nr M31 ground level, whichever stalking, required.
The area of turfing and is lower. protection, watering,
hydroseeding shall be weeding, required A20
the area to the slope, if D17 fertilising, and Item description for
applicable. The height of trees replacement of turfing shall state the
shall be measured dead items until type of turfing (close
M32 from ground level to the vegetation is or spot).
Ungrown areas the lowest branch or established.
of turfing and crown, whichever is A21
hydroseeding lower. C15 Item description for
exceeding 1 m² Items for turfing on hydroseeding shall
shall not be slopes steeper than state the technical
measured. 1 (vertical) and 3 specification.
(horizontal) shall be
M33 deemed to include A22
The lengths of hedges pegging down with Item description for
measured shall be their stakes. bio-degradable erosion
developed lengths control blanket shall
along the centre line. C16 state the location and
Items for bio- the spacing of the
M34 degradable erosion fastening hook.
The area of bio- control blanket shall
degradable erosion be deemed to include A23
control blanket shall fastening hooks and Item description for
be measured nett and netting required. trees shall state the
no allowance shall be minimum girth and
made for laps. height.
A24
landscaping and
hydroseeding shall
identify work upon
surface which is C
inclined at an angle L
exceeding 10° to the A
horizontal.
S
My S
CE F:
SM E
M2
|
A
R
T
H
W
(MyCESMM2)
46 | MyCESMM2
CLASS G
GEOTECHNICAL
WORK
MyCESMM2 | 47
ADDITIONAL
CLASS G: GEOTECHNICAL WORK MEASUREMENT RULES DEFINITION RULES COVERAGE RULES
DESCRIPTION RULES
Measurement covered under other classes: D1 C1 A1

Earth shall be deemed Items for pull out test Item description shall
Excavation, filling, and turfing for retaining structures (included in to be materials other shall be deemed to state the location of
Class F: Earthworks). than topsoil, natural include all necessary the item if the work is
hard material, rock, equipment, and more than 6 m above
Reinforced concrete foundation for retaining structures (included in artificial hard material submission of test or below the road
Class I: Concrete work). or unsuitable material, procedure, records and level.
Sand replacement for ground treatment (included in Class F: Earthworks). unless otherwise stated reports.
in the item description.
Sub-soil drainage (included in Class Q: Drainage work).
Pile embankment measured under respective classes (included in D2
Class F: Earthworks, Class I: Concrete work, Class H: Piling work). Natural hard material
shall be materials
other than rock and
artificial hard material,
and requires other
specialised equipment.
D3
Rock and artificial
hard material shall be
materials that require
the use of either
hydraulic rock breaker
or pneumatic tools or
explosives.

1 Plant and 1 Provision sum C2
equipment 2 Moving and sum Items for provision shall
handling be deemed to include
3 Temporary staging sum provision of all
necessary plant and
equipment,
transportation to the
site, handling,
assembling, and
removal off the
site after completion of
operation.
C3
Items for moving
and handling shall
be
deemed to include the
moving and handling of
all necessary plant and
equipment within the
site and from location
to location as often as
it is, whenever
necessary for the
execution of the whole
48 operation. Malaysi
an Civil
|
Enginee
My ring
CE Standard
SM Method
M2 of
Measure
ment ̵
Second
Edition
(My
CES
MM2
)
C
L
A
S
S
G
:
G
E
O
T
E
C
H
NI
ADDITIONAL
DESCRIPTION RULES
2 Retaining structures 1 Gabion 1 Rock-filled gabion m3 D4 A2
2 Rock-filled gabion m2 Gabions filled with Item description for
mattress rocks exceeding 300 gabion shall state the
3 Filter layer m2 mm high shall be type and size of filling,
separator classed as rock-filled and the type, gauge,
gabion, and those not and protective coatings
exceeding 300 mm of the wire mesh. If
high as rock-filled laying underwater is
gabion mattress. required, it shall be so
Filling shall be deemed stated.
to
be imported, unless A3
otherwise stated. Item description for
rock- filled gabion
mattress shall state the
thickness.
2 Cribwall 1 Single cell m2 M1 C4 A4
2 Double cell m2 The area of single cell Items for cribwall shall Item description for
3 Triple cell m2 cribwall shall be the be deemed to include cribwall shall state the
4 Quadruple cell m2 sloping area from the precast reinforced concrete grade, length
5 Filter layer/ m2 commencing surface. concrete components of precast concrete
separator and granular infill header, combination
M2 materials. and type of granular
The area of multiple infill.
cells cribwall shall be
the sloping area of the
highest cells from the
commencing surface.
3 Reinforced soil 1 Reinforced earth m3 M3 D5 A5
slope filling Reinforced earth filling Reinforced earth Item description for
2 Reinforced granular m3 and reinforced filling and reinforced reinforced soil slope
filling granular filling shall be granular filling is shall state the location,
3 Erosion protection m2 measured nett volume defined as filling type and strength of
mats within within the reinforced material used.
the reinforced zone. zone.
M4 D6
The area of erosion Reinforced earth A6
protection mat shall be filling and reinforced Item description for
the nett area to the granular filling shall erosion protection mats
slope with no allowance be in accordance with shall state the type of
for laps and anchorage. BS 8006-1:2010+ material and strength,
A1:2016. where applicable.
4 Reinforced soil 1 Wall facing m2 M5 D7 C5 A7
wall 2 Reinforced earth m3 The area of reinforced Precast concrete panel Items for wall facing Item description for
filling soil wall is measured shall be classed as shall be deemed to wall facing shall state
3 Reinforced granular m3 from the commencing wall facing in include soil the type,
filling surface. retaining stucture. reinforcement and size, and shape, where
4 Pull out test nr galvanising where applicable; and the
M6 applicable, connections concrete grade, type of
Sub-soil drainage shall and/or jointing, soil reinforcement and
be measured under Class geotextile and wall height.
Q. accessories for wall
joints.
C
L
A
S
S
G
:
G
My E
CE O
SM T
M2 E
|
C
H
NI
C
| DESCRIPTION RULES
Enginee
My 3 Slope stabilisation 1 Soil nailing 1 Stated length nr C6 A8 ring
CE 2 Pull out test nr Items for soil nailing Item description Standard
SM shall be deemed to for soil nailing shall Method
M2
include drilling of state the diameter of
borehole, corrugated of the borehole and Measure
ment ̵
HDPE pipe if reinforcement bar, Second
applicable, sleeve concrete grade and the Edition
grouting, sealant size of concrete pad.
(My
compound, galvanised
steel bearing plate and CES
all associated works. MM2
)
2 Rock bolt 1 Stated length nr C7 A9
2 Pull out test nr Items for rock bolt Item description
shall be deemed to for rock bolt shall
include drilling of state the diameter
borehole, of the borehole and
reinforcement bar, reinforcement bar,
reinforced concrete concrete grade and the
pad, sleeve grouting, size of concrete pad.
sealant compound and
all associated works.
3 Ground anchor 1 Earth m C8 A10

2 Natural m Items for ground Item description for
hard anchor shall be ground anchor shall
material m deemed to include state the size and type
3 Rock nr prestressed tendons, of anchor tendons and
4 Pull out test drilling, and grouting, grouting.
concreting and all
associated works.
4 Concrete buttress m2 C9 A11 C

Items for concrete Item description for L
buttress shall be concrete buttress shall A
deemed to include state the grade and S
steel wire mesh, PVC average thickness of
S
drain pipe, dowel bars, the concrete.
G
filter materials and all
associated works. :
G
5 Horizontal drain 1 Earth m M7 C10 A12 E
2 Natural m Concrete channel for Items for horizontal Item description for O
hard horizontal drain shall drain shall be deemed horizontal drain shall T
material m be measured under to include drilling, state the type and E
3 Rock m Class R740. perforated pipe and all diameter. C
4 Artificial hard associated works. H
material m NI
5 Unsuitable materials
ADDITIONAL
DESCRIPTION RULES
4 Surface protection 1 Guniting m2 M8 C11 A13
2 Articulating slab m2 The area of guniting Items for guniting shall Item description for
3 Rock netting m2 and articulating slab be deemed to include guniting shall state the
4 Stone pitching m2 shall be their nett area steel wire mesh, PVC average thickness of
5 Stone revetment m2 to the slope. drain pipe, dowel bar, the concrete and the
filter materials, and all concrete grade.
M9 necessary formwork.
The area of rock A14
netting shall be C12 Item description for
measured nett with no Items for articulating articulating slab shall
allowance made for slab shall be deemed state the thickness,
laps. to include preparation type and jointing of the
of surface, blinding, slab.
aggregate, geotextile
and all necessary A15
concrete and Item description for
formwork. rock netting shall state
the type and gauge
C13 of chain mesh and
Items for rock netting anchoring system.
shall be deemed to
include all necessary A16
accessories. Item description for
stone pitching and
stone revetment shall
state the stone size
and thickness.
5 Ground treatment 1 Prefabricated m M10 A17
vertical Any filling required Item description for
drains nr under this class to prefabricated vertical
2 Dynamic be used as a drains
compaction nr working platform shall state type
3 Vibro compaction m shall be and cross-sectional
4 Sand column m measured under Class dimensions of drainage
5 Stone/Aggregate F3**. tube, wrapping C
column m material and vacuum L
6 Soil-cement column M11 consolidation wherere
A
Surcharge material quired.
(for pre-loading) used Type of soil shall be
S
with prefabricated stated. S
vertical drains shall be G
measured under Class A18 :
F3**. Item description for G
My dynamic compaction E
CE shall state the weight O
SM of the drop hammer, T
M2 number of drops and E
| height of drop. C
H
NI
C
| DESCRIPTION RULES
Enginee
My 5 Ground treatment A19 ring
CE Item description for Standard
SM vibro compaction shall Method
M2
state the depth of of
treatment required. Measure
ment ̵
Second
A20 Edition
sand column, stone/
(My
aggregate column and CES
soil-cement column MM2
shall state the diameter )
of the columns and
the size of aggregate,
where applicable.
A21
soil-cement column
shall state the grout
mix design.
7 Geotextile m2 M12 A22
8 Geogrid m2 The area of geogrid Item description for
and geotextile shall be geotextile and geogrid
measured nett with no shall state the type,
allowance for laps. grade and the technical
specification of the
materials or reference
number of the product.
6 Grouting work 1 Drilling for grout 1 Earth m M13 C14 A23
holes 2 Natural m Drilling through Items for sleeve pipe Item description for
hard previously grouted shall be deemed to drilling for grout holes
material m holes in the course of include grouting of shall state the method,
3 Rock m stage grouting shall annulus space between diameter and maximum
4 Artificial hard not be measured. the sleeve pipe and the depth. C
material m Where grout holes are drilled holes
L
5 Unsuitable material expressly required to
be extended, drilling A24 A
2 Sleeve pipes m
through previously Item description for S
grouted holes shall be sleeve pipe shall state S
measured as drilling the diameter and type G
through rock. of material. :
3 Injection 1 Cement t M14 G
2 Sand t The mass of grout E
3 Bentonite t injection measured O
4 Aluminium powder kg shall not include the T
5 Chemical t mass of mixing water. E
6 Pulverised fuel ash t C
7 Pea gravel t H
NI
ADDITIONAL
DESCRIPTION RULES
6 Grouting work 4 Connection for nr C15 A25
grouting Connection for Item description
5 Water pressure test nr grouting shall be for connection for
deemed to include grouting shall identify
provision of packer as those which are in
expressly required. stages, distinguishing
between those which
are in ascending and
descending stages.
7 Diaphragm walls 1 Excavation 1 Earth m3 M15 D8 C16 A26
2 Natural m3 The depths of concrete Diaphragm walls are Items for excavation Item description for
hard in diaphragm walls walls constructed with for diaphragm walls excavation shall state
material m3 shall be measured from the use of bentonite shall be deemed to the maximum depth
3 Rock m3 the cut-off level to the slurry or other include preparation and thickness of wall.
4 Artificial hard toe level. temporary support and upholding sides of
material m3 fluids. excavation.
5 Unsuitable M16
materials The mass of steel C17
2 Concrete m3 reinforcement shall D9 Items for A27
be taken as 0.785 The nominal reinforcement shall The mix specification
kg/m per 100 mm² of diameter stated in be deemed to include or strengths shall
cross-section (7.85 t/ the item description labour for cutting, be stated in item
3 Reinforcement 1 Mild steel bar t m³). The mass of other for bar reinforcement bending and placing. description for concrete
2 High tensile t reinforcing materials shall be the cross- in diaphragm walls.
steel bar shall be taken as stated sectional
3 High tensile m2 in the contract. diameter defined in MS A28
steel fabric 146. Item description for
4 Fabric of other m2 steel bars shall state the
stated size of the bars.
material
4 Waterproofed joints sum M17
5 Guide walls m The mass measured
6 Preparing top of m for reinforcement
walls to receive shall include the mass
cappings of reinforcement
7 Preparing cast in
C
m expressly required in
pockets or chases laps and special chairs. L
A
M18 S
The mass measured S
for reinforcement, in G
tonne, shall be up to :
two decimal place. G
My E
CE
M19 O
SM Guide walls shall be
T
M2 measured on both
sides of the diaphragm
E
|
walls. C
H
NI
C
| DESCRIPTION RULES
Enginee
My 8 Instrumentation 1 Piezometer nr C18 A29 ring
CE 2 Inclinometer nr Items for piezometer Item description Standard
SM 3 Surface marker nr and inclinometer for piezometer and Method
M2
4 Settlement plate nr shall be deemed to inclinometer shall state of
5 Displacement nr include pre-boring and the type, depth and Measure
ment ̵
marker installation. material used. Second
6 Magnetic nr Edition
extensometer A30
(My
7 Deep levelling nr
datum settlement plate shall CES
state the dimensions MM2
of plate, depth and )
material used.
8 Monitoring nr M20 C19 A31

Measurement of Items for monitoring Item description
monitoring in number shall be deemed to for monitoring shall
shall be based on the include preparation of state the personnel
trips to the location of monitoring report. and number of trips
the instrumentation. required.
C
L
A
S
S
G
:
G
E
O
T
E
C
H
NI
CLASS H
PILING WORK
MyCESMM2 | 55
ADDITIONAL
CLASS H: PILING WORK MEASUREMENT RULES DEFINITION RULES COVERAGE RULES
DESCRIPTION RULES
M1 C1 A1
Measurement covered under other classes:
Bored and driven depths Items for piling work shall Item description for piles
shall be measured along be deemed to include shall identify preliminary
Boring for site investigation work (included in Class D: Site investigation the axes of piles from disposal of excavated and piles. Item description
the commencing surplus materials. shall identify raked piles
work). Setting out of piles and as-built drawings (included in Class A: surface: and their inclination
C2 stated.
General items). Ground anchor and stone column (included in Class G: a) to the toe levels of Items for piling work shall
Geotechnical work). bored piles; and be deemed to include A2
piling records and number Item description for piles
Walling and tie rod (included in Class L: Metalwork). b) to the bottom of stated. shall state the materials
Diaphragm wall (included in Class G : Geotechnical casing of driven composition.
cast in situ piles
work).
C3
M2 Items for pre-boring shall A3
The commencing be deemed to include Items description for
surface is the surface at backfilling between the piles shall state the
which boring or driving pile and the bore. structure to be supported
is expected to begin, and identify the
and shall be for the C4 commencing surface.
measurement of the Items for pre-boring shall
completed work. be deemed to include A4
grouting void with stated Item description for
M3 materials between the piles shall identify initial
Each group item for piles piles and the bores. piles and extension
to be driven shall comprise piles.
C5 Details of driving head and
a) an item for the total Items for depth driven shoes shall be so stated in
supply number of pile shall be deemed to item description.
points of state length include handling, hoisting,
and pitching, and driving of A5
piles. Item description for depth
driven shall state jack-in
method when required.
b) an item for the total
depth driven C6 A6
Items for preparing head Item description for
M4 shall be deemed to include reinforcement shall state
Depth driven shall be pile plug, starter bar, steel details of couplers when
measured from the cut-off plates and welding works. expressly required.
levels to the toe levels.
56 A7 Malaysi
M5 Item description an Civil
|
The concreted lengths reinforcement shall state Enginee
My ring
of cast in place materials and grade
CE
concrete piles shall be including identifying Standard
SM measured from the cut- straight or helical and Method
M2 off level to the toe nominal diameter to be of
levels expressly stated as not exceeding Measure
required. 20 mm and exceeding ment ̵
20 mm. Second
Edition
(My
CES
MM2
)
C
L
A
S
S
H:
PI
LI
N
G
W
ADDITIONAL
CLASS H: PILING WORK MEASUREMENT RULES DEFINITION RULES COVERAGE RULES
DESCRIPTION RULES
A8
Item description
for supply of pile
shall state the cross-
sectional type and
cross-sectional
dimensions or
diameter, lengths,
concrete grade, class
of piles, detail of
treatment and coatings
required and working
load, where jack-in
method expressly
required.
A9
jointings shall state
type, method and
detail of jointing
required.
1 Plant and 1 Provision sum C7
equipment 2 Moving and sum Items for provision
handling shall be deemed to
3 Temporary staging sum include provision of
all necessary piling
plant and equipment,
transportation to
the site, handling,
assembling and
removal off the site
after completion of
operation.
C8
Items for moving
and handling shall C
be deemed to L
include moving and A
handling all piling S
My
plant and equipment S
CE within the H:
SM site, and from location
PI
M2 to location as often
| as is, and whenever LI
necessary for the N
execution of the whole G
piling operation. W
O
| DESCRIPTION RULES
Enginee
My 2 Piles 1 Bored piles 1 Depth bored or m M6 D1 C9 A10 ring
CE 2 Driven cast in driven Each group of items for Piles consisting of Items for bored piles Item description for Standard
SM situ concrete 2 Boring through rock m bored piles, barrette driven permanent steel and barrette piles shall bored, cast in place, Method
M2
piles 3 Permanent casings m pile, driven cast in casing, which is filled be deemed to include barrette piles and of
3 Barrette piles 4 Reinforcement t situ concrete piles, with concrete, shall be temporary casings, caisson piles shall state Measure
ment ̵
straight bars and caisson piles shall classified as driven cast stabilising agent, and the diameter. Second
5 Reinforcement t comprise: in situ piles where the enlarged bases. Edition
helical bars piles are designed for A11
(My
6 Concreted length m a) An item for the the load to be carried C10 Item description for
7 Cut-off piles nr total depth bored or on the concrete. Items for boring and bored piles shall state CES
8 Preparing head nr total depth driven or excavation through contiguous bored piles MM2
total depth D2 rock shall be deemed where applicable. )
excavated, stating The nominal diameter to include natural and
total number of pile used for classification artificial hard materials A12
points, and of bar reinforcement including backfilling Item description for
shall be the cross- bore with stated permanent casings
b) An item for the sectional diameter materials. shall state materials,
total concreted defined in BS 4449 or thickness, and details
length of piles MS 146. C11 of treatments and
Items for permanent coating.
M7 casing shall be
The lengths of deemed to include the A13
permanent casings for supply and jointing of Item description for
bored piles shall be casings, driving concreted length shall
measured from the heads, and shoes, state when required
cut- off level to the where applicable. particular method of
bottom of the casings. concrete placement,
The length of C12 concrete grade,
permanent casing for Items for poured at a stated
driven cast in situ reinforcement speed, temperature,
concrete piles shall be shall be deemed compacted or cured in
measured from the to include a particular method.
cut-off levels to the supporting
toe levels. reinforcement.
C13
Items for driven cast
in situ concrete piles
shall be deemed to
include pre-boring, C
where applicable. L
A
S
S
H:
PI
LI
N
G
W
ADDITIONAL
DESCRIPTION RULES
2 Piles 4 Caisson piles 1 Depth excavated m M8 D3
2 Excavation through m The length of Piles comprising
rock permanent casings for placement of
3 Permanent casings m caisson piles shall be permanent concrete
4 Reinforcement bars t measured from the top or steel casing, where
5 Concreted length m of casing to the bottom the material within
of the casings. the
casing is excavated and
M9 filled with concrete,
The mass of steel shall be classified as
reinforcement shall be caisson piles when the
taken as 0.785 kg/m piles are designed for
per 100 mm² of cross- the load to be carried
section (7.85 t/m³). on the concrete.
The mass of other
reinforcing materials
shall be taken as stated
in the contract.
5 Micropiles 1 Depth bored m C14 A14
2 Boring through rock m M10 Items for boring Item description for
3 Steel pipe as m The mass measured through rock shall be micropiles shall state
reinforcement for reinforcement shall deemed to include the diameter.
4 Reinforcement bars t include the mass of artificial hard materials.
5 Grouting m3 reinforcement expressly A15
6 Cut-off piles nr required in laps. C15 Item description for
7 Preparing head nr grouting shall state the
Items for steel pipe
8 Permanent casing m M11 grout design mix and/
as reinforcement
The length of steel pipe shall be deemed to or strength.
casing shall be measured include
from top of pipe to toe. jointing/welding.
6 Precast reinforced 1 Supply of piles nr M12 D4 C16 A16
concrete piles 2 Depth driven m Each group of items for The supply lengths of Items for filling hollow Item description for
7 Precast prestressed 3 Pre-boring m precast reinforced and precast reinforced piles with concrete filling hollow piles
concrete piles 4 Jointing m precast prestressed concrete piles and shall be deemed to with concrete shall
5 Filling hollow piles m concrete piles shall precast prestressed include removal of state the specification
with concrete comprise: concrete piles shall be materials from within of the concrete and
6 Cut-off piles nr the total number of the piles before reinforcement.
7 Preparing head nr a) one or more piles of stated lengths concreting.
items for the expressly required to
number of piles be supplied. C
of stated length; L
8 Steel H-piles 1 Supply nr and D5 A17 A
2 Depth driven m The supply lengths Item description for S
My 3 Pre-boring m b) an item for the of steel H-piles and supply of steel H-piles S
CE 4 Filling hollow piles m total depth driven. steel pipe piles shall and steel pipe piles H:
SM with concrete be the total number of shall state the mass PI
M2 5 Cut-off piles nr piles of stated lengths per meter, cross-
6 Jointing
LI
| nr expressly required to sectional dimensions
7 Preparing head nr be supplied. and grade of steel,
N
length and concrete G
3 Piles 1 Steel pipe piles
infill, where applicable. W
O
| DESCRIPTION RULES
Enginee
My 3 Piles A18 ring
SM steel H-piles and steel Method
M2
pipe piles shall state of
details of treatments, Measure
ment ̵
coatings and cathodic Second
protection where Edition
required.
(My
A19 CES
Item description for MM2
steel H-piles and steel )
pipe piles shall state
type of jointing.
2 Timber piles 1 Supply nr M13 D6 C17 A20
3 Precast concrete 2 Depth driven m The areas of driven The lengths of timber Items for jetting Item description for
sheet piles 3 Pre-boring m precast prestressed piles and precast deemed to include jet supply of timber piles
4 Precast prestressed 4 Jointing nr concrete sheet piles concrete sheet piles pipes, hoses and jet shall state the grade of
concrete sheet piles 5 Cut-off piles nr shall be calculated shall be the total pump. timber, cross-sectional
6 Preparing head nr by multiplying the number of piles, dimensions, length and
7 Jetting m horizontal lengths of of stated lengths, any pressure treatment
the pile walls formed expressly required to required.
by the average depths be supplied.
measured from the A21
cut-off levels. Item description for
supply of precast and
prestressed concrete
sheet piles shall state
thickness, length and
width.
5 Interlocking steel 1 Supply m M14 D7 A22

