BILL NO.

1 - GENERAL ITEMS

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

A100 CONTRACTUAL REQUIREMENTS

A110 Bond

A A111 Performance Bond; Banker's/Insurance/Financial sum

Institution Guarantee*

B A112 Design Guarantee Bond (for stand alone design to be sum

designed by the Contractor).

A120 Insurances

C A121 Insurance of the Works. sum

D A122 Public Liability Insurance. sum

E A123 SOCSO/Workmen Compensation Insurance. sum

A140 Statutory Obligations

F Statutory obligation (..) sum

A200 SO/PD REQUIREMENTS

A210 Facilities

G Establishment and Removal of Office sum

H Maintenance of Office mth

I A211 Establishment and Removal of Laboratories sum

J A212 Maintenance of Laboratories mth

Page Total carried to Summary of Bill No. 1

* Delete where not applicable BQ1 - 1/313

** Designer to decide which is applicable
# Duration to be inserted by tenderer based
on tendered period
 BILL NO. 1 - GENERAL ITEMS

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

A200 ENGINEER/SO/PD/ER REQUIREMENTS (Cont…)

A220 Equipment

K A221 Establishment and Removal of Office Equipment

Provision of office equipment upon completion as per

Specification (Appendix 1E). Equipment to be reverted
to the Contractor after completion.

a) 2 No. computer. sum

b) 1 No. photocopy machine. sum
c) ……others sum

A222 Maintenance of Office Equipment mth

A230 Services for the the Engineer/SO/PD/ER

D A231.1 Provision of transport vehicle sum

E A232.1 Maintenance of vehicle. mth

a) Laboratory Services nr
b) Survey nr

A240 Attendance for the Engineer/SO/PD/ER's

Representative

F A241 Drivers [..nos.] for [Type A and Type B vehicle]. man-mth

G A245 Security guard […nos.] man-mth

A250 Submission of Documents

K A254 Works programme [in Microsoft Project/Primavera** on sum

a Gantt Chart format] and required personnel to update
the programme as per Specification.

Page Total carried to Summary of Bill No. 1

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** Designer to decide which is applicable
# Duration to be inserted by tenderer based
on tendered period
 BILL NO. 1 - GENERAL ITEMS

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

A260 Miscellaneous

A A262 Project signboard nr

B A263 As built drawings as per Specification. sum

C Progress report [ in sets..],including progress mth

photograpic and video using Unmanned Aerial Video
(UAV).

A300 PROJECT REQUIREMENTS

D A310 Setting out sum

A320 Quality Assurance/Quality Control (QA/QC)

E A321 QA/QC Plan as per Specification. sum

A360 Clearance of Site Upon Completion

F A360 Clearance of site upon completion as per Specification. sum

A400 AUTHORITIES' REQUIREMENTS

A420 Permits and fees

G A420 Permit and fees [ to KTMB for pipe jacking work across sum
railway tracks at (…).

A430 Deposit

I A430 Deposit [to JKR for pipelying work along road verge sum
from (…) to (…).
H
A440 Licence to contravene

I A440 Licence to contravene for (..). sum

Page Total carried to Summary of Bill No. 1

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** Designer to decide which is applicable
# Duration to be inserted by tenderer based
on tendered period
 BILL NO. 1 - GENERAL ITEMS

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

A500 CONTRACTOR'S REQUIREMENTS

Contractor’s Facilities

Establish, maintain and remove:

A (a) Office sum
B (b) Office Equipment sum
C (c) Laboratory sum
D (d) Laboratory Equipment sum
E (e) Stores sum
F (f) Workshop sum
G (g) Workman’s accommodations sum
H (h)Transport sum

Temporary Works

I Construct, maintain and remove temporary access sum

roads; fixed charge (detail stated)

Temporary Works (Materials)

Set-up, maintain and remove (detail stated):

J (a) Scaffolding sum
K (b) Support Scaffolding and Propping sum
L (c) Piling sum
M (d) Formwork sum
N (e) Shafts and Pits sum
O (f) Hardstanding sum

Page Total carried to Summary of Bill No. 1

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** Designer to decide which is applicable
# Duration to be inserted by tenderer based
on tendered period
 BILL NO. 1 - GENERAL ITEMS

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

Contractor requirement

Site Management

A Provide, maintain and removal of supervision, sum

administration and labour team; fixed and time related
charges (detail stated)

Mobilisation and demobilisation

B A560.1 Fixed charge excluding piling and other specialist works sum
(detail stated)

Page Total carried to Summary of Bill No. 1

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** Designer to decide which is applicable
# Duration to be inserted by tenderer based
on tendered period
 BILL NO. 1 - GENERAL ITEMS

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

Summary of Bill No. 1 : General Items

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Page BQ1 - 4/5

Page BQ1 - 5/5

Total of Bill No. 1 carried to Summary of Tender

* Delete where not applicable BQ1 - 6/313

** Designer to decide which is applicable
# Duration to be inserted by tenderer based
on tendered period
 Tajuk Projek:

Bill NO. 2 - DEMOLITION AND SITE CLEARANCE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

E100 GENERAL CLEARANCE

Above Ground

A E110 General clearance ha

Water Bodies

B E120 At water bodies ha

E200 TREES

C E210 Trees of girth: 0.50 m to not exc 1 m. nr

D E220 Trees of girth: exc 1 m to not exc 2 m. nr

E E230 Trees of girth: exc 2 m to not exc 5 m. nr

F E240 Trees of girth exceeding 5 m. nr

G Relocating of trees to new location as per S.O/P.D instruction. nr

H E290.1 Trees of girth: 0.50 m to not exc 1 m. nr

I E290.2 Trees of girth: exc 1 m to not exc 2 m. nr

J E290.3 Trees of girth: exc 2 m to not exc 5 m. nr

K E290.4 Trees of girth exceeding 5 m. nr

Page Total carried to Summary of Bill No. 2

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 Tajuk Projek:

Bill NO. 2 - DEMOLITION AND SITE CLEARANCE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

E300 DEMOLITION AND REMOVAL FROM SITE OF ALL

BUILDINGS AND EXISTING STRUCTURES

BUILDINGS

Concrete

E311 Individual Building - Single storey

A E311.1 less than 100 m2 ( ........ Nos) sum
B E311.2 100 - 200 m2 ( ........ Nos) sum
C E311.3 exceeding 200 m2 ( ........ Nos) sum

E311 Individual Building - Double storey

D E311.1 less than 100 m2 ( ........ Nos) sum
E E311.2 100 - 200 m2 ( ........ Nos) sum
F E311.3 exceeding 200 m2 ( ........ Nos) sum

E311 Individual Building - ……………. storey

G E311.1 less than 100 m2 ( ........ Nos) sum
H E311.2 100 - 200 m2 ( ........ Nos) sum
I E311.3 exceeding 200 m2 ( ........ Nos) sum

E312 Group of Building - Single storey

J E312.1 less than 100 m2 ( ........ Nos) sum
K E312.2 100 - 200 m2 ( ........ Nos) sum
L E312.3 exceeding 200 m2 ( ........ Nos) sum

E312 Group of Building - Double storey

M E312.1 less than 100 m2 ( ........ Nos) sum
N E312.2 100 - 200 m2 ( ........ Nos) sum
O E312.3 exceeding 200 m2 ( ........ Nos) sum

E312 Group of Building (Identical and same number of storey) -

…………storey
P E312.1 less than 100 m2 ( ........ Nos) sum
Q E312.2 100 - 200 m2 ( ........ Nos) sum
R E312.3 exceeding 200 m2 ( ........ Nos) sum

Brickwork and Masonry

E321 Individual Building - Single storey

S E321.1 less than 100 m2 ( ........ Nos) sum
T E321.2 100 - 200 m2 ( ........ Nos) sum
U E321.3 exceeding 200 m2 ( ........ Nos) sum

E321 Individual Building - Double storey

V E321.4 less than 100 m2 ( ........ Nos) sum
W E321.5 100 - 200 m2 ( ........ Nos) sum
X E321.6 exceeding 200 m2 ( ........ Nos) sum

E321 Individual Building - ……………. storey

Y E321.7 less than 100 m2 ( ........ Nos) sum
Z E321.8 100 - 200 m2 ( ........ Nos) sum
AA E321.9 exceeding 200 m2 ( ........ Nos) sum

Page Total carried to Summary of Bill No. 2

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 Tajuk Projek:

Bill NO. 2 - DEMOLITION AND SITE CLEARANCE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

E322 Group of Building - Single storey

A E322.1 less than 100 m2 ( ........ Nos) sum
B E322.2 100 - 200 m2 ( ........ Nos) sum
C E322.3 exceeding 200 m2 ( ........ Nos) sum

E322 Group of Building - Double storey

D E322.4 less than 100 m2 ( ........ Nos) sum
E E322.5 100 - 200 m2 ( ........ Nos) sum
F E322.6 exceeding 200 m2 ( ........ Nos) sum

E322 Group of Building (Identical and same number of storey) -

…………storey
G E322.7 less than 100 m2 ( ........ Nos) sum
H E322.8 100 - 200 m2 ( ........ Nos) sum
I E322.9 exceeding 200 m2 ( ........ Nos) sum

Timber

E331 Individual Building - Single storey

J E331.1 less than 100 m2 ( ........ Nos) sum
K E331.2 100 - 200 m2 ( ........ Nos) sum
l E331.3 exceeding 200 m2 ( ........ Nos) sum

E331 Individual Building - Double storey

M E331.4 less than 100 m2 ( ........ Nos) sum
N E331.5 100 - 200 m2 ( ........ Nos) sum
O E331.6 exceeding 200 m2 ( ........ Nos) sum

E331 Individual Building - ……………. storey

P E331.7 less than 100 m2 ( ........ Nos) sum
Q E331.8 100 - 200 m2 ( ........ Nos) sum
R E331.9 exceeding 200 m2 ( ........ Nos) sum

E332 Group of Building - Single storey

S E332.1 less than 100 m2 ( ........ Nos) sum
T E332.2 100 - 200 m2 ( ........ Nos) sum
U E332.3 exceeding 200 m2 ( ........ Nos) sum

E332 Group of Building - Double storey

V E332.4 less than 100 m2 ( ........ Nos) sum
W E332.5 100 - 200 m2 ( ........ Nos) sum
X E332.6 exceeding 200 m2 ( ........ Nos) sum

Page Total carried to Summary of Bill No. 2

* Delete where not applicable

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* Designer to decide which is applicable
 Tajuk Projek:

Bill NO. 2 - DEMOLITION AND SITE CLEARANCE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

E332 Group of Building (Identical and same number of storey) -

…………storey
A E332.7 less than 100 m2 ( ........ Nos) sum
B E332.8 100 - 200 m2 ( ........ Nos) sum
C E332.9 exceeding 200 m2 ( ........ Nos) sum