sheet piles 2 Depth driven m2 The areas of driven Interlocking steel Item description for
3 Pre-boring m interlocking steel piles corner, junction, interlocking steel
4 Jetting m shall be calculated by closure, and taper piles sheet pile shall state
5 Special piles m multiplying the mean shall be classified as the section reference
6 Cut-off piles m undeveloped horizontal special piles. or mass per metre
7 Ground anchorages nr lengths of the pile walls and section modulus.
8 Preparing head m formed (including lengths D8
occupied by special The supply lengths of A23 C
piles) by the depths interlocking steel piles Item description for L
measured from cut-off shall be the total supply area of piles A
levels to the toe-levels. length expressly shall state details of S
required to be treatment and coatings S
M15 supplied. required. H:
Closure and taper PI
piles classed as A24 LI
special piles shall be Item description for
N
measured special piles shall state
only where they
G
the type and length.
are expressly W
required.
ADDITIONAL
DESCRIPTION RULES
3 Piles M16 A25
The lengths measured Item description for
for cutting of surplus ground anchorages
lengths of interlocking shall state the
steel sheet piles composition and
shall be the mean working load.
undeveloped horizontal
lengths to be cut
(including lengths
occupied by special
piles).
4 Miscellaneous work 1 Obstructions 1 Excavation through m M17 A26

obstructions Excavation through Item description for
obstructions shall excavation through
be measured only obstruction shall state
for breaking out the cross-sectional
obstructions or dimension or diameters
artificial hard of the excavation.
materials encountered
above the founding
stratum.
5 Pile tests 1 Static load/ nr C18 A27

maintained load Items for pile test Item description for
2 Pile dynamic nr deemed to include static load test shall
analyser necessary equipments, state the test loads.
3 Pile integrity nr inserts and accessories. Where the load is
4 Sonic logging nr applied to raked piles,
5 Lateral nr it shall be so stated.
6 Statnamic nr
7 Bi-directional nr A28
static load Item description for
8 Global strain nr pile test shall identify
extensometers those which are for
static load preliminary piles.
C
6 Pile tests 1 Plate loading nr A29 L
2 Shaft friction nr Item description for A
plate loading test S
My and shaft test shall S
CE state type of pile H:
SM and PI
M2 identify location of pile
|
LI
test.
N
G
W
O
(MyCESMM2)
62 | MyCESMM2
CLASS I
CONCRETE WORK
MyCESMM2 | 63
ADDITIONAL
CLASS 1: CONCRETE WORK MEASUREMENT RULES DEFINITION RULES COVERAGE RULES
DESCRIPTION RULES
Measurement covered under other classes: M1 C1 A1

The volume of Items for in situ Item description for
In situ concrete for: concrete measured concrete shall concrete shall state
shall include that be deemed to mass, reinforced
Concrete diaphragm walls (included in Class G: Geotechnical occupied by: include placing prestressed concrete
work). Piling work (included in Class H: Piling work). and compaction of and maximum size of
a) reinforcement and concrete. aggregate.
Manholes for sewerage pipework (included in Class O: Pipework). other metal
Roads, pavings, and kerbs (included in Class R: Roads and pavings). sections; A2
Concrete sleeper (include in Class T: Rail track). Item description for
b) prestressing components classed
Foundations for fences and gates (included in Class V: Miscellaneous work).
components; as other concrete
Concrete fencing (included in Class V: Miscellaneous work). forms shall state the
Formwork and reinforcement for sleeper (included in Class T: Rail track). c) cast-in components components and
each not exceeding include one of the
Formwork and reinforcement for fences and gates foundation (included in
0.1 m³ in volume; following:
Class V: Miscellaneous work).
Formwork and reinforcement in manholes for sewerage pipework (included in d) rebates, grooves, a) the principal
Class O: Pipework). throats, fillets, dimensions of the
Precast concrete piling work (included in Class H: Piling work). chamfers or concrete component;
internal splays each
Precast concrete manholes for sewerage pipework (included in
not exceeding 0.01 b) a type or mark
Class O: Pipework).
m² cross-sectional number of a
Precast concrete pipeworks (included in Class O: Pipework). area concrete component
Precast concrete paving, kerbs, and traffic sign supports (included in for which principal
Class R: Roads and pavings). e) voids not exceeding dimensions are
0.05 m³; given on the
Precast concrete fencing (included in Class V: Miscellaneous work).
drawings; or
Concrete drain and sumps (included in Class Q: Drainage work). f) joints or joint
Precast concrete panel for reinforced soil wall (included in Class components c) a statement locating
G: Geotechnical work). between adjacent a concrete
volume of in situ component for
concrete, and which principal
nibs or external dimensions are given
splays on the drawings.
g) not exceeding A3
0.01 m2 cross- Item description for
sectional area. cement component
other than ordinary
portland cement shall
be so described.
A4
concrete required
to be placed by a
particular method,
poured at a stated
speed,
temperature, and
compacted or
cured in a
particular
64 way shall be described. Malaysi
an Civil
|
Enginee
My ring
CE Standard
SM Method
M2 of
Measure
ment ̵
Second
Edition
(My
CES
MM2
)
C
L
A
S
S
I:
C
O
N
C
R
E
T
ADDITIONAL
DESCRIPTION RULES
1 In situ concrete 1 Grade: C15 1 Blinding m2 M2 D1 C2 A5
designed mix 2 Grade: C20 2 Bases, footings, m3 Columns and piers A concrete mix shall be Items for sprayed Item description for
3 Grade: C25 pile caps, and more than 1 m wide classified as a concrete shall be In situ concrete shall
4 Grade: C30 ground slabs or long and integral designed mix where deemed to include state the concrete
5 Grade: C35 3 Suspended slabs m3 with a wall shall be the performance is reinforcing materials admixtures when
6 Grade: C35A 4 Columns and m3 measured as part of stated in the contract added to the mix. required.
7 Grade: C40 piers 5 Beams and m3 the wall except where and the mix
8 Grade: C50 walls m2 expressly required to proportions are A6
6 Sprayed concrete m3 be cast separately. to be proposed by the Item description for
7 Encasing to metal contractor, subject to blinding shall state the
sections m3 M3 conditions imposed thickness.
8 Other concrete Beams more than 1 by specifications such
forms m wide or long and as minimum cement A7
integral with a slab content, water Item description for
shall be measured cement ratio, etc. concrete which is
as part of the slab expressly required
except where expressly D2 to be placed against
required to be cast A concrete mix shall be an excavated surface
separately. classified as prescribed (other than
mix where the exact building) shall be
mix proportions of stated.
cement, sand, and
aggregates are stated A8
in the contract. Item description for
sprayed concrete
2 Proprietary
D3 support shall state the
concrete
Concrete in suspended specification of the
slabs and walls less concrete and whether
than 1 m wide or long it is reinforced and the
shall be classed as minimum thickness.
concrete in beams and
columns, respectively.
3 In situ concrete 1 1:3:6 D4
prescribed mix 2 1:2:4 Concrete shall be
3 1:1½:3 classed as proprietary
4 1:1:2 concrete where the
application is to
achieve a particular C
performance outside L
normal performance A
criteria.
S
S
I:
My
CE C
SM O
M2 N
| C
R
E
T
| DESCRIPTION RULES
Enginee
My 4 Precast concrete 1 Columns nr M4 D5 C3 A9 ring
CE 2 Beams nr Parapet shall be Concrete components Items for precast Item description for Standard
SM 3 Prestressed beams nr measured as wall. which are cast other concrete shall be each type of precast Method
M2
4 Walls nr than in their final deemed to include concrete unit shall state of
5 Slabs nr M5 position shall generally reinforcement, the position of the work Measure
ment ̵
6 Segmental units nr Plank shall be be classed as precast formwork, joint and and specification of the Second
7 Units for subways, nr measured as slab. concrete units. finishes. concrete to be used. Edition
vehicular or
D6 C4 A10
(My
pedestrian culverts
and viaducts Where site precasting Items for prestressed Item description for CES
8 Other concrete nr of units is adopted precast units shall be each precast concrete MM2
forms (excluding those deemed to include unit shall state the )
with multiple use of prestressing. concrete mix type or
formwork), and the mark number. Units
nature of the work is with
the characteristic of different dimensions shall
in situ concrete but be given defferent types
involves the movement or mark numbers.
of the cast units into
their final positions, the A11
unit shall be classed as Item description for
in situ concrete. prestressed beams
shall identify pre-
tensioned or post –
tensioned beam
including stating
particulars of tendon
used.
A12
columns, beams,
segmental units, units
for subways, and
vehicular or pedestrian
culverts and ducts,
copings, viaducts and
other concrete forms,
shall state the cross- C
section, type and total L
length. A
A13 S
Item description for S
walls and slabs shall I:
state the type, area and C
average thickness. O
N
A14
C
units for subways, R
vehicular or pedestrian E
culverts and viaducts T
shall state the mass per
metre.
ADDITIONAL
DESCRIPTION RULES
5 Formwork 1 Sides 1 Bases, m2 M6 D7 C5 A15
2 Soffit footings, pile Formwork shall be Formwork shall be Items for formwork Item description for
3 Sides and soffit caps, and measured for surfaces classified according to shall be deemed to formwork shall state
4 Sloping ground slabs m2 of in situ concrete its angle of inclination include any temporary when formwork left-in
5 Curved to one 2 Columns and piers m2 which require as follows: staging required. is required.
radius in one 3 Beams m2 temporary support
plane 4 Walls m2 during casting, except Class Angle of C6 A16
6 Other curve 5 Suspended slabs m2 where otherwise stated. inclination Items for formwork Item description for
7 For concrete 6 Other members from the shall be deemed to formwork adopting the
components of M7 horizontal include the projections use of table form
constant cross- Formwork shall not and intrusions. system, slipform
sections be measured for the Soffit 0° - 15° system and the like
following: Sloping 15° - 80° shall be stated.
Sides 80° - 90° A17
a) edges of blinding Item description for
concrete not D8 formwork shall state
exceeding 0.2 m Formwork for type F1, the required concrete
wide or deep; F2, and F3 finish shall finish as follows:
be as defined in the a) F1: rough finish;
b) joints, associated standard specification b) F2: fair finish;
rebates, and for road works as c) F3: smooth finish;
grooves; specified. d) other stated finish;
e) other surface
c) temporary surfaces features.
formed at the
discretion of the A18
contractor; and Item description for
formwork to upper
d) surfaces of concrete surfaces shall be so
which are expressly stated, except where
required to be cast the surfaces are
against an inclined at an angle
excavated surface. not exceeding 15°
from the horizontal.
M8 A19
Formwork to upper Item description for
surfaces of concrete formwork to curved
shall be measured to concrete components of C
surfaces inclined at constant cross-sections L
angle exceeding 15° shall state the radii. A
from the horizontal, S
and to other upper A20
S
sufaces for which Item description for
formwork is expressly
I:
My formwork to concrete
CE required. constant cross C
SM section shall state O
M2 M9 the N
| The area of formwork principal cross-section C
measured shall include dimensions of the R
the area of formwork components, location E
obscured by voids and or other unique T
inserts. identifying feature.
| DESCRIPTION RULES
Enginee
My 5 Formwork 8 For voids 1 Depth not nr M10 D9 A21 ring
CE exceeding 1 Formwork for the The size of voids for Item description Standard
SM m m2 surfaces of voids larger I58* shall be as for voids shall Method
M2
2 Depth exceeding than the upper bound follows: state of
1m values as defined Class Cross the cross-section or Measure
section ment ̵
in rule D9 shall be diameter and the Second
measured as set out in Circular 0.35 m - depth of voids. Edition
this class. (diameter) 0.7 m (My
M11 CES
No deduction shall be Other voids 0.1 m² - MM2
made for formwork to (area) 0.5 m²
)
voids smaller than
the lower bound D10
The depth of voids
values as defined in
rule D9. shall be measured
perpendicularly to the
adjacent surface of
concrete.
D11
The maximum
diameter or cross-
section shall be taken
when the voids have
two unequal diameters
or cross-sections.
6 Reinforcement 1 Mild steel bars 1 Nominal t M12 D12 C7 A22
2 High tensile bars diameter: 6 mm The mass of steel The nominal Items for Item description for
3 Reinforcing bars of 2 Nominal diameter: t reinforcement shall diameter stated in reinforcement shall special joint shall state
other stated 8 mm be taken as 0.785 item description for be deemed to include the type of joint and
materials 3 Nominal diameter: t kg/m per 100 mm² bar reinforcement labour for cutting, size of reinforcing bars.
4 Stainless steel 10 mm of cross-section (7.85 shall be the cross- bending, and placing.
bars of stated 4 Nominal diameter: t t/ sectional A23
quality 12 mm m³). The mass of other diameter defined in MS C8 Item description
5 Nominal diameter: t reinforcing materials 146. Items for for steel fabric
16 mm shall be taken as stated reinforcement reinforcement to MS
t
6 Nominal diameter: in the contract. D13 shall be deemed 145 shall state the
20 mm Sleeve joints, steel to include type, fabric ref number C
t
7 Nominal diameter: M13 welded, swaged or supporting or letter in accordance L
25 mm t The area of screwed and the like in reinforcement other with MS 145. A
8 Nominal additional fabric in reinforcing bars shall than steel supports to S
diameter: stated laps shall not be be classed as special top reinforcement. S
exceeding 32 mm measured. joints. I:
C
O
N
C
R
E
T
ADDITIONAL
DESCRIPTION RULES
6 Reinforcement 5 Special joints nr M14 A24
The mass measured Item description
6 Steel fabric 1 Nominal m2 for steel support to for other fabric
7 Fabric of other mass: not top reinforcement reinforcement shall
stated exceeding 2 shall include the mass state the
material kg/m2 m2 of reinforcement materials,
2 Nominal mass: expressly required in fabric reference sizes
2 - 3 kg/m2 m2 laps and special and nominal mass per
3 Nominal mass: chairs. square meter.
3 - 4 kg/m2 m2
4 Nominal mass: M15
4 - 5 kg/m2 The mass measured
m2
5 Nominal mass: for reinforcement is in
5 - 6 kg/m2 m2 tonne and shall be up
6 Nominal mass: to two decimal places.
6 - 7 kg/m2 m2
7 Nominal mass:
7 - 8 kg/m2 m2
8 Nominal mass:
stated exceeding
8 kg/m2
7 Concrete ancillaries 1 Joints 1 Construction joints m M16 C9 A25
2 Contraction joints m Joints shall be Items for joints shall Item description
3 Expansion joints m measured at locations be deemed to include for joints shall
4 Waterstops m where they are formwork. state the
5 Sealed rebates m expressly required. dimensions,
or grooves C10 materials and nature of
6 Dowels - plain nr M17 Items for waterstops components.
or greased The length of shall be deemed to
7 Dowels - nr waterstops shall be include cutting and A26
sleeved or measured along their jointing of waterstops Item description for
capped centre lines. and provision of special waterstops shall state
fittings at angles and the material and the
junctions. actual width.
2 Post-tensioned 1 Horizontal internal nr M18 D14 C11 A27

prestressing tendons in in situ Prestressing shall Profiled tendons in Items for prestressing Item description for C
concrete be measured by horizontal components shall be deemed to prestressing shall L
2 Inclined or nr the number of shall be classed as include ducts, jacking, identify the concrete A
vertical internal tendons where horizontal tendons. grouting and other components to be S
tendons in in situ tendons are used components, and stressed, and stating S
concrete nr and by the number D15 tasks ancillary to the composition, I:
My 3 Horizontal of external jacking The length of tendons prestressing. strength and length
CE internal tendons C
operations used shall be their of the tendon and
SM in precast nr
O
where stress is induced developed length particulars of the
M2 concrete by jacking them. between the outer anchorage. N
| 4 Inclined or C
faces of anchorage.
vertical internal R
tendons in precast E
concrete T
| DESCRIPTION RULES
Enginee
My 7 Concrete ancillaries 3 Finishing of 1 Class U1 finish m2 M19 D16 C12 A28 ring
CE top surfaces 2 Class U2 finish m2 The areas of tops Class U1, U2, U3 and Items for other stated Item description for Standard
SM 3 Class U3 finish m2 of walls and other U4 finishes shall be as surface treatment shall concrete ancillaries Method
M2
4 Class U4 finish m2 surfaces which are not defined in the standard be deemed to include shall state the of
given separate specification for road materials, surface Measure
materials, thickness
ment ̵
finishing treatment works as expressly treatment, joints and and surface treatment, Second
shall not be measured stated. formwork. and other stated Edition
as finishings of top applied finish. (My
surfaces.
4 Finishing of formed 1 Aggregate exposure m2 M20 C13
CES
surfaces using retarder Finishing of top Items for finishing of MM2
2 Bush hammering m2 surface shall be top surfaces shall be )
3 Other stated m2 measured for areas deemed to include
surface treatment or surfaces where wood float or steel
carried out after expressly required. trowel.
striking formwork
M21
No deduction from the
areas measured for
finishing shall be made
for holes and openings
in the finished surfaces
each not exceeding
0.5 m².
5 Inserts 1 Linear inserts m M22 D17 A29
2 Other inserts nr Where inserts are Components cast Item description for
expressly required or grouted into in inserts shall identify
to be grouted into situ concrete, except the components to be
preformed openings reinforcement, cast or grouted-in and
the formwork shall prestressing, and stating their principal
be measured jointing materials shall dimensions.
separately. be classed as inserts.
A30
inserts shall identify:
a) those which project

from one surface of C
the concrete L
b) those which project A
from two surfaces of S
the concrete; and S
I:
c) those which are C
totally within the O
concrete volume. N
C
R
E
T
ADDITIONAL
DESCRIPTION RULES
7 Concrete ancillaries A31
inserts which are
expressly required
to be grouted into
preformed openings
in concrete items
descriptions shall
so stated including
materials for grouting
and sizes of openings.
6 Grouting under nr A32

plates Item description for
grouting under plates
shall state materials
and area for grouting.
8 Ancillary work for 1 Water proofing m3 M23 C14 A33

water retaining admixtures Items for water Items for water Item description
structure 2 Water tightness m3 tightness testing and tightness testing of for water proofing
testing of tanks sterilising of tanks tanks shall be deemed admixtures shall state
3 Sterilising and m3 shall be measured up to include provision of the type and the mix
flushing of to the capacity of the water and all testing proportion.
tanks tanks as expressly equipment as expressly
stated. required.
C15
Items for sterilising
and flushing of tanks
shall be deemed to
include provision of
potable water and C
chemicals as expressly L
required. A
S
4 Linings and 1 High m2 M24 C16 S
coatings alumina Area of PVC and Items for linings and I:
My
CE cement m2 HDPE linings shall be coatings shall be C
SM 2 PVC m2 measured nett not deemed to include O
M2 3 HDPE m2 inclusive of laps. supply and installation/ N
| 4 Sodium silicate m2 application. C
5 Epoxy coatings R
E
T
(MyCESMM2)
72 | MyCESMM2
CLASS J
BRICKWORK,
BLOCKWORK
AND MASONRY
MyCESMM2 | 73
CLASS J: BRICKWORK, BLOCKWORK AND MASONRY MEASUREMENT RULES DEFINITION RULES COVERAGE RULES an Civil
| DESCRIPTION RULES
Enginee
My M1 A1
CE Each skin of brickwork, Item description for Standard
SM blockwork, or masonry, brickwork, blockwork, Method
M2 Prefabricated panels (included in Class M: Building
either in cavity or and masonry shall state of
work). Sump brickwork (included in Class Q: Drainage composite wall the type and thickness Measure
ment ̵
work). construction shall be of material used. Second
measured. Edition
M2
(My
Volumes and areas CES
measured for MM2
brickwork, blockwork, )
and masonry shall
include the areas of
joint, and exclude
those of copings and
sills. No deduction
from, or addition to,
areas measured shall
be made for intruding
or projecting surface
features. No deduction
from the areas
measured shall be
made for holes and
C
openings in walls where
surface of the L
hole/opening each not A
exceeding 0.25 m² S
in cross-sectional area. S
J:
B
1 Brickwork 1 Vertical straight m2 M3 D1 C1 A2 RI
2 Blockwork walls Mean dimensions shall In determining the Items for brickwork Item description C
3 Masonry 2 Vertical curved walls m2 be used to calculate thickness of walls, and blockwork walls for walls, facing to K
3 Battered straight m2 the areas of wall, facing, and casing, the shall be deemed concrete, casing to
W
walls facing to concrete, presence of surface to include joint metal sections,
4 Battered curved
O
m2 and casing to metal features shall be reinforcement, and columns and
walls ignored. piers R
sections and the movement joints, fixing
5 Vertical facing to m2 shall either state the K,
heights of columns and ties, bonds to existing
concrete D2 materials, nominal B
piers. work, and fixing
6 Battered facing m2 Walls or facing battered clamps. dimensions and L
to concrete on one or both sides types of brick, block O
7 Casing to m2 shall be classed as C2 and stone or give C
metal sections battered walls or Items for masonry shall equivalent references K
8 Column and piers m3 battered facing. be deemed to include to the applicable MS W
fair facing finish. or BS. O
D3 R
The thickness of K
battered walls shall be A
their mean thickness. N
ADDITIONAL
DESCRIPTION RULES
1 Brickwork A3
2 Blockwork Item description for
3 Masonry masonry walls, facing
to concrete, casing to
metal sections, and
columns and piers shall
state the surface finish.
A4
Item description
for walls, facing
to concrete,
casing to metal
sections, columns
and piers
shall state the bonding
pattern, type of mortar,
type of jointing and
pointing.
A5
Item description
for walls, facing
to concrete,
casing to metal
sections, and C
columns and L
piers, either in cavity A
or composite wall S
construction, shall be S
so stated. J:
4 Miscellaneous work 1 Surface features 1 Copings and sills m M4 D5 A6 B
2 Rebates and chases m The length of surface Columns and piers Item description for RI
3 Cornices m features measured attached to walls or surface features
C
4 Band courses m shall be the mean facing of the same shall include
5 Corbels m lengths. The areas material shall be sufficient details to
K
6 Pilasters m measured for fair classed as pilasters. identify the W
7 Plinths m facing finishes shall materials, special O
8 Fair facing m2 be those expressly masonry, special or cut R
required, and shall be bricks and blocks. The K,
measured at the face. spacing of intermittent B
surface features shall L
be stated in the item O
description. C
My K
CE A7
SM Item description W
M2 for surface O
| features R
shall state the cross- K
sectional dimensions. A
N
| DESCRIPTION RULES
Enginee
My 4 Miscellaneous work 2 Ancillaries 1 Damp proof m M5 C3 A8 ring
CE courses The length of Items for built-in Item description for Standard
SM 2 Infills of m2 additional material in pipes and ducts shall damp proof courses Method
M2
stated laps of damp proof be deemed to include and infills shall state of
thickness nr course and joint their supply, unless the materials and Measure
ment ̵
3 Built-in pipes reinforcement shall otherwise stated. dimensions. Second
and ducts m2 not be measured. Edition
4 Bonds to existing C4 A9
(My
works m Items for bonds to Item description for
5 Movement joints m existing works shall built-in pipes and CES
6 Joint reinforcements be deemed to include ducts shall stated the MM2
fixing and ties. length where they )
exceed 1.0 m.
A10
built-in pipes and
ducts shall state the
cross-sectional area
where they exceed
0.05 m2.
C
L
A
S
S
J:
B
RI
C
K
W
O
R
K,
B
L
O
C
K
W
O
R
K
A
N
CLASS K
TIMBER WORK
MyCESMM2 | 77
CLASS K: TIMBER WORK MEASUREMENT RULES DEFINITION RULES COVERAGE RULES an Civil
| DESCRIPTION RULES
Enginee
My D1 C1 A1
CE Grades A, B, C, and D Items for timber shall Item description for Standard
SM shall be in accordance be deemed to include timber shall state the Method
M2 Formwork to concrete (included in Class I: Concrete work).
with the Malaysian fixing components, grade and treatment of
Timber piles (included in Class H: Piling work). Measure
grading rules by fixing, fastening, requirements or special
ment ̵
Timber sleepers (included in Class T: Rail track). Malaysian Timber boring, cutting and surface finishes. Second
Timber fencing (included in Class V: Miscellaneous work). Industry Board or jointing. Edition
by other relevant
Timber roof structure, doors, windows and skirting (included in Class M: Building (My
governing authorities.
work). CES
Finishes (included in Class N: Painting work). MM2
FIRST DIVISION SECOND DIVISION THIRD DIVISION UNIT )
1 Timber components 1 Grade A 1 Length: m M1 D2 A2
2 Grade B not exceeding 6 m The length of timber The size stated shall be Item description for
3 Grade C 2 Length: m components shall be the finished size. timber components
4 Grade exceeding 6 m their overall lengths shall state the
D with no allowance for structural use and
scarfed or other joints. sizes.
2 Decking 1 Floors m2 M2 D3 C2 A3
3 Boarding 2 Walls m2 No deduction from the Surfaces of columns Items for walls and Item description for
3 Soffits m2 areas measured for shall be classed as soffits shall include decking and boarding
timber decking shall walls. Surfaces of any temporary staging shall state the use and
be made for openings beams and ceiling shall required. thickness of timber.
and holes each not be classed as soffits.
exceeding 0.50 m². C3 A4
D4 Decking and boarding Item description for
M3 The thickness shall be deemed to decking and boarding
Structural load bearing stated shall be the include framework shall state the size
timber forming part of nominal thickness. where expressly and spacing of the
the framework shall be required. members in framework
measured under where expressly
timber components. required.
C
L
4 Miscellaneous work 1 Handrails m A5 A
2 Cornice m Item description for S
3 Dado m handrails, cornice and S
dado shall state the
K:
location and size.
TI
M
B
E
R
W
CLASS L
METALWORK
MyCESMM2 | 79
CLASS L: METALWORK MEASUREMENT RULES DEFINITION RULES COVERAGE RULES an Civil
| DESCRIPTION RULES
Enginee
My M1 A1
CE No allowance shall Item description shall Standard
SM be made in the state the surface Method
M2 Traffic signs (included in Class C: Traffic management and control and
Class R: Roads and pavings). measurement for treatment and painting of
rolling margins and carried out prior to Measure
Metalwork in piling work (included in Class H: Piling ment ̵
other permissible delivery of components Second
work). Metal formwork in concrete (included in F: deviations. The to site where required. Edition
mass of welds,
Earthworks and (My
fillets, bolts,
Class I: Concrete work). CES
washers, rivets, and
Metalwork in roofing structure (included in Class M: Building work). protective coatings MM2
Metalwork in pipework (included in Class O: Pipework). shall not be measured. )
Gantries (included in Class R: Roads and pavings).
M2
Permanent and temporary rail tracks and accessories (included in No deduction shall be
Class T: Rail track). made for the mass of
Metalwork in fences (included in Class V: Miscellaneous work). metal removed to form
notches and holes each
not exceeding 0.10 m²
in area measured on
plan.
M3
The mass of members,
other than plates shall
be calculated from
overall lengths of the
members with no
deductions for splay
cut or mitred ends.
M4
The mass of member
measured shall be that
of rolled or extruded
sections, built up and
fabricated sections,
bracings, external
diaphragms, shear
connectors, stiffeners, C
cleats, packs, splice L
plates, and other A
fittings. S
S
L:
M
E
T
A
L
ADDITIONAL
DESCRIPTION RULES
1 Supply and erection 1 Hot rolled section 1 Vertical members t M5 D1 C1 A2
of structural 2 Cold rolled section and columns The mass of steel Frames shall include Items for supply and Item description for
members 3 Built-up box or 2 Horizontal members t to BS 4449 or plane frames, trusses, erection of structural supply and erection
fabricated sections and beams MS146 space frames, lattice members shall be of structural
4 Extruded sections 3 Portal frames t shall be taken for frames and tower deemed to include members
4 Frames t measurement as 785 structures delivery, protective shall state the
5 Decking panel t kg/m² per 100 mm and decorative surface materials, grades, and
6 Ancillaries t thickness (7.85 t/m³), D2 treatment, jointing their use.
7 Grillages t unless otherwise Decking shall include type, fabrication, and
stated in the plates and deck panels. handling and hoisting. A3
specification Item description for
or in the supplier’s D3 C2 supply and erection
catalogue. The masses Ancillaries shall include Items for supply and of structural
of other metals shall bracings, purlins, erection of structural members
be taken as stated in cladding rails, and members shall be shall state the alignment
the specification or struts. deemed to include on plan, and camber
supplier’s catalogue. non-destructive testing requirements.
as expressly required.
A4
C3 Item description for
Items for supply and supply and erection
erection of structural of structural
members shall be members shall state
deemed to include separately and locate
bolted connections separate structural
using bolts of nominal frames and, where
diameter less than 16 appropriate the parts
mm, together with of the frames.
gusset and end plates.
A5
supply and erection
of structural
members shall state
tapered or castellated
members.
8 Overhead crane nr D4 C4 A6
Overhead crane shall Items for supply and Item description for
be permenant structure erection of structural supply and erection
with platform, crane members shall be of structural
runways, bridge crane, deemed to include members other than
hoist, frame, motor, welded connections. for portal frames shall
track as expressly Welded connections state cranked
stated. shall be deemed to members.
include gusset and end
plates. A7
Item description
for overhead crane
shall state the crane
capacity tonnage, type,
materials and principal
dimensions.
C
L
A
My S
CE S
SM L:
M2 M
|
E
T
A
L
| DESCRIPTION RULES
Enginee
My 1 Supply and erection C5 A8 ring
CE of structural Items for overhead Item description for Standard
SM members crane shall be deemed overhead crane shall Method
M2
to include runways, state where fixing of
bridge, motor, track, clips and resilient Measure
ment ̵
fabrication, installation, pads are used to Second
foundation work, secure overhead Edition
and protective and crane rails.
(My
decorative surface
treatment. CES
5 Black bolts 1 Nominal nr C6 A9 MM2
6 High strength diameter: 16 mm Items for black bolts Items description for )
friction grip bolts – 20 mm nr and high-strength high-strength friction
2 Nominal diameter: friction grip bolts shall grip bolts shall state
20 mm – 24 mm nr be deemed to include the grade and load
3 Nominal diameter: nuts, washers, gusset limits.
24 mm – 30 mm nr and end plates, and
4 Nominal diameter: other accessories.
30 mm – 36 mm nr
5 Nominal diameter:
36 mm – 42 mm nr
6 Nominal diameter:
42 mm – 48 mm nr
7 Nominal diameter:
48 mm – 56 mm nr
8 Stated nominal
diameter exceeding
56 mm
7 Anchorage and nr M6 A10
holding down bolts Anchorages and Item description for
assemblies holding down bolt anchorages shall state
assemblies shall be particulars and the
measured by the type of anchorages.
number of complete
assemblies. A11
holding down bolt
assemblies shall state
particulars of the type,
diameter and length of
the bolts.
C
L
2 Miscellaneous 1 Stairways nr M7 C7 A12
Painting carried Items for miscellaneous Item description for
A
metalwork and landings
2 Walkways and m2 out on the site metalwork shall be stairways and landings S
platforms for miscellaneous deemed to include shall state the size, and S
3 Ladders m metalwork shall fixing to other work, number of risers and L:
4 Handrails m be classed as supply of fixing landings. M
5 Parapets m painting (Class N). components, and E
drilling or cutting of T
other work. A
L
ADDITIONAL
DESCRIPTION RULES
2 Miscellaneous 6 Decking 1 Plate flooring m2 M8 C8 A13
metalwork 2 Open grid flooring m2 No deductions from Items for ladders and Item description
3 Welded mesh m2 the area measured parapets shall be for miscellaneous
paneling for miscellaneous deemed to include the metalwork assemblies
4 Trench covers m2 metalwork shall be full assemblies. Items shall state the
5 Ducts covers m2 made for openings for handrails shall be specification and
and holes each not deemed to include thickness of metal,
exceeding 0.50 m². balustrade. surface treatments and
principal dimensions.
7 Cladding m2 M9 C9
8 Walings m The lengths of ladders Items for decking shall A14
shall be measured be deemed to include Item description for
along the lengths supporting metalwork, ladders shall state
of stringers. The unless otherwise include safety loops,
lengths of handrails expressly stated. rest platforms or
and parapets shall be returned stringers.
measured along their
top members.
3 Miscellaneous 1 Miscellaneous 1 Angle section m M10 A15

metalwork framing 2 Channel section m The length of Item description for
3 I-section m miscellaneous framing miscellaneous framing
4 Tubular section m shall be measured shall state the size and
5 Plate m2 along the external section of members.
perimeter of framing.
2 Tie rod nr
3 Uncovered tanks 1 Volume: n.e 1 m³ nr A16

4 Covered tanks 2 Volume: 1 m³ - 3 m³ nr Item description for
3 Volume: 3 m³ - 10 nr tanks shall state the
m³ nr size and capacity of
4 Volume: tanks and specification
10 m³ - 30 m³ nr of material.
5 Volume:
30 m³ - 100 m³ nr C
6 Volume: L
100 m³ - 300 m³ nr A
My 7 Volume: S
300 m³ - 1000 m³ nr S
CE
SM 8 Volume: L:
M2 stated M
| exceeding E
1000 m³ T
A
L
(MyCESMM2)
84 | MyCESMM2
CLASS M
BUILDING WORK
MyCESMM2 | 85
CLASS M: BUILDING WORK MEASUREMENT RULES DEFINITION RULES COVERAGE RULES an Civil
| DESCRIPTION RULES
Enginee
My
CE Standard
SM Method
M2 Concrete roof structure (included in Class I: Concrete work).
of
Pipework and septic tank (included in Class U: Mechanical and electrical work). Measure
ment ̵
FIRST DIVISION SECOND DIVISION THIRD DIVISION UNIT Second
Edition
1 Roofing work 1 Roof structure 1 Timber of stated m M1 D1 C1 A1 (My
member sizes The area measured Proprietary roofing Timber roof structure Item description for
2 Timber of stated m2 for roofing system system shall be shall be deemed to roof structure shall
CES
roofing system and components to roofing system and include connecting state the member MM2
and components be designed by the components to be plates, bolts and nuts, nominal size, grade )
to be designed contractor shall be designed by the and other fastening of materials, and
by the contractor the plan area of roof contractor. system. structural locations
3 Metal of stated kg structures. for roof structures
roof structure C2 not designed by the
member sizes Metal roof structure contractor.
4 Metal of stated m2 shall be deemed to
roofing system include connecting
and components plates, bolts and nuts,
to be designed all welding, and other
by the contractor fastening systems.
2 Roof covering 1 Flat sheet m2 M2 D2 C3 A2

2 Profiled sheet m2 Roof covering, Flat sheet shall be Items for roof Item description for
3 Tiles m2 underlay, and classed for a broad, coverings, underlay roof covering shall
insulation for curved flat, and thin piece and insulation shall state the angle of
or domed surface of felt or material, be deemed to include inclination to the
shall usually in square preparing surfaces, horizontal.
not be distinguished by and rectangular forming joints,
angle of inclination. shapes. overlaps, mitres, A3
angles, fillets, built- Item description for
M3 D3 up edges, and laying roof covering for
The areas measured Profiled sheet shall be to falls or cambers, curved or domed
3 Underlay 1 Wire mesh m2 for roof covering, classed for material cutting, notching, surfaces shall be
4 Insulation 2 Sisalation m2 underlay, and with alternating ridges bending and bedding. described, and the
3 Rock wool m2 insulation shall be and grooves, usually in radius of the curvature
4 Fibreglass m2 those of the surface square and rectangular of the surface shall be C
covered. No deduction shapes. so stated. L
from the areas A
measured shall be D4 A4 S
made for holes and Tiles shall be classed Item description S
openings in the roof for discrete material for roof covering, M
covering each not either flat or profiled, underlay, and :
exceeding 0.5 m² in laid in overlapping insulation shall state
B
area. rows, and are usually the materials used,
square or rectangle. locations, number and UI
thickness of coatings L
or layers. DI
N
G
ADDITIONAL
DESCRIPTION RULES
1 Roofing work 5 Roofing ancillaries 1 Eaves and verges m C4 A5
2 Fascia m Items for roofing Item description for
3 Flashing m ancillaries, flat/ roofing ancillaries
4 Kerbs m profiled sheet shall state the work
5 Hood nr components and tile to be covered, the
6 Roof ventilators nr components shall be type of materials, the
7 Soaker nr deemed to include size and the
6 Flat sheet 1 Crank and upstand m forming holes, cutting thickness.
components 2 Ridge, hip, m and making good for
7 Profiled sheet and vertical services.
components angle capping
3 Roof light and nr C5
special sheets Items for roofing
4 Transparent sheet nr ancillaries, flat/
5 Ventilator sheet nr profiled sheet
6 Sheet with nr components and tile
soaker flanges component shall be
7 Ridge ventilator nr deemed to include
preparing surfaces,
8 Tiles components 1 Valley m
forming joints, mitres,
2 Mitred hips m
angles, fillets, built-up
3 Mitred vertical angles m
edges, overlaps and
4 Ridge and hip m
laying to cambers or
capping
falls.
5 Vertical angle m
6 Saddles nr
7 Glass tiles nr
2 Roofing work 1 Gutters and 1 Gutters m M4 D5 C6 A6
downpipes 2 Fittings to gutters nr Lengths of gutters Fittings to gutters shall Items for gutters and Item description for
3 Downpipes m and downpipes shall include bends, angles, downpipes shall be gutters and downpipes
4 Fittings to nr be measured along stop ends, and outlets. deemed to include shall state the type,
downpipes their centre lines and Fittings to downpipes fixing and supply of principal dimensions,
shall include lengths shall include bends, fixing components. and materials of the
occupied by fittings, swan necks, shoes, components.
with no allowance for and roof outlet, fixed
laps. directly to downpipes.
3 Waterproofing 1 Asphalt 1 Sloping m2 M5 D6 C7 A7
2 Bituminous 2 Horizontal m2 The areas measured Sloping: Angle of Items for Item description for C
3 Sheet metal 3 Vertical m2 for waterproofing and inclination from the waterproofing and waterproofing and
L
4 Waterproofing 4 Surfaces of width m sheet lining membrane horizontal is 5° - 80°. sheet lining sheet lining membrane
sheeting not exceeding
A
shall be those of the membrane shall be shall state the
5 Waterproof coating 300mm surfaces covered. No D7 deemed to include materials used, and the S
6 Rendering in 5 Isolated group nr deduction from the Horizontal: Angle of preparing surfaces, number and thickness S
ordinary cement of surfaces not areas measured shall inclination from the forming joints, of coatings or layers M
My :
mortar exceeding 1 m² be made for holes horizontal is 0° - 5°. overlaps, mitres, and method of
CE
SM
7 Rendering in 6 Lining to other nr and openings in the angles, fillets, built-up application as per B
M2 waterproof cement stated fixtures waterproofed surfaces D8 edges, and laying to manufacturer’s UI
| mortar each not exceeding 0.5 Vertical: Angle of falls or cambers. instructions. L
8 Sprayed or m² in area. inclination from the DI
brushed horizontal is 80° - 90°. N
waterproofing G
| DESCRIPTION RULES
Enginee
My 3 Waterproofing A8 ring
CE Item description Standard
SM for isolated groups Method
M2
of surfaces shall of
identify the work to Measure
ment ̵
be waterproofed and Second
its location shall be so Edition
stated.
(My
4 Sheet lining 1 Butyl rubber M6 CES
membrane 2 Ethylene propylene Isolated groups of
monomer rubber surfaces of different
MM2
3 PVC shapes or dimensions )
4 Polypropylene shall be measured as
5 Polyethylene separate items.
6 Polyurethane
7 Proprietry system
5 Windows and 1 Timber 1 Windows sub- nr D9 C8 A9
doors 2 Metal frames All fire-rated doors Items for windows Item description for
3 Plastic 2 Windows nr shall be obtained and doors shall be windows and doors
3 Doors sub- nr from approved deemed to include shall identify the shape,
frames or lining manufacturers and fixing, supply of fixing size and type.
sets nr in compliance with components, and
4 Door leaf nr Jabatan Bomba dan drilling or cutting of A10
5 Ironmongery nr Penyelamat Malaysia associated work. Item description for
6 Anti-vermin netting nr or by other relevant windows and doors
7 Screens and governing authorities. C9 shall state glazing
borrowed lights nr Items for windows requirements.
8 Roof lights D10 and doors shall be
Hinges, door closers, deemed to include A11
locks, and handles all associated glazing Item description for
shall be classed as work as expressly ironmongery shall state
ironmongery. required. the materials, type and
design.
C10
All necessary fixing
with screws to match
the ironmongery
C
shall be deemed to
L
be included with the
items. A
S
C11 S
All locks deemed to be M
supplied with master :
keys and keys. B
UI
L
DI
N
G
ADDITIONAL
DESCRIPTION RULES
6 Glazing 1 Glass m2 D11 A12
2 Glass in large panes m2 Panels which exceeded Item description for
3 Special glass nr 4 m² shall be classed glazing shall state the
4 Hermetically sealed nr as glass in large materials, their
units panes. nominal thickness, the
5 Mirrors nr method of glazing and
6 Patent glazing nr D12 the method of securing
The following materials the glass and
used in glazing shall incidental metal work
be classed as special supporting patent
glass: glazing.
a) glass whose A13

thickness Item description for
exceeds 10 glazing shall state work
mm which is curved or
faceted.
b) non-rectangular
panes of glass. A14
Item description shall
c) toughened, state the construction
laminated, of hermetically
solar control sealed units.
and other
speciality A15
glass. Item description
for special glass,
d) acrylic, polycarbonate hermetically sealed
and similar units, mirrors and
materials. patent glazing shall
state the shape
and size of panes.
7 Finishes 1 Floor finishes 1 Tiles m2 M7 C12 A16
2 Cement and m2 No deduction from Items for floor Item description for
sand screed areas of finishes shall finishes, wall finishes finishes shall state the
3 Granolithic m2 be made for holes and and skirting to floor materials and thickness.
4 Wash aggregates m2 openings each not shall be deemed to
5 Carpet m2 exceeding 0.5 m² in include fixing, supply A17 C
6 Vinyl m2 area. of fixing components, Item description for L
7 Floor hardener m2 and drilling or cutting carpet shall state the A
8 Timber laminate m2 of associated work. knot density.
S
2 Skirting 1 Tiles m S
2 Timber m C13 A18
Items for floor Item description for M
My 3 Concrete m
finishes, wall finishes skirting to floor shall :
CE 3 Wall finishes 1 Tiles m2 B
SM 2 Cement and and skirting to floor state the height.
m2
M2 shall be deemed to UI
sand plasterings
| 3 Granolithic m2 include preparing A19 L
4 Wash aggregates surfaces, forming Item description for DI
m2
5 Spray tiles joints, mitres, angles, prefabricated panels N
m2
6 Prefabricated panel m2 fillets, built-up edge shall state the size and G
and laying to cambers number of panels.
or falls.
| DESCRIPTION RULES
Enginee
My 7 Finishes 4 Ceiling finishes 1 Skim coating m2 C14 A20 ring
CE 2 Rendering m2 Items for floor Item description for Standard
SM 3 Suspended ceiling m2 finishes, wall finishes suspended ceiling shall Method
M2
4 Cornices m and skirting to floor state the type and of
5 Access panels nr with tiles shall be material of support Measure
ment ̵
deemed to include system and material of Second
cement mortar screed ceiling. Edition
where applicable.
(My
A21
C15 Item description for CES
Items for ceiling access panel in ceiling MM2
finishes shall be shall state the overall )
deemed to include any dimensions.
temporary staging
required.
C16
Items for suspended
ceilings shall be deemed
to include associated
primary support or
hanger systems.
C17
Items for ceiling shall
sloping ceiling.
8 Floor and wall 1 Wall partitions 1 Solid m2 M8 C18 A22
system 2 Full board m2 The length measured Items for wall Item description for
3 Half board with m2 for wall partitions shall partitions shall be wall partitions shall
fixed glass exclude the length of deemed to include state the materials,
4 Cubicle sets nr voids which extend to fixing, supply of fixing finishes and finished
the full height of the components, and thickness.
partition. drilling or cutting of
associated work. A23
C19 cubicle sets shall state
Items for wall partitions the overall dimensions. C
shall be deemed to L
include forming holes, A
cutting and making
S
good for services.
S
2 Raised access floor m2 D13
M
Item for raised access
:
floor refers to a false
floor raised from the B
ground to serve as UI
an accessible floor L
system for the laying of DI
flooring services such N
as power lines and G
cables.
CLASS N
PAINTING WORK
MyCESMM2 | 91
CLASS N: PAINTING WORK MEASUREMENT RULES DEFINITION RULES COVERAGE RULES an Civil
| DESCRIPTION RULES
Enginee
My M1 D1 C1 A1
CE No deduction from Metal other than Items for painting shall Item description for Standard
SM the areas measured metal sections and be deemed to include painting shall state the Method
M2 Painting for structural metalwork (included in Class L:
shall be made for pipework shall include preparation of surfaces material used, number of
Metalwork). Painting to gantries (included in Class R: Roads and holes and openings in miscellaneous metal before painting, of coats, and whether Measure
ment ̵
pavings). the painted surfaces work. including all necessary it is for internal or Second
each not exceeding 0.5 temporary staging. external surfaces. Edition
m² in area.
(My
C2 A2
Items for painting shall Item description for CES
be deemed to include preparation of surfaces MM2
the application of base shall be identified and )
primer/sealer required stated where more
before painting the than one type of
subsequent coats. preparation is specified
for the same surface.