Metal

E341 Individual Building - Single storey

D E341.1 less than 100 m2 ( ........ Nos) sum
E E341.2 100 - 200 m2 ( ........ Nos) sum
F E341.3 exceeding 200 m2 ( ........ Nos) sum

E341 Individual Building - Double storey

G E341.4 less than 100 m2 ( ........ Nos) sum
H E341.5 100 - 200 m2 ( ........ Nos) sum
I E341.6 exceeding 200 m2 ( ........ Nos) sum

E341 Individual Building - ……………. storey

J E341.7 less than 100 m2 ( ........ Nos) sum
K E341.8 100 - 200 m2 ( ........ Nos) sum
L E341.9 exceeding 200 m2 ( ........ Nos) sum

E342 Group of Building - Single storey

M E342.1 less than 100 m2 ( ........ Nos) sum
N E342.2 100 - 200 m2 ( ........ Nos) sum
O E342.3 exceeding 200 m2 ( ........ Nos) sum

E342 Group of Building - Double storey

P E342.4 less than 100 m2 ( ........ Nos) sum
Q E342.5 100 - 200 m2 ( ........ Nos) sum
R E342.6 exceeding 200 m2 ( ........ Nos) sum

E342 Group of Building (Identical and same number of storey) -

…………storey
S E342.7 less than 100 m2 ( ........ Nos) sum
T E342.8 100 - 200 m2 ( ........ Nos) sum
U E342.9 exceeding 200 m2 ( ........ Nos) sum

No Predominant Material

E351 Individual Building - Single storey

V E351.1 less than 100 m2 ( ........ Nos) sum
W E351.2 100 - 200 m2 ( ........ Nos) sum
X E351.3 exceeding 200 m2 ( ........ Nos) sum

E351 Individual Building - Double storey

Y E351.4 less than 100 m2 ( ........ Nos) sum
Z E351.5 100 - 200 m2 ( ........ Nos) sum
AA E351.6 exceeding 200 m2 ( ........ Nos) sum

Page Total carried to Summary of Bill No. 2

* Delete where not applicable

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* Designer to decide which is applicable
 Tajuk Projek:

Bill NO. 2 - DEMOLITION AND SITE CLEARANCE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

E351 Individual Building - ……………. storey

A E351.7 less than 100 m2 ( ........ Nos) sum
B E351.8 100 - 200 m2 ( ........ Nos) sum
C E351.9 exceeding 200 m2 ( ........ Nos) sum

E352 Group of Building - Single storey

D E352.1 less than 100 m2 ( ........ Nos) sum
E E352.2 100 - 200 m2 ( ........ Nos) sum
F E352.3 exceeding 200 m2 ( ........ Nos) sum

E352 Group of Building - Double storey

G E352.4 less than 100 m2 ( ........ Nos) sum
H E352.5 100 - 200 m2 ( ........ Nos) sum
I E352.6 exceeding 200 m2 ( ........ Nos) sum

E352 Group of Building (Identical and same number of storey) -

…………storey
J E352.7 less than 100 m2 ( ........ Nos) sum
K E352.8 100 - 200 m2 ( ........ Nos) sum
L E352.9 exceeding 200 m2 ( ........ Nos) sum

E400 STRUCTURES

Concrete

M E411 Above ground ‒ [e.g. 10 m long x 6 m wide bridges]. sum

N E412 Below ground ‒ [e.g. Precast concrete box culverts including sum
headwall, wingwall and foundation 20 m long x 3 m wide x 2 m
deep].

Brickwork and Masonry

O E421.1 Above ground ‒ [e.g. 10 m x 1.8 m high fences]. sum

P E421.2 Above ground ‒ [e.g. 10 m x 3 m high retaining wall]. sum

Q E422.1 Below ground ‒ [e.g. 2 m x 2 m x 3 m deep manhole]. sum

R E422.2 Below ground ‒ [e.g. block drain including foundation 50 m x 1 sum

m wide x 2 m deep].

S E422.3 Below ground ‒ [e.g. 2 m x 2 m x 3 m deep sump]. sum

Timber

T E431 Above ground ‒ [e.g. 3 m x 3 m timber shed.] sum

Metal

U E441 Above Ground sum

V E442 Below Ground sum

No Predominant Material

W E451 Above Ground sum

X E452 Below Ground sum

Page Total carried to Summary of Bill No 2

* Delete where not applicable

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* Designer to decide which is applicable
 Tajuk Projek:

Bill NO. 2 - DEMOLITION AND SITE CLEARANCE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

E500 SCRAP MATERIALS

Concrete
A E511 Above ground ; sum
B E512 Below ground; sum

Brickwork & Masonry

C E521 Above ground; sum
D E522 Below ground; sum

Timber
E E531 Above ground; sum
F E532 Below ground; sum

Metal
G E541 Above ground sum
H E542 Below ground sum

No Predominant Material
G E551 Above ground sum
H E552 Below ground sum

DISMANTLE AND SEND TO STORE FOR REUSE AS

DIRECTED BY S.O / P.D*

Metal

I E441.1 Above ground ‒ [e.g. 2 m x 2 m x 20 m high truss support to sum

water tank].

J E441.2 Above ground ‒ [e.g. 100 m long guardrails] the guardrails sum
shall become the property of the Goverment and shall be
delivered to the store at (…….).

K E441.3 Above ground ‒ [e.g. 100 m long x 2.10 m fences] the fences sum
shall become the property of the Government and shall be
delivered to the store at (…….).