1 Oil paint 1 Metal other than 1 Surfaces of m2 M2 D2 C3 A3
2 Alkyd gloss paint metal sections members: Isolated groups of Concrete formed using Items for painting of Item description for
3 Emulsion and pipework exceeding 300 mm surfaces of different Class F1 formwork shall metal shall be deemed isolated groups of
paint or 2 Timber girth m shape or dimensions be classed as rough to include painting the surfaces shall identify
acrylic paint 3 Smooth surfaces 2 Surfaces of shall be measured as surfaces and concrete surfaces of connecting the work to be painted
4 Cement paint members: separate items. formed using Classes F2 plates, brackets, rivets, and its location.
5 Epoxy or not and F3 shall be classed bolts, nuts and similar
polyurethane paint exceeding nr as smooth surfaces. projections.
6 Bituminous or coal 300 mm girth
tar paint 3 Isolated groups D3 C4
7 Chlorinated rubber of surfaces Smooth concrete Items for painting C
paint surfaces and plastered of timber shall be
L
8 Fire resistance paint surfaces shall be classed deemed to include
as smooth surfaces. painting the surfaces of
A
recesses, projections, S
D4 and fittings. S
Rough concrete N:
surfaces and rendered P
surfaces shall be AI
classed as rough N
surfaces. TI
N
G
W
ADDITIONAL
DESCRIPTION RULES
1 Oil paint 4 Rough surfaces 1 Surfaces of m2 M3 C5
2 Alkyd gloss paint 5 Masonry members: In calculating the Items for painting
3 Emulsion 6 Brickwork and exceeding painted area of of pipework shall be
paint or blockwork 300 mm girth m metal, the presence deemed to include
acrylic paint 2 Surfaces of of connecting plates, painting the surfaces of
4 Cement paint members: brackets, rivets, flanges, valves, other
5 Epoxy or not bolts, nuts and projecting fittings and
polyurethane paint exceeding nr similar projections, hangers.
6 Bituminous or coal 300 mm girth and inner surfaces of
tar paint 3 Isolated groups openings and outer
7 Chlorinated rubber of surfaces edges shall be
paint ignored.
8 Fire resistance paint
7 Metal sections m2 M4
8 Pipework m2 The area measured
for painting pipework
shall be the length
multiplied by the girth
of each length of
pipe or lagged pipe
with no deductions or
additions for flanges,
valves, other projecting
fittings and hangers.
C
L
A
S
S
N:
My
CE P
SM AI
M2 N
| TI
N
G
W
(MyCESMM2)
94 | MyCESMM2
CLASS O
PIPEWORK
MyCESMM2 | 95
CLASS O: PIPEWORK MEASUREMENT RULES DEFINITION RULES COVERAGE RULES an Civil
| DESCRIPTION RULES
Enginee
My C1 A1
CE Items for pipework Item description for Standard
SM and the associated pipework shall identify Method
M2 Steel pipe piles (included in Class H: Piling work).
work shall be deemed separately work which of
Pipes and ducts built into brickwork (included in Class J: Brickwork, to include supply and is expressly required Measure
blockwork and masonry). ment ̵
laying or installation. to be carried out Second
Valve chambers and thrust blocks (included in Class I: Concrete work). manually. Edition
Pipe reinstatements works (included in Class P: Pipe rehabilitation work). (My
CES
1 Depth: Not
MM2
1 Excavation 1 Trench in earth m M1 D1 C2 A2
exceeding 1.5 The depth used for )
Length of trench Items for trench Item description for
m m excavation shall be classification of trench excavation shall be excavation shall identify
2 Depth: 1.5 m - 2.0 m measured along the excavation shall be deemed to include the commencing
m m centre line of the measured from the preparation of surfaces, surface of each item
3 Depth: 2.0 m - 2.5 m pipeline. commencing surface to multiple handling, for work involving
m m the inverts of the pipes. disposal of surplus excavation which the
4 Depth: 2.5 m - 3.0 m M2 excavated material commencing surface is
m Length of trench D2 (including unsuitable also the original surface.
5 Depth: 3.0 m - 4.0 m excavation shall be Unless otherwise material), upholding
m measured through expressly required, the sides of excavation, A3
6 Depth: 4.0 m - 5.0 and include any space nominal width of the allowance for working Item description for
m occupied by valves trench shall be the space, backfilling, excavation shall state
7 Depth: 5.0 m - 6.0 (except those in nominal diameter of and removal of dead where more than
m chambers) and fittings. the pipe or of the services. one pipe is expressly
8 Depth: larger pipe if laid one required to be laid in
Exceeding 6.0 m above the other, plus one trench and also
500 mm. identify the pipe runs.
Where pipes are laid
side by side, the A4
nominal trench width Item description for
shall be the sum of all trench excavation shall
2 Extra over 1 Rock m3 M3 the internal diameters C3 state the pipe diameter
2 Natural hard m3 Excavation in rock, and spacing between Items for excavation in and location.
material m3 natural and artificial the pipes, plus 500 roads and pavements
3 Artificial hard hard material, and mm. shall be deemed to
material m3 unsuitable materials include road cutting and
4 Unsuitable materials m2 shall be measured as reinstatement.
5 Roads and the volume of the
pavements respective item removed
within C
the limits of trench L
excavation. A
S
S
O
:
PI
P
E
ADDITIONAL
DESCRIPTION RULES
1 Excavation 3 Manhole and 1 Earth m3 M4 D3 C4 A5
chamber 2 Rock m3 An isolated volume of Earth shall be deemed Extra over excavation Item description for
3 Natural hard m3 rock or natural hard to be materials other shall be deemed to roads and pavements
material m3 material and artificial than topsoil, natural include for breaking up shall state thickness.
4 Artificial hard hard material occurring hard material, rock, rock, natural or artificial
material m3 within the trench artificial hard material hard materials when it
5 Unsuitable materials m2 excavation shall not be or unsuitable material, occur.
6 Roads and measured separately, unless otherwise stated
pavements unless its volume in the item description. C5
exceeds 0.25 m³. Items for trench
D4 excavation shall be
M5 Extra over item is deemed to include
Excavation shall be measured as extra reinstatement of original
measured as excavation and above excavation surface unless covered
in earth to stated depth measured in earlier by separate items in
and another item for item. this class.
extra over breaking up
rock.
C6
M6 Items for trench
Excavation in roads excavation shall be
and pavements shall deemed to include
be measured vertically excavation for bedding
from the nominal trench if applicable.
width for pipes and up
to the external surfaces C7
for manholes and Items for trench
chambers. excavation shall be
deemed to include
M7 excavation for trust
Volume of excavation blocks and anchor
for manholes and blocks.
chambers shall be
measured vertically
between their external
surfaces or extended
base and the limits of
trench excavation.
M8
The volume of extra
over excavation and C
backfilling for pipe laying L
in headings, in thrust A
My boring and pipe jacking
S
CE shall be measured by
SM multiplying together the
S
M2 internal cross-sectional O
| area of pipe and the :
length of the material PI
excavated or backfilled. P
Packing in headings E
shall not be measured.
| DESCRIPTION RULES
Enginee
My 2 Below ground 1 River, stream, nr M9 D5 C8 A6 ring
CE crossings culvert or canal Below ground River, stream, culvert, Items for below ground Item description Standard
SM width: crossings shall be and canal crossings crossings shall be for below ground Method
M2
1m-3m nr measured as extras shall be classified by deemed to include crossings shall state of
2 River, stream, to items for pipes in their widths measured reinstatement, unless where existing linings to Measure
ment ̵
culvert or canal trenches. along pipe, duct or otherwise stated. rivers, streams, culverts Second
width: nr culvert centre line or canals are to be Edition
3 m - 10 m M10 when the water surface broken through and
3 River, stream,
(My
Below ground is at the higher level of reinstated and the type
culvert or canal nr crossings of streams fluctuation. of lining. CES
width: exceeding 10 nr shall be measured MM2
m nr only where their width A7 )
4 Fence nr exceeds 1 m. Item description
5 Sewer or drain for below
6 Wall M11 ground
7 Other stated River, stream, crossings shall state
underground culvert, and canal the diameter and
services crossings exceeding method of excavation.
10 m in width shall
be measured where
special pipe laying
methods are not used.
3 Backfilling, bedding, 1 Backfilling 1 Sand m3 M12 C9 A8
support and 2 Selected excavated m3 Backfilling of trenches Items for concrete Item description for
protection suitable materials with excavated material shall be deemed to backfilling, bedding,
3 Imported materials m3 shall not be measured. include formwork support and protection
4 Mass concrete m3 and reinforcement shall state the type and
5 Reinforced concrete m3 M13 as applicable. dimensions.
The volume of
backfilling in pipe
trenches shall
be calculated by
multiplying the average
depth by the length of
backfill placed by the
nominal trench width
less volume occupied by
the pipe.
2 Beds 1 Sand m A9
3 Surround 2 Selected excavated m Item description for
4 Haunches suitable materials bedding shall state the C
3 Imported materials m pipe nominal diameter. L
4 Mass concrete m A
5 Reinforced concrete m A10 S
bed, haunches and
O
surrounds shall state
:
the depth and material
used. PI
P
E
ADDITIONAL
DESCRIPTION RULES
3 Backfilling, bedding, 5 Wrapping and m A11
support and lagging Item description for
protection 6 Concrete stools and nr bed, haunches and
thrust blocks surrounding to multiple
7 Other isolated pipe nr pipes shall state the
supports number of pipes and
maximum nominal
distance between the
inside faces of the
other pipe walls.
4 Pipes 1 Sewerage 1 Vitrified clay m M14 C10 A12
2 Water supply 2 Reinforced concrete m Lengths of pipes shall Items for pipes shall Item description for
3 Other pipe works 3 Ductile iron m be measured along be deemed to include pipes shall state the
4 Unplasticised m their centre lines supply, and laying or shape, joint types,
polyvinyl chloride between straight installation. nominal pipe diameter,
5 Stainless steel m specials, fittings or internal and external
6 Polyethylene m fittings connected to C11 lining or protection
7 Mild steel m manholes and Items for pipes shall be requirements and
8 Galvanised steel m chambers for pipes of deemed to include all reference given to
diameter more than wrapping, lining, and applicable Malaysian or
100 mm. lagging as required. other relevant standard.
M15 C12 A13

5 Pipes 1 Glass reinforced m Length of pipes Items for pipes shall Item description for
plastic entering sewerage be deemed to include pipes in steel shall state
2 Concrete/cement m
manholes and other pipe cutting where the type (mild or carbon
lined chambers shall be applicable, unless steel) and the grade.
3 HDPE m
measured to the inside otherwise stated.
4 Acrylonitrile m
surface of the
butadiene chambers, except that C13
styrene m
pipes and fittings Items for pipes of
5 Oriented
comprising backdrops diameters less than 100
unplasticised shall be included in the mm shall be deemed to
polyvinyl chloride items for manholes. include fittings, valves
and joints.
6 Fittings, valves and 1 Straight specials 1 Plain ended nr M16 D6 C14 A14
joints 2 Plain and nr Fittings, valves and A straight special is a Items for straight Item description for
flange ended joints of diameter less length of pipe either specials shall be fittings, valves and
3 Flange ended nr than 100 mm shall not cut to length or made deemed to include joints shall state the
4 Plain ended with nr be measured. to order. cutting. material, nominal
puddle flange diameter, joint type C
5 Plain and nr M17 D7 and pressure rating. L
flange ended Straight specials Straight specials
A
My with puddle shall be measured and joints on pipes A15
S
CE flange nr only where they are of different nominal
SM 6 Flange ended with expressly required diameter shall be straight specials shall S
M2 puddle flange classified according to state the length and O
| the nominal diameter location of flanges :
of the largest pipe. including puddle PI
flange. P
E
0| DESCRIPTION RULES
Enginee
My 6 Fittings, valves and 2 Fittings 1 Bends nr M18 A16 ring
CE joints 3 Fittings special 2 Junction and nr Fittings, valves and Item description for Standard
SM branches joints comprising fittings and fittings Method
M2 3 Tapers nr backdrops to manholes special shall state the of
4 Bell mouths nr shall be included in the nominal diameter, angle Measure
ment ̵
5 Blank flanges nr items for manhole. and type. Second
6 Duckfoot bend nr Edition
7 Hydrants nr A17
(My
8 Tapping saddle Item description for
tapers shall state the CES
principal dimension MM2
and nominal diameter )
of the main pipe and
the reduce pipe.
A18
junction and branches
shall state tee, wye,
flanges, sockets and
flange branch types.
4 Valve 1 Linear motion valve nr D8 C15 A19
2 Rotary motion valve nr Linear motion valve is Items for valve shall ltem description for
3 Quarter turn valve nr the closure member be deemed to include type of valve,
4 Special valve nr moves in a straight reduction gears where penstock and actuator
5 Penstock nr line throttle the flow applicable shall state mode of
6 Actuator nr such as needle, globe, operation, location to
sluice, fixed cone valve C16 be installed,
etc. Items for valve shall specification, material,
be deemed to include size and capacity
D9 all supply, jointing, designed.
Rotary motion valve couplings, flange,
is the closure member bolting, washers, and
travel along an angular gaskets including make
or circular path such as good all joint.
gate valve.
D10 C17
Quarter turn valve is Items for actuator shall
the valve that required be deemed to include
quarter turn motion valve where expressly
such as butterfly, ball required. C
valve etc. L
A
D11 S
Special valve is a valve S
that the operation is O
assisted by the special :
medium such as air PI
or pressure or valve
P
operated by itself.
E
ADDITIONAL
DESCRIPTION RULES
6 Fittings, valves 5 Joints 1 Welded collar joints nr M19 D12 C18
and joints 2 Welded slip joints nr Joints shall be Mechanical coupling Items for joints shall
3 Butt welded joints nr measured separately, shall mean normal be deemed to include
4 Mechanical coupling nr unless otherwise mechanical coupling thrust block and supply
joints expressly stated. and stepped mechanical of all jointing materials,
5 Flange adaptor joints nr coupling. bolts, nuts, washers,
6 Expansion joints nr gaskets, making good of
7 Push-on collar joints nr joints both internally
8 Push-on slip joints nr and externally as
expressly required.
C19
Items for welded
6 Joints 1 Stepped coupling nr collar joints and
2 Universal coupling nr welded slip joints shall
welding to the internal
of the pipe and air
testing of joints as
expressly stated.
7 Flow meter/bulk nr A20
meter Item description for
flow meter shall state
the diameter and type.
7 Special pipe laying 1 In heading 1 Jacking pit nr M20 D13 C20 A21
method 2 Thrust boring 2 Receiving pit nr Special pipe laying Pipe made with Items for special Item description for
3 Pipe jacking 3 Pipe sleeve m methods shall be reinforced concrete as pipe laying methods special pipe laying
4 Microtunneling 4 Composite pipe m measured only where the external shell and excluding submarine methods shall identify
5 Utility pipes in m they are expressly pipe from O4** and pipe laying shall be the material and
pipe sleeves required. O5** shall be classed deemed to include nominal diameter, and
6 Pressure grouting m3 as composite pipe. mobilisation and the run of pipes.
5 Controlled 1 Horizontal m demobilisation.
drilling directional drilling A22
2 Impact molling m C21 Item description for
Items for special pipe pipe sleeves and
laying methods shall composite pipe shall
6 Submarine pipe 1 Bathymetric survey m be deemed to include state the type of
laying 2 Sub-sea m excavation, sheet piles, material, diameter and
geophysical survey shoring, and backfilling. the class.
3 Mobilisation and sum
demobilisation C22 A23
4 Provision of winch sum C
Items for sub-sea Item description for L
equipment geophysical survey slip lining shall state
5 Trenching m A
My m shall be deemed to diameter, the
6 Concrete cladding S
CE include report by a minimum finished
SM to pipes geophysicist. internal size, type of S
7 Pipes laid by m O
M2 lining, its thickness or
| float and sink grade. :
8 Pipes laid by bottom m
10 PI
1 pull P
E
Enginee
My 7 Special pipe laying 7 Submarine pipe 1 Pipes laid by lay m C23 A24 ring
CE method laying barge Items for pipe sleeves Item description of Standard
SM 2 Tie in to land pipes sum and composite pipe pipe jacking pit shall Method
M2 3 Swabbing and m shall be deemed to state pit size and of
gauging include excavation depth of 2 m stages. Measure
ment ̵
4 Inspection by divers sum within the pipe. Second
A25 Edition
(My
special jacking method
to be stated. CES
MM2
)
8 Slip lining m A26
slip lining shall state
the offset where the
lining is curved to
an offset which
exceeds 35 mm per
metre.
8 Miscellaneous work 1 Sewer manholes 1 Brick nr D14 C24 A27