L E441.4 Above ground ‒ [e.g. 6 m long x 2.10 m gates] the gates shall sum
become the property of the Goverment and shall be delivered
to the store at (…….).

M E441.5 Above ground ‒ [e.g. 6 m long x 1.8 m high signboard] the sum
signboard shall become the property of the Government and
shall be delivered to the store at (…….).

No Predominant Material

E451 Water tank (Above Ground) sum

E452 Water Tank (Below Groud) sum

E700 Pipelines

E710 Nominal bore: exceeding 300mm m

Water Bodies

E719 Demolition of Piple Line m

SALVAGE VALUE
Transport charges to credit to government of the following :-

N E910 Building material sum

O E920 Structure material sum

P E930 Pipeline Material sum

Page Total carried to Summary of Bill No. 2

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* Designer to decide which is applicable
 Tajuk Projek:

Bill NO. 2 - DEMOLITION AND SITE CLEARANCE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

Summary of Bill No. 2 : Demolition and Site Clearance

Page BQ2 - 1/7

Page BQ2 - 2/7

Page BQ2 - 3/7

Page BQ2 - 4/7

Page BQ2 - 5/7

Page BQ2 - 6/7

Total of Bill No.2 carried to Summary of Tender

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* Designer to decide which is applicable
 Project :

BILL NO. 3 - EARTHWORKS

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

STRIPPING OF TOPSOIL

Stripping

A F111.1 Topsoil of average depth of 150 mm and disposed to the m2

Contractor's dumpsite as approved by the S.O./P.D.

B F111.2 Topsoil of average depth of 150 mm and stockpile for re-use m2

as top soil for turfing.

EXCAVATE, LOAD, HAUL AND DEPOSIT

Cut to Fill

Excavation in cut shall be deemed to include trimming

and preparation of excavated surface and transportation
from source to place of fill.

Excavation in hard mass and rock mass shall be deemed

to include trial excavation (direct method) and point load
test (indirect method) as per JKR Standard Specification
for Roadworks Section 2: Earthworks (JKR/SPJ/S2-2019)

C F121 Excavate in earth from original ground level to form m3

embankment.

D F122 Excavate in natural hard mass to form embankment. m3

E F123.1 Excavate in rock mass by open blasting to form m3

embankment.

F F123.2 Excavate in rock mass by controlled blasting to form m3

embankment.

G F123.3 Excavate in rock mass using ripper unit / hydraulic rock m3

breaker to form embankment

H F123.4 Excavate in rock mass using pneumatic tools to form m3

embankment.

Page Total carried to Summary of Bill No. 3

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 Project :

BILL NO. 3 - EARTHWORKS

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

EXCAVATE, LOAD, HAUL AND DISPOSE

Excavation in cut shall be deemed to include trimming

and preparation of excavated surface and transportation
from source to place of fill.

Excavation in hard mass and rock mass shall be deemed

to include trial excavation (direct method) and point load
test (indirect method) as per JKR Standard Specification
for Roadworks Section 2: Earthworks (JKR/SPJ/S2-2019)

Cut and Dispose

A F131.1 Excavate in earth to disposal site approved by the S.O./P.D. m3

B F131.2 Excavate in earth to disposal site approved by the S.O./P.D m3

outside of boundary.

C F131.3 Excavate in earth to disposal site approved by the S.O./P.D m3

at contractor dump site.

D F132 Excavate in natural hard mass to disposal site approved by m3

the S.O./P.D.

C F133.1 Excavate in rock mass by open blasting to disposal site m3

approved by the S.O./P.D.

D F133.2 Excavate in rock mass by controlled blasting to disposal site m3

approved by the S.O./P.D.

E F133.3 Excavate in rock mass using ripper unit / hydraulic rock m3

breaker to disposal site approved by the S.O./P.D.

F F133.4 Excavate in rock mass using pneumatic tools to disposal site m3

approved by the S.O./P.D.

G F134 Excavate in artificial hard mass to disposal site approved by m3

the S.O./P.D.

Page Total carried to Summary of Bill No. 3

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* Designer to decide which is applicable
 Project :

BILL NO. 3 - EARTHWORKS

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

EXCAVATION FOR FOUNDATION

Excavation for foundation shall include upholding sides
of excavation, preparation of excavated surface,
additional excavation to provide working space and
removal of dead services (e.g. culvert, pile embankment).

Excavation in hard mass and rock mass shall be deemed

to include trial excavation (direct method) and point load
test (indirect method) as per JKR Standard Specification
for Roadworks Section 2: Earthworks (JKR/SPJ/S2-2019)

A F141 Excavate in earth commencing from platform level to m3

required depth.

B F142 Excavate in natural hard mass commencing from platform m3

level to required depth.

C F143.1 Excavate in rock mass by open blasting commencing from m3

platform level to required depth.

D F143.2 Excavate in rock mass by controlled blasting commencing m3

from platform level to required depth.

E F143.3 Excavate in rock mass using ripper unit / hydraulic rock m3

breaker commencing from platform level to required depth.

F F143.4 Excavate in rock mass using pneumatic tools commencing m3

from platform level to required depth.

G F144 Excavate in artificial hard mass commencing from platform m3

level to required depth.

EXCAVATION UNDERWATER

H F150 Excavate under water from river bed to required level. Rate m3
shall include all necessary temporary work.

EXCAVATION BY DREDGING

I F161.1 Provision of all necessary plant and equipment, sum

transportation to the Site, assembling, and removal off the
Site after completion of operation for dredging work.

F161.2 sum
Moving and handling all necessary plant and equipment
within the Site and from location to location as often as is,
and whenever necessary for execution of whole operation.

F161.3 Temporary staging for dredging work at the banks of Sg. (. sum
….)

* Delete where not applicable

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* Designer to decide which is applicable
 Project :

BILL NO. 3 - EARTHWORKS

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

J F162 Excavation by dredging to limits as shown in Drawing. m3

Page Total carried to Summary of Bill No. 3

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 Project :

BILL NO. 3 - EARTHWORKS

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

EXCAVATION ANCILLARIES

A F211 Double handling of excavated earth to temporary stockpile m3

approved by S.O./P.D.

B F212 Double handling of excavated natural hard mass to m3

temporary stockpile approved by S.O./P.D.

C F213 Double handling of excavated rock mass to temporary m3

stockpile approved by S.O./P.D.

D F214 Double handling of excavated artificial hard mass to m3

temporary stockpile approved by S.O./P.D.

F F220 Excavation with timber support left-in. m2

G F230 Excavation with metal support left-in. m2

SPREAD, GRADE AND COMPACT

Filling

The following items for filling shall include compaction,

testing and confirmation material and additional filling
necessitated by settlement or penetration into underlying
material as applicable.

General

H F311 Using suitable excavated material as per Specification m3

I F312.1 Imported material from Contactor's own source as per m3

Specification

J F312.2 Imported material from borrow pit as shown in the drawing as m3

per Specification

K F313 Mass concrete Grade C16/20 m3

L F314.1 Imported sand from contractor own source as per drawings. m3

M F314.2 Imported granular material from contractor own source as per m3

drawings.

N F313 Mass concrete Grade C16/20

Embankments

O F321 Using suitable excavated material as per Specification to m3

form embankment

P F322 Imported material from Contactor's own source as per m3

Specification to form embankment

* Delete where not applicable

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* Designer to decide which is applicable
 Project :

BILL NO. 3 - EARTHWORKS

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)
Q F323 Mass concrete [e.g Grade C12/15] m3

R F324 Other stated material – granular material as per drawings to m3

form drainage layer to embankment.

Page Total carried to Summary of Bill No. 3

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* Designer to decide which is applicable
 Project :

BILL NO. 3 - EARTHWORKS

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

To Structure

J F341 Using suitable material earth as per Specification m3

K F342 Imported material from Contactor's own source as per m3

Specification

L F344 Other stated material – granular material as per Drawings m3

M F343 Mass concrete [e.g Grade C12/15] m3

Below water

N F360.1 Filling using suitable excavated material as per Specification m3

to form embankment [e.g Sg…... below water level]

O F360.2 Imported material from Contactor's own source as per m3

Specification to form embankment [e.g Sg…... below water
level]

P F360.3 Other stated material – granular material as per Drawings to m3

form drainage layer to embankment [e.g Sg…... below water
level]

Page Total carried to Summary of Bill No. 3

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* Designer to decide which is applicable
 Project :

BILL NO. 3 - EARTHWORKS

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)
F400 LANDSCAPING

Items for landscaping shall be deemed to include

digging, planting media, bedding, stalking, protection,
watering, weeding, required fertilising, and replacement
of dead item until the vegetation is established.

A F410.1 Spot turfing to flat areas. m2

B F410.2 Close turfing to slopes as per spesification m2

C F420.1 Hydroseeding as per Specification m2

D F420.2 Hydroseeding with Bio-degradable erosion control blanket or m2

equivalent.

E F430 Bio-degradable erosion control blanket to slope of m2

embankment with fastening hook at […mm] spacing.

F F440.1 Vertiver grass or equivalent at 250 mm spacing (in group of 3 m

rows).

G F440.2 Creepers or equivalent at 250 mm spacing (in group of 3 m

rows).

H F450 Trees of the (….) species with minimum girth of [e.g.200 mm] nr
and [e.g 3 m] tall.

Page Total carried to Summary of Bill No. 3

* Delete where not applicable

BQ3 - 21/313
* Designer to decide which is applicable
 Project :

BILL NO. 3 - EARTHWORKS

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Summary of Bill No. 3 : Earthworks

Page BQ3 - 1/7

Page BQ3 - 2/7

Page BQ3 - 3/7

Page BQ3 - 4/7

Page BQ3 - 5/7

Page BQ3 - 6/7

Total of Bill No.3 carried to Summary of Tender

* Delete where not applicable

BQ3 - 22/313
* Designer to decide which is applicable
PROJECT

BILL NO. 4 – DRAINAGE WORKS (ALL PROVOSIONAL)

RATE
No. CODE NO. MOM DESCRIPTION OF WORK UNIT QTY
(RM)

4.1 TEMPORARY WORK

A A379 Temporary crossing for culvert excavation sum

B A371 Temporary road diversion for culvert excavation sum

C A376 Pumping as per specification sum

D A377 De-watering as per specification sum

4.2 NEW PIPE CULVERT

4.2.1 Excavation
G Q151 4.2.1.1 Earth commencing from [level ….] m3
[size … x … width x … depth]

H Q152 4.2.1.2 Rock commencing from [level ….] m3

[size … x … width x … depth]

J Q153 4.2.1.3 Natural hard material commencing from [level ….] m3

[size … x … width x … depth]

K Q154 4.2.1.4 Artificial hard material commencing from [level ….] m3

[size … x … width x … depth]

L Q155 4.2.1.5 Unsuitable material commencing from [level ….] m3

[size … x … width x … depth]

M Q156 4.2.1.6 Roads and pavements commencing from [level ….] m3

[size … x … width x … depth], including reinstatement 300mm
thick

4.2.2 Type of Foundation

4.2.2.1 Type A - Reinforced Concrete Cradle Foundation

N I111 4.2.2.1.1 Grade C15 Concrete; Blinding mass concrete, […....mm] thick to m²
footing.