2 Chamber 2 Brick with backdrop nr The depth of manholes Items for manhole Item description for
3 Reinforced in nr shall be measured shall be deemed to manhole shall state
situ concrete from the top of covers include all items of type or mark numbers
4 Reinforced in nr to channel inverts or metalwork and and depth where
situ concrete the top of base slabs, pipework, benching, details are expressly
with backdrops whichever is lower. plastering, painting, and given. Manholes with
5 Precast concrete nr excavation which occur backdrops shall be so
6 Precast concrete nr within or at the surface described.
with backdrops of the item.
C25 A28
Items for brick Item description for
manholes shall be manholes shall state
deemed to include types and loading
blinding, reinforced duties of manhole
concrete base and top covers.
slabs.
C
C26 L
Items for manhole A
with backdrops shall S
be deemed to include S
the pipework and O
associated fittings :
comprising the PI
backdrops. P
E
ADDITIONAL
DESCRIPTION RULES
8 Miscellaneous work 3 Testing and 1 Testing of m M21 C27 A29
inspection gravity sewer The unit of Items for testing and Item description for
2 Testing of m measurement for items inspection shall be testing and inspection
vacuum sewer O831 to O836 can be deemed to include shall state the material
3 Pressure and m measured in sum where provision and removal and diameter of pipe to
leakage applicable. of all equipment and be tested.
testing m ancillaries required for
4 Flushing and testing.
sterilising m
5 Close circuit C28
television inspection nr Items for testing of
6 Radiographic test sum gravity sewer shall
7 Holiday detector test sum be deemed to include
8 Ultrasonic test provision of all water
required for testing.
C29
Testing of gravity
sewer shall be deemed
to include testing by
infiltration as required.
C30
Items for pressure
and leakage testing
shall be deemed to
include provision of all
water required for
testing.
C31
Items for flushing
and sterilising shall
chemicals and provision
of water.
C32
Items for holiday
detector test and
ultrasonic test
shall be deemed to C
include provision of L
equipment, testing and A
My maintenance. S
CE
SM S
M2 O
| :
10 PI
3 P
E
Enginee
My 8 Miscellaneous work 4 Temporary diversion 1 Temporary diversion sum C33 A30 ring
CE of existing utilities Items for temporary Item description for Standard
SM 2 Temporary diversion sum diversion shall be temporary pumping Method
M2 of sewage flows deemed to include over of sewage flows of
shall state the pipe Measure
coordination with
ment ̵
relevant authorities, and manhole sizes Second
provision and removal and the distance Edition
of all equipment and between manholes.
(My
ancillaries required
including pumping CES
over. MM2
5 Connections to 1 Existing manhole nr D15 C34 A31 )
existing sewer 2 Manhole nr Manhole junction Items for connections Item description for
system junction typical detail shall be as to existing sewer connection to existing
connection nr per MSIG. system shall be sewer system shall
3 Sewer deemed to include state existing material,
saddle nr coordination with pipe and manhole sizes.
connection authorities, payment
4 New manhole of fees, isolations for
shutdown of flows and
dewatering.
C35
Items for new manhole
shall be deemed to
include breaking away
of existing sewer pipe
as required, and all
pipework and metalwork
within the manhole.
6 Connection to 1 Hot nr C36 A32
existing water mains tapping Items for shut down Item description for
connection nr connection shall be connection to existing
2 Line stopping nr deemed to include water main shall state
3 Shut down coordination with the material and sizes of
connection authorities, payment the existing pipe to be
of fees, isolations for connected.
shutdown of flows,
and dewatering.
7 Pipework ancillaries 1 Marker posts nr C37 A33
2 Ring girder nr Items for marker post, Item description for ring C
3 Pipe strap nr ring girder, pipe straps, girder, pipe strap, and L
4 Spike guard nr and spike guards shall spike guard shall state A
be deemed to include the type of material and S
supply and installation, diameter of pipe. S
including painting. O
8 Water sampling nr C38 :
station Water sampling station PI
shall be deemed to P
include connection to
E
the mains.
CLASS P
PIPE
REHABILITATION
WORK
MyCESMM2 | 105
CLASS P: PIPE REHABILITATION WORK MEASUREMENT RULES DEFINITION RULES COVERAGE RULES an Civil
Enginee
My Measurement covered under other classes: M1 C1 A1 ring
CE The lengths of sewers Items for work which Item description shall Standard
SM shall be measured is expressly required state the location of Method
New manhole and pipework (included in Class O: Pipework).
M2 along their centre to be carried out by work in each item or of
New fittings and valves used in pipe rehabilitation works (included in lines between the excavation shall be group of items. Work Measure
Class O: Pipework). ment ̵
inside surfaces of deemed to include can be identified Second
Extras to excavation and backfilling for new manhole and other manholes but exclude preparation of by reference to the Edition
chambers (included in Class O: Pipework). lengths occupied surfaces, disposal of drawing.
(My
by pipes and fitting excavated materials,
comprising backdrops upholding sides of A2 CES
to manholes. excavation, backfilling Item description shall MM2
and removal of dead state the principal )
M2 services. dimensions and
Where work is profiles of sewer.
expressly required C2
to be carried out by Items for work which A3
excavation, crossing, is expressly required Item description
reinstatement and to be carried out by shall state work
other pipework excavation shall be which is expressly
ancillaries and deemed to include required to be
extras to excavation preparation of carried out manually
and backfilling shall surfaces, disposal of or by remote
be measured in excavated material, controlled.
Class O. upholding sides
of excavation, A4
backfilling, and Item description
removal of dead shall identify work
services. which is expressly
required to be
carried out
by excavation and
(except for manholes)
shall state the C
maximum depth of L
excavation in stages A
of 1 m measured to S
the invert level of S
sewer or water P:
mains.
PI
A5 P
Item description E
for preparation, R
stabilisation, E
renovation and H
laterals shall state the A
material forming the
BI
existing sewer or water
main.
LI
T
A
TI
ADDITIONAL
DESCRIPTION RULES
1 Rehabilitation of 1 Cleaning m M3 D1 C3 A6
existing pipework Lengths of pipeworks Items shall be Items for surveys shallItem description for
system shall be measured classed as removal be deemed to include pipework shall state
along their centre of intrusions where report by licensed the location of the
lines between the intrusions into the surveyor. work in each item or
inside surfaces of bores of existing group of items, so that
manholes/ chambers pipework are to be C4 it can be identified
but shall exclude removed prior to Items for cleaning shall by reference to the
lengths occupied by renovation. be deemed to include drawings.
pipes and fittings pre-cleaning.
comprising backdrops D2 A7
2 Removal of 1 Lateral bore nr to manholes. The areas stated in the C5 Item description
intrusions n.e 150 mm item description for Items for local internal for pipework shall
2 Laterals bore nr M4 local internal repairs repairs shall be state the principal
exceeding 150 mm External grouting shall be the finished deemed to include dimensions and pipe
3 Other stated nr shall be measured surface areas. cutting out. profiles.
artificial only where grouting
intrusions is expressly required D3 C6 A8
to be carried out as External grouting shall Items for cleaning shall Item description for
a separate operation be grouting of voids be deemed to include surveys shall state type
from annulus grouting. outside the existing temporary structure and copies required.
pipework from within and removal after
the existing pipework completion
other than voids
grouted in the course
of annulus grouting.
3 Surveys 1 Closed-circuit m M5 D4 C7 A9
television The volume measured Annulus grouting shall Items for removal of Item description for
for annulus grouting be grouting of the intrusions shall be removing intrusions
shall not include the annular voids between deemed to include shall state the materials
volume measured for new lining and existing making good. forming the intrusion.
external grouting. pipework and of other
voids grouted in the C8 A10 C
course of grouting Items for pipe joint Item description for L
4 Pipe joint sealing 1 Materials and m annular voids. sealing shall be pipe bursting shall A
diameter stated deemed to include state the pipe S
preparation of joints. diameter. S
P:
A11 PI
Where external P
grouting is E
carried out through
5 Local internal m2 pipe joints, R
repairs description of items for E
My H
the number of holes
CE
shall be so stated. A
SM
M2 BI
| LI
6 Pipe bursting m
10 T
7 A
TI
Enginee
My 1 Rehabilitation of 7 External grouting 1 Number of holes nr A12 ring
CE existing pipework 2 Injection of grout m3 Item description for Standard
SM system and materials cured in place lining, Method
M2 stated in situ jointed pipe of
lining, segmental lining Measure
ment ̵
and stated proprietary Second
lining shall state the Edition
type of lining material,
(My
its minimum finished
internal size, diameter CES
and its thickness or MM2
grade. )
A13
8 Pipework 1 Cured in place lining m
2 In situ jointed m
in situ jointed pipe
pipe lining
m lining and segmental
3 Segmental lining
lining shall state the
4 Stated proprietary m
offset where the lining
lining
m2 is curved to an offset
5 Gunite coating
m3 which exceeds 35 mm
6 Annulus grouting
per metre.
A14
Item description
for gunite coating
shall state
thickness.
2 Rehabilitation of 1 Abandonment of nr
existing manholes existing manholes
2 Modification/ 1 Identification nr C9 A15
Alteration of of lost manhole Items for abandonment Item description
manholes 2 Raise-up manhole nr of existing manholes for rehabilitation of C
3 Replace of nr shall be deemed to existing manholes shall L
manhole cover include sealing off state the details of A
4 Reinstatement nr the ends of existing work required. S
pipework, breaking S
down of top of P:
manhole to flush with PI
existing ground and P
backfilling.
E
3 Rehabilitation 1 Marker posts nr C10 A16 R
ancillaries of work 2 Ring girder nr Items for marker Item description for E
3 Pipe strap nr post, ring girder, ring girder, pipe strap, H
4 Spike guard nr straps, and spike and spike guard shall A
5 Water sampling nr guards shall be state the type of BI
station deemed to include material and diameter
LI
6 Special treatment sum supply and installation, pipe.
T
of sludge including painting.
A
TI
ADDITIONAL
DESCRIPTION RULES
3 Rehabilitation C11 A17
ancillaries of work Items for water Item description
sampling station shall for rehabilitation
be deemed to include ancillaries work shall
connections to the state detail of the
mains. works.
A18
Item description
for water sampling
station and special
treatment of sludge
shall state details
and descriptions that
can be identified
by reference to the
drawings.
4 Desilting 1 Desludging, 1 Mechanical system sum D5 C12 A19

dewatering and 2 Non mechanised sum The treatment for wet Items for desludging, Item description shall
disposal works 3 Tanker sum sludge for desilting dewatering and identify where special
works shall be disposal shall be treatment of sludge is
conducted until dry deemed to include expressly required in
sludge has achieved submission of monthly desilting works.
a minimum of 20% effluent
dry solid content to test result and
the existing pond bed laboratory test for
level. moisture content
during the desilting
works.
2 Special treatment of 1 Composting of sum D6 C13 A20

sludge cake sludge cake Only supernatant water Desilting works Item description for C
(clear water portion) shall be deemed to desilting works shall L
shall be pumped for include desludging state the estimated A
discharge. and dewatering of wet sludge volume, S
sludge disposal to range of solid S
D7 contractors’s own content, desilting P:
Limit of the desilting approved site including method, identify PI
works for pond shall be transportation, loading, sludge disposal site. P
approximately 100mm unloading, dump site
E
from the bed level of maintenance, removal A21
R
pond. or preservation of
identified under water desilting works for E
My H
CE D8 life and cleaning works mechanical equipment
Desilting works for after completion. ie tanks, chambers A
SM
M2 structure other than and pumps shall state BI
| pond, full desludging the method for LI
10 works shall be carried cleaning works i.e. T
9 out. water jetting. A
TI
Enginee
My 4 Desilting A22 ring
SM desilting works for Method
M2 mechanical equipment of
ie tanks, chambers and Measure
ment ̵
pumps shall state the Second
size of the equipment. Edition
(My
5 Interruptions 1 Preparation of hr M6 CES
existing Interruption shall be MM2
sewer hr measured only
2 Stabilisation of where a minimum
)
existing capacity is expressly
sewers required
and for periods of time
during normal working
hours when the flow
in the sewer exceeds
the installed pumping
capacity and work is
interrupted.
3 Renovation of 1 Cured in place lining hr D9 A23
existing sewers 2 In situ jointed hr Annulus grouting shall Item description for
pipe lining be grouting of the in situ jointed pipe
3 Segmental lining hr annular voids between lining and segmental
4 Stated proprietary hr new lining and existing lining shall state the
lining pipework and of other offset where the lining
5 Gunite coating hr voids grouted in the is curved to an offset
6 Annulus grouting hr course of grouting which exceeds 35 mm
annular voids. per metre.
4 Work on lateral hr C
to renovated L
sewers hr A
5 Work on manhole S
6 Reinstatement 1 Landscaping sum
S
C14 A24
2 Roads m2 Items for reinstatement Item description for P:
3 Pavements m2 works shall be deemed to landscaping, road and PI
4 Strip topsoil m2 include connection and to pavement shall state P
from easement match existing work. depth and method. E
and reinstate R
5 Connections to sum E
existing H
manhole and A
chambers sum
BI
6 Connections to LI
existing pipes,
sum T
ducts and culverts
7 Other structure A
TI
CLASS Q
DRAINAGE WORK
MyCESMM2 | 111
CLASS Q: DRAINAGE WORK MEASUREMENT RULES DEFINITION RULES COVERAGE RULES an Civil
Enginee
My Measurement covered under other classes: ring
CE Standard
SM Method
Horizontal and vertical drains (included in Class G: Geotechnical
M2 of
work). In situ culverts, sump and inlet/outlet (included in Class I: Measure
ment ̵
Concrete work). Second
Edition
Brick sidewall for surface drain (included in Class J: Brickwork,
blockwork and masonry). (My
In situ inlet and outlet structures (included in Class I: Concrete CES
work). Foundations for structures (included in Class H: Piling work MM2
)
and
Class I: Concrete work).
1 Excavation 1 Drain trench in earth 1 Depth: Not m M1 D1 C1 A1

exceeding 1.5 The length of drain The depth used Items for excavation Item description for
m m excavation shall be for classification shall be deemed to excavation shall
2 Depth: 1.5 m - 2.0 m measured along the of include preparation identify the
m m centre line of the drain. excavation shall be of surfaces, multiple commencing surface
3 Depth: 2.0 m - 2.5 m measured from the handling, disposal of each item for work
m m M2 commencing surface to of surplus excavated involving
4 Depth: 2.5 m - 3.0 m The length of drain the inverts of the drain. material (including excavation for which the
m m excavation shall be unsuitable material), commencing surface is
5 Depth: 3.0 m - 4.0 measured up to inlet D2 upholding sides of also the original surface.
m and outlet structures, Earth shall be deemed excavation, allowance
6 Depth: 4.0 m - 5.0 and to the sumps. to be materials other for joints, backfilling, A2
m than topsoil, natural and removal of dead Item description for
7 Depth: 5.0 m - 6.0 hard material, rock, services. excavation shall identify
m artificial hard material, separately excavation
8 Depth: or unsuitable material, which is expressly
Exceeding 6.0 m unless otherwise stated required to be carried
in the item description. out by hand.
2 Extra over 1 Rock m3 M3 C2 A3

2 Natural hard m3 Excavation in rock, Items for excavation Item description for
material m3 artificial and natural shall be deemed to excavation shall state C
3 Artificial hard hard material shall include reinstatement the size and type of L
material m3 be measured as the works. drain and culvert.
A
4 Unsuitable materials m2 volume of the respective
5 Roads and S
item removed within C3
pavements the limits of drain Items for excavation in S
excavation. roads and pavements Q
shall be deemed to :
include road cutting and D
reinstatement. R
AI
N
A
G
ADDITIONAL
DESCRIPTION RULES
1 Excavation 3 For inlet and outlet 1 Earth m3 M4 A4
structure 2 Rock m3 An isolated volume of Item description for
4 Sumps 3 Natural m3 rock or artificial hard extra over excavation
5 Culvert hard material occurring shall state the width of
material m3 within the excavation trench.
4 Artificial hard shall not be measured
material m3 separately, unless its A5
5 Unsuitable volume exceeds Item description for
materials m2 0.25 m³. excavation in roads
6 Roads and and pavements shall
pavements M5 state thickness.
Excavation in roads
and pavements
shall be measured
vertically from the
drain excavation width
and up to the external
surfaces, or to the
extended base for
sumps.
M6
Volume of excavation
in sumps shall be
measured between
their external
surfaces, or extended
base, until the limits
of drain excavation.
2 Surface drains 1 Interceptor drain m C4 A6

2 Bench/berm drain m Items for surface Item description for
3 Roadside drain m drains shall be deemed surface drains shall
4 Median drain m to include cement state the material,
5 Toe drain m jointing, sand and type, size, shape and
6 Cascade drain m concrete beddings, the thickness of the C
7 Monsoon drain m shuttering, struts and linings.
L
8 Grass swale m weepholes.
A7
A
unlined surface drains S
shall be so described. Q
My :
CE A8 D
SM Item description for
R
M2 cascade drains
| shall state the
AI
11 location. N
3 A
G
E
Enginee
My 3 Subsurface drains 1 Subsoil drain m C5 A9 ring
CE 2 Outlet drain m Items for subsurface Item description for Standard
SM 3 Drainage blanket m2 drains shall be deemed subsurface drains shall Method
M2 4 Scupper drain m to include geotextiles state the material, type, of
5 Slotted drain m fabric, lining and filter size, shape, spacing, Measure
ment ̵
material. pipe diameter, width Second
and height. Edition
C6
(My
Items for outlet drain A10
shall be deemed to Item description for CES
include bends, filter drainage blankets shall MM2
fabric, and concrete state the material, type )
surround. and thickness.
4 Drainage to 1 Downpipes m M7 D3 C7 A11

structures above 2 Fittings to nr The length of Pipework such Items for Item description for
ground downpipes downpipes shall be as downpipes downpipes shall be downpipes shall state
measured along their for deemed to include the type, diameter and
centre lines, and shall drainage of structures fixing and supply of the materials of the
include the lengths to ground level shall fixing components. components.
occupied by fittings, be classified as
with no allowance for drainage to structures
laps. above ground.
D4
Fittings to downpipes
shall include bends,
swan necks, shoes, and
outlet fixed directly to
downpipes.
5 Drain covers 1 Precast concrete m C8 A12
2 Metal m Items for drain covers Item description for
3 Fibre reinforced m shall be deemed to drain covers shall
plastic include lifting hook/ state the type,
hole and all associated loading duties, size
fittings. and thickness.
C
L
A
6 Culverts 1 Precast concrete 1 Single m C9 A13 S
pipe 2 Twin m Items for culverts Item description for S
2 Precast box 3 Triple m shall be deemed to culverts shall state the
Q
3 Metal pipe include all joints, water class, type and the size
4 Plastic pipe stop, concrete base or diameter.
:
or bedding, unless D
otherwise stated. R
AI
N
A
G
ADDITIONAL
DESCRIPTION RULES
7 Sumps 1 Brick nr C10 A14
8 Inlet/Outlet 2 Precast concrete nr Items for sumps shall Item description for
be deemed to include sumps shall state the
sand and concrete type, size, location and
bedding, cement the loading duties of
plastering, sump cover covers where required.
and other metalwork.
C11
Items for inlet/outlet
shall be deemed to
include concrete,
reinforcement, formwork,
rib-rabs, river protection
and all associated works.
C
L
A
S
S
Q
My :
CE D
SM R
M2
| AI
11 N
5 A
G
E
(MyCESMM2)
116 | MyCESMM2
CLASS R
ROADS AND
PAVINGS
MyCESMM2 | 117
CLASS R: ROADS AND PAVINGS MEASUREMENT RULES DEFINITION RULES COVERAGE RULES an Civil
Enginee
My Measurement covered under other classes: M1 D1 C1 ring
CE The width of each Subgrade preparation, Items for the work in Standard
SM Earthworks (included in Class F: Earthworks). course of materials shall sub-base, road base, this class involving in Method
M2 be measured at the road shoulder and situ/precast concrete of
Maintenance of existing road and temporary road diversion (included in Class Measure
top of surface of that pavement courses shall be deemed to
C: Traffic management and control). ment ̵
course. The areas of shall be classified as include concrete, Second
Temporary traffic signs and barriers, barricades, and delineators (included in manholes covers and reference to to JKR reinforcement, joints, Edition
Class C: Traffic management and control). other intrusions into ArahanTeknik (Jalan) formwork to form and
(My
Fences and gates (included in Class V: Miscellaneous work). a course shall not be or by other relevant shape and finishes to
deducted where the authorities. concrete. CES
Drainage (included in Class Q: Drainage work).
area of the intrusion MM2
Geotextile and geogrid (included in Class G: Geotechnical work). is less than 1 m². )
1 Subgrade 1 Earth m2 C2
preparation 2 Hard material m2 The subgrade
3 Rock m2 preparation shall be
deemed to include
clearing, grabbing,
stripping top soil, the
scarifying, levelling
and compaction of the
top 300 mm of the
subgrade.
4 Stabilised subgrade 1 Lime m2 C3 A1