P I511 4.2.2.1.2 Formwork - F1: rough finish to bases. m²

Q I618 4.2.2.1.3 Reinforcement - Nominal diameter. Stated exceeding than t

32mm

R I617 4.2.2.1.3 Reinforcement - Nominal diameter. Stated less and including t

25mm

S I667.1 4.2.2.1.4 BRC; Square Mesh - Type A; A393 (A10) m²

T I667.2 4.2.2.1.4 BRC; Rectangular Mesh - Type B; B785 (B10) m²

U I667.3 4.2.2.1.4 BRC; Long Mesh - Type C; C785 (C10) m²

V I132 4.2.2.1.5 Grade C25 Concrete; Base of valve chamber m3

Page Total Carried to Summary of Bill No. 4

4.2.2.2 Type B - Normal Foundation

A F312.1 4.2.2.2.1 Filling; Other stated material; imported sand material as per m3
specification (clause no..).
PROJECT

BILL NO. 4 – DRAINAGE WORKS (ALL PROVOSIONAL)

RATE
No. CODE NO. MOM DESCRIPTION OF WORK UNIT QTY
(RM)
B F312.2 4.2.2.2.2 Filling; Other stated material; imported granular material as m3
per specification (clause no..).

4.2.2.3 Type B1 - Soft Foundation

C F312.3 4.2.2.3.1 Filling; Other stated material; imported sand material as per m3
specification (clause no..).

D F312.4 4.2.2.3.2 Filling; Other stated material; imported granular material as m3

per specification (clause no..).

4.2.2.4 Type B2 - Hard Foundation

E F312.5 4.2.2.4.1 Filling; Other stated material; imported sand material as per m3
specification (clause no..).

F F312.6 4.2.2.4.2 Filling; Other stated material; imported granular material as m3

per specification (clause no..).

4.2.2.5 Concrete Surround Pipe Culvert

G I511 4.2.2.5.1 Formwork to Sides; F1: rough finish to pipe culvert m²

H I129 4.2.2.5.2 Grade C20 Concrete; Mass concrete surround to pipes. m3

4.2.2.6 Pile Foundation

[…..mm] Grade C40 square precast reinforced concrete
piles with a working load of [….kN ].

J H110 4.2.2.6.1 Provision of all necessary piling plant and equipment, sum
transportation to the Site, handling, assembling, and removal off
the Site after completion of operation.

K H120 4.2.2.6.1 Moving and handling of all piling plant and equipment within the sum
Site and from location to location as often as is, and whenever
necessary for the execution of the whole piling operation.

L H130 4.2.2.6.1 Temporary staging for piling work at the banks of Sg. (…..). sum

M H261.1 4.2.2.6.2 Supply initial piles with (Type of shoes) of [.....m] length. nr

N H261.2 4.2.2.6.2 Supply extension piles of […..m] length. nr

P H262.1 4.2.2.6.3 Depth driven. m

Q H262.2 4.2.2.6.3 Depth driven raked at inclination ratio of [1:8]. m

R H262.3 4.2.2.6.3 Depth driven using jack-in method. m

S H264 4.2.2.6.4 Jointing with butt weld all round as shown in Standard Drawing.
m

T H266 4.2.2.6.5 Cut-off piles including preparing heads. nr

V I111 4.2.2.6.6 Grade C15 Concrete; Blinding mass concrete, […....mm] thick to m²
footing.

W I511 4.2.2.6.7 Formwork - F1: rough finish to bases. m²

Page Total Carried to Summary of Bill No. 4

A I618.1 4.2.2.6.8 Reinforcement - Nominal diameter. Stated exceeding than t

32mm

B I618.2 4.2.2.6.8 Reinforcement - Nominal diameter. Stated less and including t

25mm

C I691 4.2.2.6.9 BRC; Square Mesh - Type A; A393 (A10) m²

PROJECT

BILL NO. 4 – DRAINAGE WORKS (ALL PROVOSIONAL)

RATE
No. CODE NO. MOM DESCRIPTION OF WORK UNIT QTY
(RM)

D I692 4.2.2.6.9 BRC; Rectangular Mesh - Type B; B785 (B10) m²

E I693 4.2.2.6.9 BRC; Long Mesh - Type C; C785 (C10) m²

F I132 4.2.2.6.10 Grade C25 Concrete; Base of valve chamber m3

4.2.2.7 Precast Concrete Pipe Culvert

G Q611 [……mm] [e.g. 1200 mm] diameter single precast concrete pipe m
culvert, Class […….] [e.g. X] in standard length of 1m.

H Q612 [……mm] [e.g. 1200 mm] diameter twin precast concrete pipe m
culvert, Class [e.g. X] in standard length of 1 m.

J Q613 [……mm] [e.g. 1200 mm] diameter triple precast concrete pipe m
culvert, Class [e.g. X] in standard length of 1m.

4.2.2.8 Sumps

K Q710 Bricks; [... mm x ... mm x ... m deep]; including mild steel grating nr
cover for [100 kN load] as per Drawing No. (....).

L Q720 Precast Concrete; [... mm x ... mm x ... m deep]; including mild nr

steel grating cover for [100 kN load] as per Drawing No. (....).

M Q790 Cast In-Situ; [...mm x ...mm x ... m deep; including mild steel nr
grating cover for [100 kN load] as per Drawing No. (....).

4.2.2.9 Inlet/ Outlet

Headwall/ Wingwall
N Q891.1 Brickworks nr

P Q891.2 Cast In-Situ nr

Q Q891.3 Precast nr

Inlet/Outlet Intergration/ Protection as per dwg. (no…..)

R Q892.1 Brickworks nr

S Q892.2 Cast In-Situ nr

T Q892.3 Stone Pitch nr

4.2.2.10 Fill Material

U F311 4.2.2.10.1 General; Using suitable excavated material to grading limits as m3

per Specification Clause (2.2 (e) Section 2).

V F312.1 4.2.2.10.2 General; Imported material from contactor's own source with m3
grading limits as per specification (clause no..).

Page Total Carried to Summary of Bill No. 4

A F312.2 4.2.2.10.2 General; Imported material from borrow pit as shown in the m3
drawing with grading limits as per specification (clause no..).

4.3 EXTENSION OF EXISTING PIPE CULVERT

4.3.1 Demolition and Hacking

PROJECT

BILL NO. 4 – DRAINAGE WORKS (ALL PROVOSIONAL)

RATE
No. CODE NO. MOM DESCRIPTION OF WORK UNIT QTY
(RM)
B E412 Below ground ‒ […..] (e.g. Precast concrete box culverts) sum
including headwall, wingwall and foundation […m long x ...m
wide x ...m deep] (e.g. 20 m long x 3 m wide x 2 m deep.

4.3.2 Excavation
C Q151 Earth commencing from [level ….] m3
[size … x … width x … depth]

D Q152 Rock commencing from [level ….] m3

[size … x … width x … depth]

E Q153 Natural hard material commencing from [level ….] m3

[size … x … width x … depth]

F Q154 Artificial hard material commencing from [level ….] m3

[size … x … width x … depth]

G Q155 Unsuitable material commencing from [level ….] m3

[size … x … width x … depth]

H Q156 Roads and pavements commencing from [level ….] m3

[size … x … width x … depth], including reinstatement 300mm
thick

4.3.3 Type of Foundation

Type A - Reinforced Concrete Cradle Foundation

J I111 Grade C15 Concrete; Blinding mass concrete, […....mm] thick to m²
footing.

K I511 Formwork - F1: rough finish to bases. m²

L I618 Reinforcement - Nominal diameter. Stated exceeding than t

32mm

M I617 Reinforcement - Nominal diameter. Stated less and including t

25mm

N I667.1 BRC; Square Mesh - Type A; A393 (A10) m²

P I667.2 BRC; Rectangular Mesh - Type B; B785 (B10) m²

Q I667.3 BRC; Long Mesh - Type C; C785 (C10) m²

R I132 Grade C25 Concrete; Base of valve chamber m3

Type B - Normal Foundation

S F314.1 Filling; Other stated material; sand material as per m3
specification (clause no..).

T F314.2 Filling; Other stated material; granular material as per m3

specification (clause no..).

Page Total Carried to Summary of Bill No. 4

Type B1 - Soft Foundation

A F314.1 Filling; Other stated material; sand material as per m3
specification (clause no..).

B F314.2 Filling; Other stated material; granular material as per m3

specification (clause no..).
PROJECT

BILL NO. 4 – DRAINAGE WORKS (ALL PROVOSIONAL)

RATE
No. CODE NO. MOM DESCRIPTION OF WORK UNIT QTY
(RM)
Type B2 - Hard Foundation
C F314.1 Filling; Other stated material; sand material as per m3
specification (clause no..).

D F314.2 Filling; Other stated material; granular material as per m3

specification (clause no..).

Concrete Surround Pipe Culvert

E I511 Formwork to Sides; F1: rough finish to pipe culvert m²

F I129 Grade C20 Concrete; Mass concrete surround to pipes. m3

Pile Foundation
[…..mm] Grade C40 square precast reinforced concrete
piles with a working load of [….kN ].

G H110 Provision of all necessary piling plant and equipment, sum

transportation to the Site, handling, assembling, and removal off
the Site after completion of operation.

H H120 Moving and handling of all piling plant and equipment within the sum
Site and from location to location as often as is, and whenever
necessary for the execution of the whole piling operation.

J H130 Temporary staging for piling work at the banks of Sg. (…..). sum

K H261.1 Supply initial piles with (Type of shoes) of [.....m] length. nr

L H261.2 Supply extension piles of […..m] length. nr

M H262.1 Depth driven. m

N H262.2 Depth driven raked at inclination ratio of [1:8]. m

P H262.3 Depth driven using jack-in method. m

Q H264 Jointing with butt weld all round as shown in Standard Drawing.
nr

R H266 Cut-off piles. nr

S H267 Preparing heads. nr

T I111 Grade C15 Concrete; Blinding mass concrete, […....mm] thick to m²

footing.

U I511 Formwork - F1: rough finish to bases. m²

V I618 Reinforcement - Nominal diameter. Stated exceeding than t

32mm

W I617 Reinforcement - Nominal diameter. Stated less and including t

25mm

X I667.1 BRC; Square Mesh - Type A; A393 (A10) m²

Page Total Carried to Summary of Bill No. 4

A I667.2 BRC; Rectangular Mesh - Type B; B785 (B10) m²

B I667.3 BRC; Long Mesh - Type C; C785 (C10) m²

C I132 Grade C25 Concrete; Base of valve chamber m3

PROJECT

BILL NO. 4 – DRAINAGE WORKS (ALL PROVOSIONAL)

RATE
No. CODE NO. MOM DESCRIPTION OF WORK UNIT QTY
(RM)

4.3.4 Precast Concrete Pipe Culvert

D Q611 [……mm] [e.g. 1200 mm] diameter single precast concrete pipe m
culvert, Class […….] [e.g. X] in standard length of 1m.