2 Cement m2 The subgrade Item description
3 Polymer m2 preparation on rock- for stabilised
filled embankment subgrade shall state C
shall be deemed to the proportion of L
include the trimming stabilisation agent, A
of protruding rock and the thickness of S
above final surface, the subgrade to be S
filling of all cavities stabilised. R
with lean :
concrete, and filling with R
approved crushed rock O
or gravel to the final
A
surface.
D
S
A
N
D
ADDITIONAL
DESCRIPTION RULES
2 Sub-base 1 Drainage layer 1 Granular material m2 D2 C4 A2
2 Sub-base course 2 Laterite m2 The granular material Items for sub-base Item description for
3 Lean concrete m2 shall be classified course, road-base sub-base shall stated
according to gradation shall be deemed to the type, thickness
limits for sub-base include chamfer spread and grade where
material in the over the full width of applicable.
standard specification the formation and to
for road works as include attainment of
expressly stated. the surface levels.
D3
Laterite material shall
be according to the
gradation limits for
gravel surfacing in the
standard specification
for road works as
expressly stated.
3 Roadbase 1 Removal of flexible m2 D4 C5 A3
surfaces The crushed Items for removal of Item description for
2 Crushed m2 aggregates shall be flexible surface shall roadbase shall state
aggregates classified according to be deemed to include the type, grade and
3 Bituminous mix m2 the gradation limits for scarifying the existing thickness of the
4 Wet mix m2 crushed aggregates roadbase before material.
roadbase in the receiving the new
standard specification roadbase material. A4
5 Stabilised roadbase 1 Lime m2 for road works as Item description
2 Cement m2 expressly stated. for stabilised
roadbase shall state
the proportion of
stabilisation agent.
4 Road shoulder 1 Earth shoulder m2 M2 C6 A5
2 Gravel shoulder The areas of sub- Earth shoulders shall Item description
3 Paved shoulders m2 base, road base and be deemed to include for road shoulders
bituminous pavement verge. shall state the C
m2 courses for road size, thickness, L
shoulder shall be type and material
A
measured under Class used.
R2**, R3**, and R5*0. S
S
5 Bituminous 1 Removal of m2 D5 C7 A6 R
pavement courses flexible surface Item surface dressing Item removal of Item description for :
2 Prime coat m2 material shall be in flexible surface of bituminous pavement R
3 Tack coat m2 accordance with the bituminous pavement courses shall state the
My O
gradation limits for courses shall be type and compacted
CE
bituminous surface deemed to include thickness (where
A
SM D
M2 4 Binder course 1 Asphaltic concrete m2 dressing in the scarifying the existing appropriate)
standard specification exposed surface. S
|
for road works as A
11
expressly stated. N
9
D
P
Enginee
My 5 Bituminous 5 Wearing course 1 Asphaltic concrete m2 D6 C8 A7 ring
CE pavement courses 2 Porous asphalt m2 Item bituminous Items for bituminous Item description shall Standard
SM 3 Stone mastic m2 pavement courses to pavement courses shall state where removal of Method
M2 asphalt 4 Gap graded m2 be read in conjunction be deemed to include flexible surface is to be of
asphalt 5 Polymer m2 with JKR Specification cutting of pavement done by milling. Measure
ment ̵
modified for Roadwork – and attainment of Second
asphaltic concrete Section 4: Flexible surface level. A8 Edition
6 Recycling 1 Hot in-place m2 Pavement Item description for
(My
2 Cold in-place m2 tack coat and prime
1 Chip seal m2 coat shall state the CES
7 Surface treatment
2 Micro surfacing m2 spread rate of applied MM2
3 Crack sealing m2 surface finishes. )
4 Coloured m2
surfacing
system
8 Regulating course t
of stated materials
6 Concrete pavement 1 Membranes below 1 Plastic sheeting m2 M3 A9
concrete 2 Bond breaker m2 The areas of additional Item description for
pavements 3 Bitumen m2 membranes in laps membranes shall state
shall not be measured. the materials and
thickness.
2 Reinforcement 1 Mild steel bar t M4 D7 C9 A10
reinforcemen The mass of steel The nominal Items for Item description for
t t reinforcement shall diameter stated in reinforcement shall bar reinforcement shall
2 High tensile steel be taken as 0.785 the item description be deemed to include state the size of the
bar reinforcement m2 kg/m per 100 mm² for bar reinforcement labour for cutting, bars.
3 High tensile steel of cross-section (7.85 shall be the cross- bending, and placing.
fabric reinforcement m2 t/ sectional A11
4 Fabric of m³). The mass of other diameter defined in MS Item description
other stated reinforcing materials 146. for steel fabric
material shall be taken as stated reinforcement for
in the contract. MS 145 shall state
the type, number or
M5 letter in accordance C
The mass measured with MS 145. Item L
for reinforcement description for other A
shall include the mass fabric reinforcement S
of reinforcement shall state the S
expressly required in material, sizes, and R
laps and special chairs. nominal mass per :
square metre. R
M6
O
The mass for
A
reinforcement, measured
in tonne, shall be up to D
two decimal places. S
A
M7 N
The areas of additional D
fabric reinforcement in
laps shall not be
measured.
ADDITIONAL
DESCRIPTION RULES
6 Concrete pavement 3 Carriageway slab m2 C10 A12
4 Other concrete slab m2 Items for carriageway Item description for
slab and other carriageway slab and
concrete slab shall be other concrete slab
deemed to include shall state the grade
trial mix, mixing, and thickness of the
laying, spreading, concrete and type of
formwork, treatment formwork including
at manholes and edge support used.
gullies, compaction,
finishing, curing and
surface texturing. It
also deemed to include
attainment of surface
levels.
5 Joints in concrete 1 Longitudinal joints m M8 D8 C11 A13
pavement 2 Expansion joints m Joints shall be Sleeve joints, Items for joint in Item description for
3 Construction joints m measured at location connectors and the like concrete pavements joints shall state
4 Warping joints m where they are in bar reinforcement shall be deemed the depth of joint.
5 Butt joints m expressly required. shall be classed as to include base
6 Special joints m special joints. preparation, installing A14
7 Transverse joints m dowel bars and tie Item description for
bars, debonding special joints shall
agent, joint sealing state the type of joint,
material, and saw and type and size of
cutting. the reinforcing bar.
6 Pavers 1 Interlocking m2 C12 A15
concrete block Items for pavers shall Item description for
2 Concrete flags m2 be deemed to include pavers shall state type,
3 In situ m2 base preparation, size, thickness and
concrete sand bedding, lay in whether it is precast or
pavers specified interlocking in situ.
pattern, edge segment,
joints and cutting.
7 Kerbs, channels 1 Precast concrete m M9 C13 A16 C
and edgings kerbs Excavation and filling Items for kerbs, Item description for L
2 In situ m for kerbs, channels channels, and edgings kerbs, channels, and A
concrete kerbs and edgings shall be shall be deemed to edgings shall state the S
3 Concrete edgings m classed as earthworks include beds, backings, type and size. S
4 Concrete channels m (Class F). reinforcement, joints R
and cutting. A17 :
Item description for R
in situ concrete O
My
kerbs, concrete
CE A
SM
channels, and
concrete edgings
D
M2 S
| shall state the use of
slip-form, if expressly A
12
required. N
1
D
P
Enginee
My 8 Road furniture 1 Signage 1 Non-illuminated nr C14 A18 ring
CE retro-reflective Post-mounted Item description for Standard
SM 2 Illuminated nr signage shall be signage mounted on Method
M2 3 Electronic m2 deemed to include gantry shall be so of
foundation, support stated. Measure
ment ̵
post, excavation, Second
preparation of surfaces, A19 Edition
disposal of excavated Item description for
(My
materials, upholding signage shall state the
sides of excavation, material grade, size, CES
backfilling, concrete, and diagram number MM2
reinforcement and taken from JKR )
joints. ArahanTeknik (Jalan)
or by other relevant
authorities.
2 Pavement 1 Letters and shapes nr M10 D9 A20
markings 2 Continuous line m Lengths measured The colour of the Item description for
3 Intermittent line m for linear pavement pavement markings, pavement markings
4 Chevron marking m2 markings shall not shall be deemed to be shall state the material
include gaps in white unless otherwise grade, size, and
intermittent line. stated. diagram number taken
from JKR ArahanTeknik
M11 (Jalan) or by other
Area measured for relevant authorities.
chevron marking shall
be the gross area. A21
pavement markings
shall state the
shape, type, e.g.
thermosetting plastic,
and colour if required.
A22
Item description
C
shall sate temporary
pavement markings
L
and its subsequent A
removal. S
3 Delineators 1 Chevron nr A23 S
2 Delineator posts nr Item description for R
3 Roadstud nr delineators shall state :
the type, size and R
colour. O
A
D
S
A
N
D
ADDITIONAL
DESCRIPTION RULES
8 Road furniture 4 Traffic barrier 1 New Jersey barrier m M12 C15 A24
2 Wire rope m The length of traffic Items for guardrail Item description for
3 Guardrail m barrier shall be and wire rope shall be traffic barrier shall
4 Guardrail nr measured overall, no deemed to include the state excavation in
end-treatment deduction shall be supply and installation rock, where applicable.
5 Pedestrian barrier m made for the gaps for of corrugated guardrail
6 Concrete barrier nr street lightings poles, beam and wire rope A25
sign and gantries. inclusive of bolts, Item description for
nuts, posts, and other New Jersey barrier
ancillary work. shall state the type
and dimension.
C16
Items for guardrail A26
end-treatment shall be Item description for
deemed to include the New Jersey barrier
supply and installation shall state the use of
inclusive of bolts, slip form, if expressly
nuts, posts and other required.
ancillary work.
A27
Item description of
guardrail shall state the
type and thickness of
beam element, type of
post, and post spacing.
A28
Item description
for guardrail end-
treatment shall state
the type of treatment.
C
L
A
S
S
R
:
R
My O
CE A
SM D
M2 S
|
A
12
N
3
D
P
Enginee
My 8 Road furniture 5 Miscellaneous 1 Crash cushion nr C17 A29 ring
CE 2 Crash barrier nr Items for crash Item description of Standard
SM 3 Kilometre post nr cushion, crash barrier, crash cushion, crash Method
M2 4 Hectometre marker nr kilometre post, barrier, kilometre post, of
5 Anti-glare screen m hectometre marker, hectometre marker, Measure
ment ̵
6 Noise barrier m anti-glare screen,noise anti-glare screen, Second
7 Right of way nr barrier, and right of noise barrier, and right Edition
marker way marker shall be of way marker shall
(My
deemed to include the state the size, type and
supply and installation material. CES
of the said items MM2
inclusive of bolts, A30 )
nuts, posts and other Item description of
ancillary work required crash barrier, crash
for the completion of barrier, kilometre post,
the work. anti-glare screen,
noise barrier, and right
of way marker shall
state excavation in
rock, where applicable.
6 Gantry nr C18 A31

Items for gantry shall Item description for
be deemed to include gantry shall state the
fabrication, installation, type, materials and
foundation work principal dimensions.
and protective and
decorative surface
treatment.
C
L
A
S
S
R
:
R
O
A
D
S
A
N
D
CLASS S
TUNNEL WORK
MyCESMM2 | 125
CLASS S: TUNNEL WORK MEASUREMENT RULES DEFINITION RULES COVERAGE RULES an Civil
Enginee
My Measurement covered under other classes: C1 ring
CE Plant and equipment Standard
SM shall be deemed to Method
M2 External stabilisation work (included in Class G: Geotechnical work). include the purchase of
Micro tunnelling for pipework (included in Class O: Pipework). cost, factory Measure
ment ̵
External drainage system (included in Class Q: Drainage work). acceptance test, Second
assembly and Edition
Excavation, filling, and turfing for external work (included in Class F: Earthworks). transportation to site
Cut and cover tunnel (included in Class F: Earthwork and Class I: Concrete
(My
including maintenance
work). cost. CES
Temporary wastewater treatment facility (included in Class B: MM2
Environmental protection and enhancement). )
Ground investigation (included in Class D: Site investigation work).
Relocation of services (included in Class E: Demolition and site clearance and
Class O: Pipework).

1 Temporary 1 Facilities 1 Power supply sum C2 A1
requirements system Items for temporary Item description for
for Tunnel Boring 2 Water supply and/ sum facilities shall be temporary launch/
Machine or treatment deemed to include all retrieval shaft shall
system sum provision as expressly state the number of
3 Ventilation system sum required. shaft.
4 Lighting system sum
5 Compressed C3
air system sum Items for temporary
6 Telecommunication foundation for surface
system sum plant and equipment
7 Dewatering system shall be deemed to
include all provision
2 Foundation for sum
as expressly required
surface plant and
to complete the work.
equipment
Including excavation,
piling, geotechnical,
concreting, formwork,
reinforcement, removal,
reinstatement and
make good upon
completion. C
L
A
S
S
S:
T
U
N
N
E
L
ADDITIONAL
DESCRIPTION RULES
1 Temporary 3 Launch shaft sum C4 A2
requirements 4 Retrieval shaft sum Items for launching Item description for
for Tunnel Boring 5 Launching facilities sum facilities and retrieval launching facilities
Machine 6 Retrieval facilities set facilities shall be and retrieval facilities
deemed to include shall state the thrust
retaining structure frame, blind steel
for shaft, excavation, ring, pressure ring,
temporary support temporary structure,
for shaft, reinforced temporary support
concrete, backfill and frame, shield cradle,
all other necessary sealing system,
materials required to tunnel break in/break
complete the work out facilities and all
including reinstatement necessary temporary
and make good upon support and structures.
completion.
2 Plant and 1 Mobilisation and sum C5 A3
equipment demobilisation Items for Item description for
mobilisation and mobilisation and
demobilisation shall demobilisation state
be deemed to include the conditions on
provision of all plant, how remobilisation is
equipment and required.
ancillaries,
transportation to
the site and removal
off the site upon the
completion of the
operation.
2 Tunnel boring 1 Earth pressure set A4
machine balance C6 Item description for
2 Slurry set Items for tunnel boring tunnel boring machine
3 Rock set machine shall be shall state the back-
4 Variable density set deemed to include the up system for tunnel
5 Hybrid set back-up system for boring machine.
tunnel boring machine.
3 Surface plant and 1 Slurry set A5
equipment treatment plant C7 Item description for
2 Grout batching set Items for surface tunnel boring machine C
plant plant and equipment ancillary equipment
3 Water chiller plant
L
set shall be deemed shall state the type of
4 Medical lock set A
include transportation plant and equipment to
5 Silo and storage set S
to be used.
tank the site handling, S
My
CE 6 Lifting crane set assembling which S:
SM 7 Ancillary equipment set include all necessary T
M2 piping and electrical U
| work and removal off N
12 site after completion of N
7 operation as expressly E
stated. L
Enginee
My 2 Plant and 4 Transportation 1 Locomotive and sum C8 ring
CE equipment system rolling stock Items for locomotive Standard
SM 2 Multi service vehicle set and rolling stock shall Method
M2 3 Conveyor belt set be deemed to include of
system the rail for transport of Measure
ment ̵
locomotive and rolling Second
stock shall be including Edition
removal of rail after
(My
completion.
CES
3 Excavation 1 Bored tunnel by 1 Single track m M1 C9 A6
tunnel boring 2 Twin track m The volume Items for bored tunnel Item description for MM2
machine measured for shall be deemed to bored tunnel shall state )
excavation shall be include all plants and the external diameter.
the payment lines equipment during
shown on the drawings tunnel construction, A7
or, where no payment major and minor tunnel Item description of
lines are shown, to boring machine, wear disposal of excavated
the nett and tear parts, grease, material shall state
dimensions of the lubricants, setting the location of the
volume to be up and connection approved dumping
excavated. for all temporary site.
electrical and
mechanical system,
connection of water
and electical supply,
including treatment,
multiple handling and
disposal of excavated
materials off site or
to designated area.
2 Tunnel 1 Earth m3 C10 A8
3 Shaft 2 Natural m3 Items for excavation Item description for
4 Other underground hard shall be deemed to excavation in rock shall
space material m3 include all alignment state the method of
3 Rock m3 and inclination. blasting and whether for
4 Artificial hard reuse or disposal.
material m3 C11
5 Unsuitable material Items for excavation A9
shall be deemed to Item description for C
include scaling, washing other underground L
down, multiple handling, space shall state the A
disposal off site or to dimensions of the space. S
designated area. S
S:
C12 T
Items for excavation U
shall be deemed to
N
include over break and
N
backfill with concrete,
shotcrete, mortar and E
grout. L
ADDITIONAL
DESCRIPTION RULES
3 Excavation 5 Enlarged 1 Assembly and sum C13
tunnel section dismantle Items for enlarged
yard sum tunnel section shall
2 Vehicle turning sum be deemed to include
3 Switching station sum all necessary tunnel
4 Transformer bay sum support and backfilling
5 Pump sump with approved materials
to design profile after
completion of tunnel
work.
6 Drilling 1 Probe ahead hole m C14 A10
2 Drain hole m Items for drilling Item description for
3 Grout hole m probe ahead hole, drilling shall state the
drain hole and grout length and diameter of
hole shall be deemed hole.
to include installation
of pipe as expressly
7 Grouting 1 Surface m3 M2 required. A11
The mass measured Item description
for injection of for grouting shall
grouting materials state the type and
shall be taken from mix of grouting
the surface material.
4 In situ lining 1 Shotcrete 1 Mass m2 M3 D1 C15 A12
2 Reinforced m2 The area for shotcrete Shotcrete shall be Items for shotcrete Item description for
shall be measured defined as expressly shall be deemed to shortcrete shall state
at the payment required. include smoothing the the nominal thickness
lines surface as expressly and class of surface
shown on the drawings required. finish.
or, shown to the nett
dimension of lining to A13
be provided. Item description for
reinforced shotcrete
shall state thickness
and the reinforcing
material added to the
mix.
A14 C
Item description for L
shotcrete reinforced A
with fibres, shall state S
the dosages of the S
My fibres added to the mix.
CE S:
SM 2 In situ concrete 1 Mass m3 M4 A15 T
M2 2 Reinforced m3 The volume for cast in Item description for U
| situ concrete shall be in situ concrete shall N
12 the nett dimension of state admixtures where N
9 the lining volume. required.
E
L
Enginee
My 4 In situ lining 3 Reinforcement 1 Mild steel bar t M5 D2 C16 A16 ring
CE 2 High tensile t The mass of steel The nominal Items for reinforcement Item description for bar Standard
SM steel bar reinforcement shall be diameter stated in shall be deemed to reinforcement shall state Method
M2 3 High tensile m2 taken as 0.785 kg/m per item description for include labour for the size of the bars. of
steel fabric 100mm² of the cross- bar reinforcement cutting, bending, and Measure
ment ̵
4 Fabric of other m2 section (7.85 t/m³). shall be the cross- placing. A17 Second
stated The mass of the other sectional Item description Edition
material reinforcing materials diameter defined in MS for steel fabric
(My
shall be taken as stated 146. reinforcement shall
in the contract. state the material, size CES
and nominal mass per MM2
M6 square metre. )
The mass measured for
reinforcement shall
include the mass of
reinforcement, expressly
required in laps and
special chairs.
M7
The areas of additional
fabric reinforcement
in laps shall not be
measured.
4 Formwork m2 M8 C17
Formwork shall be the Items for formwork
nett surface of in situ shall be deemed to
concrete. include travel steel
form for all
inclinations,
alignment and end form
to the construction joint
form for all inclinations,
alignment, and end form
to the construction joint.
5 Waterproofing 1 Waterstop m M9 D3 C18 A18

2 Membrane m2 The length of waterstop Membrane shall be a Items for waterstop Item description for
shall be measured layer of impermeable shall be deemed to waterproofing shall
C
along their centre lines. materials installed in the include cutting, jointing state the type of L
tunnel before placing and special fittings at materials and size. A
M10 in situ concrete or angles and junctions. S
The area for membrane shotcrete, either using S
shall be the nett area. sheet C19 S:
Lapping shall not be system, to keep water Items for membrane T
measured. from entering. shall be deemed to U
include cutting, jointing N
and lapping. N
E
L
ADDITIONAL
DESCRIPTION RULES
4 In situ lining 6 Cross passage nr D4 C20
Cross passage is a Items for cross passage
tunnel connecting shall be deemed to
between tunnels for include excavation,
the purpose of exit/ grouting, lining works
emergency movement. tunnel support, backfill,
instrumentation, finishes
and all necessary
works to complete the
construction.
5 Preformed lining 1 Concrete lining 1 Precast segmental m M11 C21 A19
ring The length of Items for preformed Item description for
preformed lining shall concrete lining shall precast segmental
be measured along be deemed to include ring shall state the
the axis. reinforcement/ steel internal diameter and
fibre/polypropylene thickness.
fibre, formwork,
2 Steel lining m M12 packing, caulking, A20
3 Cast iron lining m Volume for annulus joint seal, finished, Item description for
4 Ductile iron lining m grouting shall be the bolt and nut, steel, cast iron and
5 Annulus grouting m3 nett volume of gap waterstop and ductile iron lining
between the lining and preformed threaded shall state the grade,
the excavation profile. grout holes. thickness and internal
diameter.
C22
Items for steel, cast A21
iron, ductile iron lining Item description for
shall be deemed to annulus grouting shall
include cutting and state the type of grout
jointing internal and material.
external.
C23
Items for annulus
grouting shall be
deemed to include
corrosion protection,
stiffener, fish tails,
and purpose made
C
holes.
L
6 Tunnel support 1 Steel support 1 Steel rib t M13 C24 A22
A
The areas of Items for the steel Item description for
additional fabric support shall be steel support and
S
reinforcement in laps deemed to include all lagging shall state S
My
CE shall not be necessary accessories the dimensions and S:
SM measured. such as tie rod, end nominal mass. T
M2 plate, bolts and nuts. U
| 2 Lagging 1 Steel section t A23 N
13 2 Steel plate t Item description for N
1 3 High tensile steel m2 permanent tunnel E
fabric reinforcement support shall be L
measured separately.
Enginee
My 6 Tunnel support 3 Bolting 1 Rock dowel nr C25 A24 ring
CE 2 Rock bolt nr Items for bolting shall Item description for Standard
SM 3 Pull out test nr be deemed to include bolting shall state the Method
M2 all provision as length and diameter. of
expressly required. Measure
ment ̵
4 Shotcrete 1 Plain m2 M14 A25 Second
2 Reinforced m2 The areas for shotcrete Item description for pull Edition
and fibre mortar shall out test shall state the
(My
be the nett area of type of bolt, diameter,
surface to be supported. length and test load. CES
No allowance shall MM2
be made for uneven A26 )
5 Fibre mortar m2 surfaces. Item description for
fibre mortar shall state
the nominal thickness.
A27
Item description for fore
poling shall state the
6 Fore poling 1 Dowel bar nr
length and diameter of
2 Canopy tube nr the dowel bar.
A28
canopy tube system
shall state length,
diameter and thickness
of tube.
7 Backfill 1 Invert 1 Concrete m3 M15 A29
2 Behind lagging 2 Shotcrete m3 Volume for backfill shall Item description for
3 Other underground 3 Mortar m3 be the nett dimension invert shall state
space 4 Grout m3 of volume to be filled. the principal
5 Tunnel muck m3 Backfill to over break dimension.
shall not be measured.
M16
Item for backfill behind
lagging shall be the
nett volume of gap
C
between the lagging
and the nett excavation L
profile. A
8 Tunnel 1 Convergence
S
nr C26 A30
Instrumentation measurement Items for tunnel Item description for S
2 Settlement nr instrumentation shall be tunnel instrumentation S:
deemed to include all shall state the T
measurement provision and accessories specification detail.
3 Stress 1 Strain nr as expressly required.
U
measurement gauge 2 nr N
Pressure cell nr N
3 Inclinometer nr E
4 Pneumatic L
piezometer
CLASS T
RAIL TRACK
MyCESMM2 | 133
CLASS T: RAIL TRACK MEASUREMENT RULES DEFINITION RULES COVERAGE RULES an Civil
Enginee
My Measurement covered under other classes: C1 A1 ring
CE Items for supplying Item description for Standard
SM shall be deemed to supplying shall state Method
Earthwork, sub-grade preparation and sub-ballast (included in
M2 include delivery and all the location of delivery of
Class F: Earthworks). Measure
necessary associated where expressly
Geotextile and geogrid (included in Class G: Geotechnical work). ment ̵
components to site. required. Second
Concrete track foundations (included in Class I: Concrete work). Edition
(My
CES
1 Supplying 1 Track foundation 1 Bottom ballast m3 M1 D1 A2
2 Top ballast m3 The volume of top Ballast below the Item description for
MM2
3 Waterproofing m2 ballast measured shall soffit level of sleepers, supplying bottom and )
membrane include the volume timbers or bearers of top ballast shall state
occupied by sleepers. a track shall be the type of material
classed as bottom and grading.
ballast.
M2
Sub ballast shall be D2 A3
measured under Class Ballast above the Item description for
F34*. underside of the waterproof membrane
sleepers, timbers shall state the type,
or bearers shall be grade and technical
classed as top ballast. specification.
2 Rails 1 Flat bottom rails/ t M3 A4

running rails The mass measured Item description for
2 Check and guard t for supplying of rails supplying of rails shall
rails shall exclude the state either the section
3 Twist rail pr mass of twist rails reference and the
4 Combination rails pr and combination rails. mass per metre, or the
cross- sectional
dimensions and the
mass per metre.
3 Sleepers 1 Timber nr A5
2 Concrete nr Item description for
3 Steel nr supplying of sleepers
4 Special type nr shall state the type, C
size and identify L
the fittings which
A
are attached by the
S
supplier.
S
T:
R
AI
L
T
ADDITIONAL
DESCRIPTION RULES
1 Supplying 4 Conductor 1 Mass, not m C2 A6
rails exceeding 20 kg/m Items for supplying Item description for
2 Mass, 20 - 30 kg/m m of conductor rails supplying of conductor
3 Mass, 30 - 40 kg/m m shall be deemed to rails shall state the
4 Mass, 40 - 50 kg/m m include guard boards, type.
5 Mass, exceeding m fixings, bolts, nuts,
50 kg/m screws, washers,
insulating bushes,
cable terminals, rail
insulators, rail supports,
rail expansion joints,
ramps (high/low
speed), covers and
packing.
5 Fittings 1 Chairs nr M4 C3 A7
2 Baseplates nr Fishplates and Items for supplying Item description for
3 Rail fastenings nr rail joints shall of fittings shall be supplying of fittings
4 Plain fishplates nr be deemed to include shall state the type.
5 Insulated nr measured by number fixings, keys, clips,
fishplates 6 Insulated nr of pairs. washers, bolts, nuts,
rail joints 7 Glued nr screws, insulating
insulated rail bushes, spikes, ferrules,
joints track circuit insulator,
shoulders, pads, shims,
baseplates, inserts and
packing.
6 Turnouts set C4 A8
7 Diamond crossing set Items for supplying of Item description for
turnouts and diamond supplying of turnouts
crossing shall be and diamond crossing
deemed to include shall state the type,
timbers, fittings and type of joint and
check rails. length.
2 Supplying 1 Sundries 1 Buffer stops nr A9
2 Wheel stops nr Item description for
3 Lubricators nr supplying of sundries
4 Switch nr shall state the type
levers pr
5 Rail expansion joints nr A10
6 Jumper cables nr Item description for C
7 Traction rail bonds nr supplying of buffer L
8 Signalling rail bonds stops shall state their
A
2 Sundries 1 Stray current nr approximate weight.
My S
CE continuity cables
S
SM 2 Cross track ducts nr
A11 T:
M2
| Item description for R
supplying of cross track AI
13
ducts shall state their L
5 duct size and length. T
R
Enginee
My 2 Supplying 3 Rail furniture 1 Kilometers markers nr A12 ring
CE 2 Change of nr Item description Standard
SM geometry, for supplying of rail Method
M2 horizontal and furniture shall state the of
vertical type. Measure
ment ̵
markers nr Second
3 Turnout markers nr Edition
4 Track slab markers nr
(My
5 Conductor rail
support marker nr CES
6 Fouling point MM2
markers nr )
7 Level crossing
4 Cable trough 1 In situ m C5 A13
2 Precast m Items for supplying Item description for
of cable trough shall supplying of cable
be deemed to include trough shall state the
the cable trough type and size.
lid, reinforcement,
concrete, formworks,
jointing.
5 Emergency 1 Side walkway m M5 C6 A14

walkway 2 Centre walkway m Emergency walkway Items for supplying of Item description
shall be measured nett emergency walkway for supplying of
across the walkway shall be deemed to emergency walkway
ramps. include all required shall state the type and
fittings, fixings, fixtures details.
and accessories
including walkway slab,
handrails and cable
containment.
3 Laying 1 Track foundation 1 Bottom ballast m3 M6 D3 C7 A15

2 Top ballast m3 The volume of top Ballast below the Items for laying of Item description for
3 Waterproofing m2 ballast measured shall soffit level of sleepers, bottom ballast shall laying bottom and
membrane include the volume timbers or bearers of be deemed to include top ballast shall state
occupied by sleepers. a track shall be laying of ballast using the type of material, C
classed as bottom a ballast box and grading requirements L
ballast. compaction of ballast. and thickness. A
S
D4 C8 S
Ballast above the Items for laying of T:
underside of the top ballast shall be R
sleepers, timbers deemed to include AI
or bearers shall be regulating and tamping
L
classed as top ballast. of ballast.
T
ADDITIONAL
DESCRIPTION RULES
3 Laying 2 Rails 1 Flat bottom rails/ m M7 C9 A16
running rails The length of laying Item for laying of rails Item description for
2 Check and guard m of rails shall be shall be deemed to laying of rails shall
rails measured along the include all necessary state transportation
3 Twist rail pr centre line of the works carried out in and location when rails
4 Combination rails pr track (two rail) accordance with the are not to be supplied
including the length specification. by the contractor.
occupied by turnouts
and diamond
crossing.
A17
M8 Item description
The length of laying for laying of rails
check and guardrails shall state the pre-
shall be measured fabricated lengths of
along the length of the each member.
rail (one rail).
A18
laying of rails shall
state either the section
reference and the
mass per metre, or the
cross- sectional
dimensions and the
mass per metre.
3 Sleepers 1 Timber nr C10 A19

2 Concrete nr Items for Item description for
3 Steel nr laying of laying of sleepers shall
4 Special type stated nr sleepers shall state the type, the
be deemed to size, and identify the
include, distribution, fittings which are
adjustment and attached by the
laying. supplier.
4 Conductor rails 1 Mass, not m M9 C11 A20

exceeding 20 kg/m The length of laying of Items for laying of Item description for
2 Mass, 20 - 30 kg/m m conductor rails shall conductor rails shall laying of conductor
C
3 Mass, 30 - 40 kg/m m be measured along be deemed to include rails shall state the L
4 Mass, 40 - 50 kg/m m the length of the rail fixings, bolts, nuts, type and jointing A
My 5 Mass, exceeding m (one rail). screws, washers, method. S
CE 50 kg/m insulating bushes, S
SM
cable terminals, rail T:
M2
| insulators, rail supports, R
13 rail expansion joints, AI
ramps (high/low L
7
speed), covers and T
packing. R
Enginee
My 3 Laying 5 Fittings 1 Chairs nr M10 C12 A21 ring
CE 2 Baseplates nr Fishplates and Items for laying Item description for Standard
SM 3 Rail fastenings nr rail joints shall of fittings shall be laying of fittings shall Method
M2 4 Plain fishplates nr be deemed to include state the type. of
5 Insulated nr measured by number fixings, keys, clips, Measure
ment ̵
fishplates 6 Insulated nr of pairs. washers, bolts, nuts, Second
rail joints 7 Glued nr screws, insulating Edition
insulated bushes, spikes, ferrules,
(My
rail joints track circuit insulator,
shoulders, pads, CES
shims, baseplates, MM2
inserts, packing and )
all required fittings,
fixing and
accessories.
6 Welded joints 1 Flash butt nr C13 A22
2 Alumino thermic nr Items for laying of Item description for
3 Gas pressure nr flash butt welded laying of welded joints
joints, alumino shall state the rail
thermic welded joints section and the type of
and weld.
gas pressure shall be
deemed to include
welding kits.
7 Turnouts set C14 A23

8 Diamond crossing set Items for laying of Item description for
turnouts and diamond laying of turnouts and
crossing shall be diamond crossings
deemed to include shall state their type,
timbers, fittings, and type of joint and
check rails. length.
4 Laying 1 Sundries 1 Buffer stops nr C15 A24

2 Wheel stops nr Items for laying of Item description for
3 Lubricators nr sundries shall be laying of sundries shall
4 Switch nr deemed to include state the type.
levers pr all required fittings,
5 Rail expansion fixings, fixtures and A25
joints nr accessories. Item description C
6 Jumper cables nr for laying of buffer L
7 Traction rail bonds nr stops shall state their A
8 Signalling approximate weight.
S
rail bonds
A26
S
Item description for T:
laying of cross track R
ducts shall state their AI
duct size and length. L
T
ADDITIONAL
DESCRIPTION RULES
4 Laying 2 Sundries 1 Stray current nr
continuity cables
2 Cross track ducts nr
3 Rail furniture 1 Kilometers markers nr C16 A27

2 Change of nr Items for laying of Item description for
geometry, rail furniture shall laying of rail furniture
horizontal and be deemed to shall state the type.
vertical include all required
markers nr fittings, fixings,
3 Turnout markers nr fixtures and
4 Track slab markers nr accessories.
5 Conductor rail
support marker nr
6 Fouling point
markers nr
7 Level crossing
4 Cable trough 1 In situ m C17 A28
2 Precast m Items for laying of Item description for
cable trough shall be laying of cable trough
deemed to include the shall state the type.
cable trough lid.
5 Emergency 1 Side walkway m M11 C18 A29

walkway 2 Centre walkway m Emergency walkway Items for laying of Item description for
shall be measured nett emergency walkway laying of emergency
across the walkway shall be deemed to walkway shall state
ramps. include all required the type.
fittings, fixings,
fixtures and C
accessories including L
walkway slab and A
cable containment.
My S
CE S
SM
T:
M2
| R
13 AI
9 L
T
R
Enginee
My 5 Dismantling 1 Flat bottom rails 1 Plain track m M12 C19 A30 ring
CE 2 Turnouts nr The length of Items for dismantling Item description Standard
SM 3 Diamond crossings nr dismantling of shall be deemed to for dismantling of Method
M2 plain track shall be include taking up, work from which of
measured along lifting, packing and the materials arising Measure
ment ̵
the slewing. remain the property Second
centre line of the track of the employer shall Edition
(two rail) taken over all C20 be stated as well as
(My
roads and shall exclude Items for dismantling the handing over and
lengths occupied by of plain track shall be location of storage. CES
turnouts and diamond deemed to include Where the so stated MM2
crossings. opening out, packing materials are to be )
and boxing in with salvaged by the
ballast and insertion of contractor, a separate
closure rails. bill for the credit of the
employer shall be so
C21 described.
Items for dismantling
2 Check and guard m of turnouts and A31
rails M13 diamond crossings Item description for
3 Conductor rails m The lengths of shall be deemed to dismantling of plain
dismantling of include checkrail, track shall state the
checkrail and guardrail and approximate weight
guardrails and conductor rails. of taking up, details
conductor rails shall of disposal of the
be measured along track and the type of
the lengths of the rail rail, sleeper and joint.
(one rail) and shall
exclude lengths within
turnouts and diamond
crossings
4 Sundries 1 Buffer stops nr M14 A32

2 Wheel stops nr Dismantling of Item description for
3 Lubricators nr switch levers shall dismantling of buffer
4 Switch nr be measured from stops shall state
levers the toes of switches. their approximate
weight and type of
construction.
A33
Where extra ballast
C
is required, item L
description for A
dismantling shall be S
stated. S
T:
R
AI
L
T
CLASS U
MECHANICAL AND
ELECTRICAL WORK
MyCESMM2 | 141
CLASS U: MECHANICAL AND ELECTRICAL WORK MEASUREMENT RULES DEFINITION RULES COVERAGE RULES an Civil
Enginee
My Measurement covered under other classes: D1 C1 A1 ring
CE Items for mechanical Items for mechanical Item description Standard
SM and electrical work and electrical work for mechanical Method
Concrete structures (included in Class I: Concrete work).
M2 supplied and installed shall be deemed to and of
Valve chambers and thrust blocks (included in Class I: Concrete shall comply with the include supply, deliver, electrical work shall Measure
ment ̵
work). Valves (included in Class O : Pipework). respective employer’s and install all fittings state the location, Second
specification. and accessories and type of services and Edition
any modification works reference to the
(My
D2 to authority’s approval. drawings.
Items for electrical CES
supplied and installed C2 A2 MM2
shall be rated for the Items for mechanical Item description )
intended voltage and and electrical work for mechanical
in accordance with the shall be deemed to and
relevant and latest include mimic-panel, electrical work shall
IEC Standards. tagging, labelling, state the type,
and painting where material, size,
D3 necessary. thickness, design
Items for electrical capacity, method of
systems shall be C3 fixing and reference
fire rated, weather Items for mechanical given to applicable
proof, waterproof and and electrical work specifications and
explosion proof as shall be deemed to specified qualities.
expressly stated. include all ancillary
works as expressly
stated.
FIRST DIVISION SECOND DIVISION THIRD DIVISION UNIT C
1 Ducted services 1 Circular ductwork 1 Straight m M1 A3 L
2 Rectangular 2 Curved m Lengths of ducted Item description for A
ductwork 3 Fittings nr and cabled services circular ductwork and S
3 Flexible ducting 4 Insulation m work systems shall be flexible ducting shall S
measured along the state the diameter.
centre line including U:
lengths occupied by M
fittings. E
C
2 Cabled services 1 Cables/conductors 1 Laid/drawn into m
conduits, H
trunking or duct A
2 Laid on trays m NI
3 Fixed to m C
surfaces 4 Laid in m A
trenches 5 m L
Suspended m A
6 Busbar trunking/ N
busduct D
2 Conduits 1 Plain m E
2 Flexible m L
3 Box fittings nr E
C
ADDITIONAL
DESCRIPTION RULES
2 Cabled services 3 Final circuit 1 Cable only m C4
2 Cable and conduit m Items for lighting/
3 Lighting/power point nr power point deemed
4 Trunking 1 Plain m to include the cable,
2 Fittings m cable containment,
3 Busbar trunking m and other necessary
accessories.
5 Earthing and 1 Tape m
bonding 2 Fittings nr
6 Accessories 1 Trays m
2 Switches nr
3 Lighting outlets nr
4 Sockets nr
3 Air conditioning 1 Direct expansion 1 Window AC unit nr
and mechanical system air 2 Single Split nr
ventilation conditioning Compressor
3 Multi Split nr
Compressor
4 Fan Coil nr
5 Air Handling Unit nr
2 Precision air 1 Direct expansion nr
conditioning 2 Chilled water nr
3 Centralised system 1 Air side handling unit nr
air conditioning 2 Air side fan coil unit nr
3 Chiller nr
4 Cooling tower nr
5 Water treatment nr
C
system
L
4 Fan 1 Propeller nr D4 A4
A
2 Axial nr Items for fan shall be Item description for
3 Forward curved fan
S
nr categorised as radial/
impeller propeller, centrifugal shall state the rating. S
4 Backward curved nr axial, centrifugal U:
impeller forward, etc. M
5 Radial type impeller nr E
6 Airfoil type impeller nr C
5 Accessories 1 Insulation m2 C5 H
2 Filter nr Items for grilles shall A
3 Diffuser nr be deemed to include NI
4 Air grille nr termination box, air C
5 Acoustic grille nr dampers (where A
6 Variable volume box nr relevant) and with L
7 Silencers nr or without acoustic A
My 8 Louvers nr insulation.
CE N
6 Dampers 1 Fire damper nr D5 D
SM
M2 2 Volume control nr Items for fire damper E
| 3 Isolation nr shall be categorised as L
14 electric actuator, fusible
E
3 link or pneumatic.
C
T
Enginee
My 4 Fire fighting 1 Portable fire 1 Dry powder nr ring
CE extinguisher 2 Carbon dioxide nr Standard
SM 3 Others nr Method
M2 A5 of
2 Fire detection and 1 Conventional/ sum
Item description for Measure
alarm system addressable ment ̵
2 Linear heat sum linear heat detection Second
detection shall identify and state Edition
3 Centralised nr the type for linear heat
(My
monitoring system detector cable.
CES
MM2
3 Total flooding fire 1 Gas kg C6 A6
2 Gas cylinder
)
extinguishing nr Items for fire fighting ltem description for
system/wet 3 Cylinder strap nr shall be deemed total flooding fire
chemical system 4 Outlet adapter nr to include groove extinguishing system/
5 Cylinder valve nr coupling, groove wet chemical system
6 Emergency nr end cap, bracket, shall state the type of
release junction box, flexible gas.
handle nr connectors, strainers,
7 Nozzle steel section, jointing
and other accessories.
4 Total flooding fire 1 Control panel nr D6 C7

extinguishing 2 Warning light nr ltems for control Items for control panel
system/wet 3 Flashing/ nr panel shall be stated shall be deemed to
chemical system warning sign as temperature include conduit, cable,
4 Alarm bell nr controllers, trunking or trays as
5 Manual nr thermostate, control required. C
release switch panels, motor starter L
panels. A
5 Accessories 1 Breeching inlet nr S
D7 C8 S
2 Manual nr Items for control Items for control panel
selection switch U:
panel shall be shall be deemed to
3 Pressure gauge nr M
categorised as include built-in battery
4 Pressure switch nr manually or and charger and other E
5 Mechanical tee nr automatic. accessories and any C
6 Interface nr modification works. H
terminal box A
7 Fire shutter nr NI
8 Flashing beacon nr C
6 Accessories 1 Alarm valve static nr C9 A
2 Sprinkler nozzle nr Items for hose reel set L
3 Hose reel set nr deemed to include A
4 Cabinet nr drums, swivel arm,
N
5 Landing valve nr cradle, hose and nozzle.
D
C10 E
Items for landing valve L
deemed to include E
coupling. C
ADDITIONAL
DESCRIPTION RULES
5 Piped services 1 Accessories 1 Pressure vessel nr M2 C11 A7
2 Multimedia filter nr Piped services Items for piped Item description for
3 Particle diverter nr measured over all pipe services shall piped services shall
4 First flush nr fittings, short running be deemed to include state diameter and
device 5 Basket nr lengths and branches all fittings, jointing, jointing method
strainer nr in linear metres. fixing and perforating
6 Oil & grease the pipe or flange. A8
Interceptor Item description for
2 Pipework 1 Cold water sum M3 C12 purpose made and
plumbing system Item description for Items for storage tank bare piped services
2 Soil and waste sum flexible pipes and shall be deemed to shall be stated.
plumbing system extensible pipes include supporting
3 Sanitary appliances sum (measured as fully frame. A9
and fittings extended) shall be Item description for
4 Recycle water sum stated. pipework in or fixed
plumbing system in ducts, trenches
5 Rain water sum and chases or
harvesting embedded in in situ
system sum concrete or
6 Gas pipe nr screeds shall be stated.
7 Storage tank
3 Septic Tank 1 Cast in situ concrete nr C13 A10
2 Pre-fabricated nr Items for septic tanks Item description for
shall be deemed to septic tank shall state
include foundation, the capacity in term of
excavation, upholding population.
sides of excavation,
C
bedding, installation,
backfilling and all other L
related work where A
expressly required. S
6 Electrical services 1 High voltage (33 kV 1 Cables/ sub-main m M4 D8 C14 A11
S
and above) 2 Compact nr The acoustic system for The electrical services Items for uninterruptible Item description for U:
incoming services/ sub-station generator room shall be standby equipment electrical power supply electrical services shall M
main installation 3 Metering kiosk nr measured separately supplied and installed supplied and installed state the spacing and E
4 Final sub-circuits nr under their respective shall be inclusive shall be deemed to voltage. C
2 Medium voltage 5 Ducts and nr classes of work. of diesel generator, include of batteries, H
(1 kV up to 33 manholes alternator, Automatic UPS module, coupling A
6 Lightning nr Mains Failure (AMF) panels, isolation NI
kV) main
installation protection/earthing panels and all other transformer and C
required accessories. all other required A
accessories. L
3 Low voltage A
My (up to 1 kV) M5 D9 C15
CE Electronic motor starter The electrical Items for electrical N
main installation D
SM shall be measured in services voltage services shall be
M2 number inclusive of categorisation shall be deemed to include E
| enclosure and all other in accordance to IEC supporting brackets, L
14 required accessories classification. covers, tap-off/feeder E
5 where expressly stated. units, fire barriers, C
earthing conductors, T
cable termination.
Enginee
My 6 Electrical services 4 Extra low voltage D10 C16 ring
CE (below 50 V) All incoming electrical Items for incoming Standard
SM services and main electrical services shall Method
M2 installation shall be deemed to include of
be described in connection cable ends Measure
ment ̵
conjuction with and all cable tails and Second
manufacturer’s details cable termination Edition
and specification. glands.
(My
C17 CES
Items for electrical MM2
services shall be )
deemed to include
ratings, capacity, type,
configuration (1/2 way
switches, single or
gang switches, switch
centres etc), power
socket outlets and
environmental class
shall be included for
fittings.
C18
The lightning
protection/ earthing
installation shall
include all the C
necessary excavation, L
concrete pit, make A
good, copper rod/earth S
materials to achieve S
the desired ohmic U:
value. M
5 System 1 Multi-media set C19 E
Visual Items for system C
system set shall be deemed to H
2 Perimeter include supporting
A
security system set brackets, cable
3 Intelligent tunnel termination, ancillary NI
emergency works and all other C
evacuation set required accessories. A
system L
4 Audio-visual system A
6 Accesssories 1 Light fittings nr C20 N
2 Street Lighting nr Items for accessories D
3 Traffic Light nr shall be deemed to E
include supporting L
brackets, covers, cable E
termination, ancillary C
works and all other
required accessories.
ADDITIONAL
DESCRIPTION RULES
6 Electrical services 7 Equipment 1 Generator set nr M6 C21 A12
2 UPS nr The UPS room for wet Items for UPS supplied Item description
3 Transformers nr battery cell shall be and installed shall be for standby
4 Variable Speed nr measured separately deemed to include equipment shall be
Drive/Variable under respective batteries, UPS module, stated.
Frequency Drive classes of work where coupling panels,
5 Soft starter nr expressly required. isolation transformer
6 Switch gear nr and all other required.
7 Standby nr
8 Low Voltage nr
enclosure
7 Communication 1 Telephone system 1 Private Automatic set C22
Branch Exchange Items for
(digital/analogue) communication shall
2 Local area network set be deemed to include
3 Wireless local set supporting brackets,
area networking cable termination,
ancillary works and
all other required
accessories.
2 Supervisory Control set C23
and Data Items for Supervisory
Acquisition System Control and Data
3 Programme sum Acquisition System
Logic Control (SCADA), Programme
4 Telemetry system sum Logic Control (PLC)
C
5 Close Circuit sum and Close Circuit
Television Television (CCTV)
L
shall be deemed to A
include all S
accessories. S
8 Mechanical work 1 Equipment and 1 Static screen nr D11 C24 U:
appliances 2 Automatic screen nr Static screen is a Items for static screen, M
3 Non-static screen nr screen that is fixed or automatic screen E
stationary condition. and non-static screen C
shall be deemed to H
D12 include all design, A
Non-static screen endorsement, capacity, NI
is a screen which material, system, C
is designed to be supply, install and A
movable manually. make good.
L
A
My
CE N
SM D
M2 E
| L
14 E
7 C
T
Enginee
My 8 Mechanical work 1 Equipment and 4 Aeration nr D13 C25 A13 ring
CE appliances Aeration shall be Items for equipment Item description for Standard
SM classified as air diffuser, and appliances shall aeration shall state the Method
M2 mechanical aerator, be deemed to include function. of
gravity fall weir and design, all fittings and Measure
ment ̵
biological process. accessories and any Second
modification works, Edition
D14 supplied, delivered
(My
Aeration is the and installed on site.
process by which air CES
is circulated through, MM2
mixed with or )
dissolved in a liquid
or substance which
by designed as
gravity based, air
based or mechanical
based.
D15
Items for aeration type
shall consist of but not
limited to air blower
aerator, surface
aerator, brush aerator,
fixed type surface
aerator, submersible
aerator, paddle C
aerator, ejector, L
diffuser, membrane
A
aerator and etc.
S
5 Mixer nr D16 C26 A14 S
Mixer is the device for Items for mixer shall Item description for U:
mixing the chemicals be deemed to include mixer shall state M
in the pre and post all supply, install, the type of mixers. E
treatment process. jointing, integration C
with other structure H
and make good. A
NI
M7 D17 C27 A15
C
6 Flocculation nr A
Other ancillaries work Flocculation refers to The flocculation shall Item description for
related to flocculation the process by which be deemed to include flocculation shall state L
and sedimentation fine particulates are all supply, install and the function. A
shall be measured caused to clump make good. N
using their respective together into a D
classes. flocculation. E
L
E
C
ADDITIONAL
DESCRIPTION RULES
8 Mechanical work 1 Equipment and 7 Sedimentation nr D18 C28 A16
appliances 8 Clarification nr Sedimentation is a Items for Item description for
process built with sedimentation shall be sedimentation and
mechanical means for deemed to include all clarification shall
continous removal of design, endorsement, state the function
solids being deposited approval drawing, as and associated
by sedimentation built drawing, fittings works.
inclusive of clarifier and accessories and
and thickener. any modification A17
works, supplied, Item description for
D19 delivered and installed clarification shall state
Clarification is the on site. the type of dissolve
process that solids or air flotation (DAF),
particles rising to the etc, function and
surface. associated works.
A18
sedimentation and
clarification shall state
type i.e clarifier or
thickener and to define
the process i.e lamella,
tube settler, solid
contact, sand ballasted,
etc.
2 Equipment and 1 Filtration nr D20 C29 A19
appliances Filtration is any of Items for filtration shall Item description for C
various operations be deemed to include all filtration shall state the L
that separate solids fittings and accessories function. A
from fluids by adding and installed on site S
a medium through inclusive of filter nozzle S
which only the fluid and filter slab. U:
can pass. M
2 Chemical sum D21 C30 A20 E
treatment process The chemical and Items for chemical Item description for C
and system sum special treatment and special treatment chemical and special H
3 Special treatment process and system process and system treatment process A
process and is the common steps shall be deemed to and system shall
NI
system used in treatment include all design, state the system
process that comprises drawings, endorsement, type, and function.
C
of various types and supply, deliver, A
duties in order to treat installation, testing, L
water for consumption fittings, accessories A
My
CE or release to the as built drawing and N
SM nature. any modification D
M2 works including to E
| achieve the output L
14 design associated and E
9 integration with other C
system. T
Enginee
My 8 Mechanical work 2 Equipment and D22 ring
CE appliances The chemical and Standard
SM special treatment Method
M2 process and system of
plant type shall consist Measure
ment ̵
of but not limited to Second
lime system, Edition
potassium
(My
permanganate system,
aluminium system, CES
Poly Aluminium MM2
Chloride (PAC) system, )
Powder Activated
Carbon (powder AC)
system, main polymer
system, sludge
polymer system,
chlorination system,
scrubber system,
auto shut off system,
fluoride system etc.
4 Sludge treatment sum D23 C31 A21
facility Item sludge treatment The sludge treatment Item description for
5 Dewatering system sum facility and dewatering facility and dewatering mechanical type sludge
system type shall system shall be deemed treatment facility and
consist of but not to include all design, dewatering system
limited to decanter, drawings, endorsement, shall state all related
belt press, filter press, supply, deliver, components, function, C
drum thickener, etc. installation, testing, and associated works L
fittings, accessories as components. A
built drawing and any S
modification works, A22 S
design output and Item description for non U:
integrate works with mechanical type sludge M
other system. treatment facility and E
dewatering system C
shall state the function.
H
A23
A
Item description for NI
non mechanical type C
sludge treatment A
facility and dewatering L
system shall state in A
detail all related N
components type i.e D
sludge lagoon, sludge E
drying bed etc. L
inclusive of all E
necessary associated
C
works and integration
with other system.
ADDITIONAL
DESCRIPTION RULES
8 Mechanical work 2 Equipment and 6 Lifting equipment nr D24 C32 A24
appliances The lifting equipment The motorised or Item description for
is a specific system non motorised lifting equipment shall
of hoisting apparatus lifting equipment state the type capacity,
travelling overhead shall be deemed to function, motorised,
for lifting and hoistinginclude all required manual, electric current
other equipment and is design, requirement for the
designed to carry the drawings, endorsement, motor, power supply,
specific load. supply, deliver, motor and switch
installation, testing, controller.
D25 fittings, accessories and
The lifting equipment any modification works
shall be categorised as including associated
motorised or manual. works with other
components.
C33
The installation of
lifting equipment shall
obtaining the PMA
Certificate from DOSH.
7 Pressure tanks nr C34 A25

8 Non-pressure tanks nr Items for pressure Item description for C
and non-pressure pressure tanks shall L
tanks shall be deemed state the system plant A
to include all required type i.e surge vessel, S
design, drawings, air receiver tank, etc. S
endorsement, supply, U:
deliver, installation, A26 M
testing, fittings, Item description for
E
accessories and any non-pressure tanks
C
modification works shall state the system
including integration plant type, i.e silo, H
with other system. storage tank, process A
tank, powder chemical NI
C35 tank, liquid chemical C
The installation of tank, bin activator, silo A
pressure and non- dehumidifier etc. L
pressure tanks A
My equipment shall be A27
CE N
deemed to include Item description for D
SM
M2 obtaining of the PMT non-pressure tanks E
| Certificate from DOSH. shall state the function.
L
15 E
1 C
T
Enginee
My 8 Mechanical work 3 Equipment and 1 Other equipment nr D26 A28 ring
CE appliances and accessories Items for other Item description for Standard
SM equipment and other equipment and Method
M2 accessories shall accessories shall state of
be categorised but the function. Measure
ment ̵
not limited to odour Second
control, exhaust fan, Edition
pump guide rail, guide-
(My
barholder and float
switch . CES
MM2
)
4 Miscellaneous 1 Rotating nr D27 C36

equipment Item for rotating Item for miscellaneous
2 Non-rotating nr equipment shall shall be deemed to
equipment include but not limited include all fixing screw
to air blower, air or belt based.
compressor, conveyor,
scapper, scan
skimmer, fluoride
crusher,
dust collector, arch
breaker,transporter etc.
D28
Item for non-
rotating equipment C
shall include but L
not limited to tube A
diffuser, universal/ S
flexible coupling/ S
adaptor, analyser rack, U:
laboratory equipments, M
headstocks/ spindlers, E
portable actuator,tools
C
and spare parts etc.
H
3 Effluent equipment nr D29 A
Item for effluent NI
equipment shall C
include but not limited A
to flowmeter, parshall L
flume, thickener, UV A
disinfection system, N
ozone etc. D
E
L
E
C
ADDITIONAL
DESCRIPTION RULES
8 Mechanical work 5 Instrumentation 1 Flow measurement nr M8 D30 C37 A29
2 Level measurement nr The associated works Item for quality Instrumentation Item description
3 Pressure nr to instrumentation measurement shall shall be deemed to for flow
measurement shall be measured consist of but not include all wiring, measuring
4 Quality nr separately under limited to water and control panel, fittings, equipment shall state
measurement respective classes of air quality in hacking, conduit, the system plant
5 Water content nr work. compliance to related accessories and type, function and
analyser authorities all associated works associated integration
requirements. including making good. with other system.
D31 A30
Item for water Item description for
contents analyser level, pressure and
type shall consist of quality measuring
but not limited to pH equipment shall state
analyser, temperature, the system plant
turbidity, type i.e ultrasonic,
conductivity, iron, etc., function and
aluminium, associated integration
manganese, chlorine, with other system.
colour, fluoride,
hydrocarbon, oxygen A31
demand, sludge stray, Item description
chlorine, ammonia, for water content
salinity, stream analyser shall state
current monitoring type of analyser and
(SCM). all associated works
as expressly stated. C
L
A
S
S
U:
M
E
C
H
A
NI
C
A
L
A
My
CE N
SM D
M2 E
| L
15 E
3 C
T
Enginee
My 8 Mechanical work 6 Pumps 1 Positive nr M9 D32 C38 A32 ring
CE displacement Item for replacement Pumps shall be Items for pumps Item description for Standard
SM 2 Dynamic nr of motor to be stated categorised to type of shall be deemed to motor shall state the Method
M2 3 Special nr separately when pumps ie dosing pump, include all fittings and type of motors, power of
4 Diesel nr expressly required. metering pump, jet accessories and any capacity. Measure
ment ̵
5 Motor nr pump etc. modification works Second
supplied, delivered and A33 Edition
D33 installed on site and Item description for
(My
Positive displacement make good all joints. motor with pumps
pump is a pump which shall be stated when CES
is categorised whether C39 expressly required. MM2
as reciprocating or Items for motor with )
rotary where the flow pump shall be deemed
volume is driven by to include all supply,
mechanical force. jointing, couplings,
flange, bolting,
D34 washers, and gaskets
Dynamic pump is including make good
the pump which is all joint.
designed as centrifugal
which the flow diven
by rotating vane
impeller include radial,
axial and mixed flow
unit.
D35
Special pump is C
the pumps that is L
determined to be used A
for special purpose S
other than positive S
displacement and U:
dynamic pump. M
E
D36
A motor is a machine C
which converts electric H
energy into mechanical A
energy which NI
categorised under C
synchronous (plain and A
super) and induction L
(squirrel cage and slip A
ring) motors. N
D
E
L
E
C
T
CLASS V
MISCELLANEOUS
WORK
MyCESMM2 | 155
CLASS V: MISCELLANEOUS WORK MEASUREMENT RULES DEFINITION RULES COVERAGE RULES an Civil
Enginee
CE Standard
SM Method
Silt fence (included in Class B: Environmental protection and
M2 of
enhancement). Brickwall (included in Class J : Brickwork, blockwork, and Measure
ment ̵
masonry). Second
Edition
(My
1 Fences 1 Timber m M1 C1 A1
2 Metal m The length of Items for fences and Item description for CES
3 Chain link m fences shall exclude gates shall be deemed fences and gates MM2
4 Barb/bladed wire m lengths occupied by to include excavation, shall state the types, )
5 Composite material m gates. foundation, preparation dimensions and size of
6 Concrete m of surfaces, type of foundations.
7 Precast concrete m finishing, disposal of
panel excavated material, A2
upholding sides of Item description for
excavation, backfilling, fences shall state the
concrete, formwork and sizes, types, material
reinforcement. of post and type of
finishing.
2 Gates nr C2 A3
Items for fences shall Item description for
be deemed to include fences shall state the
all posts and their types of metal and
foundation. grade of timber used.
C3 A4
Items for chain link Item description for
shall be deemed to chain link shall state
include all posts, raked the size, gauge and
angle, straining wires, protective coating of
barb wires, kerbs wire mesh.
where applicable and C
their foundation. A5 L
Item description for A
C4 gates shall state S
Items for gates shall number, size of leaf and S
be deemed to include type of finishing.
V:
posts and foundations,
hinges, bolts, rollers, A6
M
lockplates and all Item description for IS
necessary welding. gate shall state the C
mode of operation. E
C5 L
If mode of operation of L
gate is automatic, the A
items shall be deemed N
to include the control E
system. O
ADDITIONAL
DESCRIPTION RULES
3 Signage for 1 Painting of logos nr C6 A7
buildings and tanks 2 External signage nr Items for internal Item description for
3 Internal signage nr and external signage painting of logo shall
shall be deemed to state the location,
include fixing cost. name of logo, and the
type of paint.
A8
external and internal
signage shall state the
type of material, size
and location.
4 Bearing pads 1 Bridge bearing 1 Roller nr C7 A9

2 Other bearing 2 Slide nr Items for bearing pads Item description for
3 Rocker nr shall be deemed to bearing shall state the
4 Plain rubber nr include grouting and dimensions.
5 Laminated rubber nr temporary works.
6 Pot bearing nr A10
pot bearing shall state
the type of material
used. C
L
A
S
S
V:
M
IS
C
My E
CE
L
SM
M2 L
| A
15 N
7 E
O
Standard Method of Measurement
(MyCESMM)
158 | MyCESMM2
CLASS W
PROVISIONAL AND
PRIME COST SUM
MyCESMM2 | 159
CLASS W: PROVISIONAL AND PRIME COST SUM MEASUREMENT RULES DEFINITION RULES COVERAGE RULES an Civil
Enginee
CE Standard
SM Method
M2 of
Measure
1 Provisional sums 1 Item stated sum M1 D1 C1 A1 ment ̵
Each prime cost The term ‘prime Items for provisional Item description for Second
Edition
sums item shall be cost sum’ is defined sums shall be deemed provisional sums and
followed by an item as a sum provided to include allowances prime cost sums shall (My
for attendance and for work or services to programme, plan identify the work CES
percentage for profit. to be executed and price the works included.
by a nominated within the tenderer’s
MM2
M2 sub-contractor, a general items. )
Where provisional and government or a
prime cost sum form a statutory authority or
separate bills in the for materials or
bill of quantities, this goods to be obtained
item shall make from
reference to the a nominated supplier.
relevant bills instead. Such sum shall be
2 Provisional sums 1 Attendance sum deemed to be exclusive
procured by 2 Profit % of any profit required
employer/ others and/or attendance to
be provided by the
main contractor and
provision shall be
made for the addition
thereof where C
applicable. L
D2 A
The term ‘provisional S
sum’ is defined as a S
sum provided for work W
or for costs which :
cannot entirely be P
foreseen, defined or R
detailed at the time the
3 Prime cost items 1 Item stated sum O
tender documents are
2 Attendance sum issued.
VI
3 Profit % SI
D3 O
Item stated is the N
item identified to A
be measured as L
provisional sum or A
prime cost sum. N
D
P
RI
M
BIBLIOGRAPHY
MyCESMM2 | 161
(MyCESMM2) BIBLIOGRAPHY
BIBLIOGRAPHY
[1] Civil Engineering Standard Method of Measurement, Fourth Edition, CESMM4 (UK),
Institution of Civil Engineers and the Civil Engineering Contractors Association, 2012
[2] JKR 20800-0183-14, Standard Specifications for Building Works 2014
[3] JKR 20403-0003-07, Standard Specifications for Road Works 2014
[4] KTMB Permanent Work Manual 2015
[5] Malaysian Standard Method of Measurement for Civil Engineering Works, CESMM,
Construction Industry Development Board (CIDB), 2003
[6] Malaysian Standard Method of Measurement for Civil Engineering Works, MyCESMM,
Construction Industry Development Board (CIDB), 2011
[7] Malaysian Standard Method of Measurement of Building Works, Second Edition, SMM2,
Instituitionsof Surveyors Malaysia (ISM), 2000
[8] Rail Method of Measurement 2 - Detailed Measurement, July 2014
162 | MyCESMM2
ACKNOWLEDGEMENTS
MyCESMM2 | 163
(MyCESMM2) ACKNOWLEDGEMENTS
ACKNOWLEDGEMENTS
Members of Technical Committee on Construction Practices
Ir. Noraini Bahri (Chairman) Construction Industry Development Board
Malaysia Ms. Nur Mastura Sahran (Secretary) Construction Industry Development Board
Malaysia Mr. Khairunnizam Sulaiman Construction Industry Development Board
Malaysia
Ir. Patrick C Augustin Association of Consulting Engineers Malaysia
Ir. Sin Wai Ho Association of Consulting Engineers Malaysia
Ar. Thulasaidas Sivasubramaniam Jabatan Kerja Raya Malaysia
Mr. Muhammad Imraan Mohd Annuar Jabatan Kerja Raya Malaysia
Mr. Ong Ka Thiam Master Builders Association Malaysia
Mr. Fong Fatt Kee Master Builders Association Malaysia
Ir. Tang Lai Peng Master Builders Association Malaysia
Ir. Ahmad Redza Ghulam Rasool Ministry of Urban Wellbeing, Housing and Local Government
Ir. Roslan Mat Sapri Ministry of Urban Wellbeing, Housing and Local Government
Ir. Kamaruddin Mohd Salleh Persatuan Kontraktor Melayu Malaysia
Dato’ Ir. Jamaludin Non Persatuan Kontraktor Melayu Malaysia
Ar. Jasmin Kamarudin Pertubuhan Akitek Malaysia
Ir. Tiah Oon Ling Real Estate and Housing Developers’ Association Malaysia
Mr. Kamal Pasha Mokhtar Real Estate and Housing Developers’ Association Malaysia
Sr Amnah Salleh Royal Institution of Surveyors Malaysia
Ir. Tu Yong Eng The Institution of Engineers, Malaysia
Ir. Gunasagaran Kristnan The Institution of Engineers, Malaysia
Prof. Ir. Dr. Mohd Zamin Jumaat Universiti Malaya
Ir. Dr. Raizal Saifulnaz Muhammad Rashid Universiti Putra Malaysia
Dr. Sumarni Ismail Universiti Putra Malaysia
164 | MyCESMM2
ACKNOWLEDGEMENTS
ACKNOWLEDGEMENTS
Members of Working Group on Malaysian Standard Civil Engineering Standard Method of Measurement
Datuk Ir. Abdul Kadir Mohd Din (Chairman) Ranhill Capital Sdn Bhd
Sr Nazir Muhamad Nor (Secretary) Construction Industry Development Board Malaysia
Ir. K Sundraraj Association of Consulting Engineers Malaysia
Prof. Ir. Dr. Hajjah Siti Hawa Hamzah Board of Engineers Malaysia
Sr Nik Zainal Alam Hasan Board of Quantity Surveyors Malaysia
Sr Sariah Abd Karib Construction Industry Development Board Malaysia
Ms. Zainora Zainal Construction Industry Development Board Malaysia
Sr Mohd Zaid Zakaria Construction Industry Development Board Malaysia
Sr Dr. Mahmudah Yahya Department of Irrigation and Drainage Malaysia
Sr Ruzimah Othman Department of Irrigation and Drainage Malaysia
Sr Alvin Chin Kok Wah Gamuda Berhad
Mr. Abdul Rahim Abdul Salam Indah Water Konsortium Sdn Bhd
Mr. Muhamad Zaidi Basri Indah Water Konsortium Sdn Bhd
Ir. Abd Rahman Salleh Jabatan Kerja Raya Malaysia
Dato’ Sri. Ir. Dr. Zullkefle Nordin Jabatan Perkhidmatan Pembetungan
Sr Azmi Mohamed Lembaga Lebuhraya Malaysia
Sr Chen Seong Wai Mass Rapid Transit Corporation Sdn Bhd
Mr. Azman Mohd Ihsan Pengurusan Aset Air Berhad
Sr Megat Ab Rahman Megat Wah Prasarana Malaysia Berhad
Mr. Rossizaen Ismail Projek Lebuhraya Usahasama Berhad
Sr Lim Kok Sang Royal Institution of Surveyors
Malaysia Mr. Ahmad Hafizullah Amir Ahmad Razali Suruhanjaya Perkhidmatan Air
Negara Sr Aminuddin Saidin Tenaga Nasional Berhad
Ir. Gunasagaran Kristnan The Institution of Engineers, Malaysia
Assoc. Prof. Sr Dr. Zakaria Mohd Yusof Universiti Teknologi Malaysia
The work of analysing the comments, suggestions and drafting of this Malaysian Standard was undertaken by Sr Hajjah
Sabaria Datuk Haji Hassan and Sr Jailani Jasmani from JUB Central Sdn Bhd. The committee is indebted to the above
mentioned experts for their invaluable advice and assistance throughout.
MyCESMM2 | 165
© Copyright 2018
All rights reserved. No part of this publication may be reproduced or utilised in any
form or by any means, electronic or mechanical, including photocopying and
microfilm, without permission in writing from the CIDB Malaysia.

MyCESMM2 (April 2018)

Uploaded by

Copyright:

Available Formats

MyCESMM2 (April 2018)

Uploaded by

Document Information

Original Title

Copyright

Available Formats

Share this document

Share or Embed Document

Sharing Options

Did you find this document useful?

Is this content inappropriate?

Copyright:

Available Formats

MyCESMM2 (April 2018)

Uploaded by

Copyright:

Available Formats

MALAYSIAN CIVIL

CONSTRUCTION INDUSTRY DEVELOPMENT BOARD (MALAYSIA)

SECTION 1: SCOPE AND GENERAL 1

SECTION 2: APPLICATION OF WORK CLASSIFICATION 1

SECTION 3: CODING AND NUMBERING OF ITEMS 1

SECTION 4: PREPARATION OF THE BILL OF QUANTITIES 1

SECTION 5: COMPLETION, PRICING AND USE OF THE BILL OF QUANTITIES 1

SECTION 6: METHOD-RELATED CHARGES 1

SECTION 7: WORK CLASSIFICATION 2

Class A: General items 3

Association of Consulting Engineers

c) ‘Library of Standard BQ Descriptions for MyCESMM2’ which contains a comprehensive option of

SECTION 1: SCOPE AND GENERAL

SECTION 2: APPLICATION OF WORK CLASSIFICATION

SECTION 3: CODING AND NUMBERING OF ITEMS

SECTION 4: PREPARATION OF THE BILL OF QUANTITIES

SECTION 5: COMPLETION, PRICING, AND USE OF THE BILL OF QUANTITIES

SECTION 6: METHOD-RELATED CHARGES

SECTION 7: WORK CLASSIFICATION

Class A : General items

Class B : Environmental protection and

enhancement Class C : Traffic management and

Class D : Site investigation work

Class E : Demolition and site

clearance Class F : Earthworks

Class G : Geotechnical work

Class H : Piling work

Class I : Concrete work

Class J : Brickwork, block work and

masonry Class K : Timber work

Class M : Building work

Class N : Painting work

Class P : Pipe rehabilitation work

Class Q : Drainage work

Class R : Roads and pavings

Class S : Tunnel work

Class T : Rail track

Class U : Mechanical and electrical work

Class V : Miscellaneous work

Class W : Provisional and prime cost sum

FIRST DIVISION SECOND DIVISION THIRD DIVISION UNIT

6 Mobilisation and sum C14 A22

6 Design and build 1 Preliminary sum D17 C15

FIRST DIVISION SECOND DIVISION THIRD DIVISION UNIT

FIRST DIVISION SECOND DIVISION THIRD DIVISION UNIT

3 Cone penetration 1 Plant movement 1 Land nr A8

1 General clearance 1 Above ground ha M1 D2 C2 A2

7 Pipelines 1 Nominal bore: m M4 D7 C6

1 Excavation 1 Stripping 1 Topsoil m2 M6 A5

4 Foundation 1 Earth m3 M9 C6 A11

6 Dredging 1 Provision of plant sum M13 C8 A15

Measurement covered under other classes: D1 C1 A1

FIRST DIVISION SECOND DIVISION THIRD DIVISION UNIT

3 Ground anchor 1 Earth m C8 A10

4 Concrete buttress m2 C9 A11 C

8 Monitoring nr M20 C19 A31

5 Interlocking steel 1 Supply m M14 D7 A22

4 Miscellaneous work 1 Obstructions 1 Excavation through m M17 A26

5 Pile tests 1 Static load/ nr C18 A27