E Q612 [……mm] [e.g. 1200 mm] diameter twin precast concrete pipe m
culvert, Class [e.g. X] in standard length of 1 m.

F Q613 [……mm] [e.g. 1200 mm] diameter triple precast concrete pipe
culvert, Class [e.g. X] in standard length of 1m.

4.3.5 Sumps

G Q710 Bricks; [... mm x ... mm x ... m deep]; including mild steel grating nr
cover for [100 kN load] as per Drawing No. (....).

H Q720 Precast Concrete; [... mm x ... mm x ... m deep]; including mild nr

steel grating cover for [100 kN load] as per Drawing No. (....).

J Q790 Cast In-Situ; [...mm x ...mm x ... m deep; including mild steel nr
grating cover for [100 kN load] as per Drawing No. (....).

4.3.6 Inlet/ Outlet

Headwall/ Wingwall
K Q891.1 Brickworks nr

L Q891.2 Cast In-Situ nr

M Q891.3 Precast nr

Inlet/Outlet Intergration/ Protection/ Sump as per dwg.

(no…..)
N Q892.1 Brickworks nr

P Q892.2 Cast In-Situ nr

Q Q892.3 Stone Pitch nr

4.3.7 Fill Material

R F311 General; Using suitable excavated material to grading limits as m3

per Specification Clause (2.2 (e) Section 2).

S F312.1 General; Imported material from contactor's own source with m3

grading limits as per specification (clause no..).

T F312.2 General; Imported material from borrow pit as shown in the m3

drawing with grading limits as per specification (clause no..).

Page Total Carried to Summary of Bill No. 4

4.4 NEW PRECAST BOX CULVERT FOR SIZE < 3.0m WIDE

4.4.1 Excavation
A Q151 Earth commencing from [level ….] m3
[size … x … width x … depth]
PROJECT

BILL NO. 4 – DRAINAGE WORKS (ALL PROVOSIONAL)

RATE
No. CODE NO. MOM DESCRIPTION OF WORK UNIT QTY
(RM)
B Q152 Rock commencing from [level ….] m3
[size … x … width x … depth]

C Q153 Natural hard material commencing from [level ….] m3

[size … x … width x … depth]

D Q154 Artificial hard material commencing from [level ….] m3

[size … x … width x … depth]

E Q155 Unsuitable material commencing from [level ….] m3

[size … x … width x … depth]

F Q156 Roads and pavements commencing from [level ….] m3

[size … x … width x … depth], including reinstatement 300mm
thick

4.4.2 Type of Foundation

Type 1 - Compacted Gravel Foundation

F354 300mm thick compacted gravel and 25mm minimum crushed m3

stone or other approved material.

I111 4.4.2.1.1 Grade C12/15 Concrete; Blinding mass concrete, […....mm] m²

thick to footing.

4.4.2.1 Type 2 - Reinforced Concrete Slab Foundation

G I111 4.4.2.1.1 Grade C12/15 Concrete; Blinding mass concrete, […....mm] m²
thick to footing.

H I511.1 4.4.2.1.2 Formwork; sides; Bases, footings, pile caps, and ground slabs, m²
F1: rough finish to bases.

J I511.2 4.4.2.1.2 Formwork - F1: rough finish to footing. m²

K I618 Reinforcement - Nominal diameter. Stated exceeding than t

32mm

L I617 Reinforcement - Nominal diameter. Stated less and including t

25mm

M I667.1 4.4.2.1.4 BRC; Square Mesh - Type A; A393 (A10) m²

N I667.2 4.4.2.1.4 BRC; Rectangular Mesh - Type B; B785 (B10) m²

P I667.3 4.4.2.1.4 BRC; Long Mesh - Type C; C785 (C10) m²

Q I132 4.4.2.1.5 Grade C40 Concrete; Footing to culvert m3

4.4.2.2 Pile Foundation

[…..mm] Grade C40 square precast reinforced concrete
piles with a working load of [….kN ].

R H110 Provision of all necessary piling plant and equipment, sum

transportation to the Site, handling, assembling, and removal off
the Site after completion of operation.

S H120 Moving and handling of all piling plant and equipment within the sum
Site and from location to location as often as is, and whenever
necessary for the execution of the whole piling operation.

T H130 Temporary staging for piling work at the banks of Sg. (…..). sum

U H261.1 Supply initial piles with (Type of shoes) of [.....m] length. nr

Page Total Carried to Summary of Bill No. 4

PROJECT

BILL NO. 4 – DRAINAGE WORKS (ALL PROVOSIONAL)

RATE
No. CODE NO. MOM DESCRIPTION OF WORK UNIT QTY
(RM)

A H261.2 Supply extension piles of […..m] length. nr

B H262.1 Depth driven. m

C H262.2 Depth driven raked at inclination ratio of [1:8]. m

D H262.3 Depth driven using jack-in method. m

E H264 Jointing with butt weld all round as shown in Standard Drawing.
nr

F H266 Cut-off piles. nr

G H267 Preparing heads. nr

H I111 Grade C15 Concrete; Blinding mass concrete, […....mm] thick to m²

footing.

J I511 Formwork - F1: rough finish to bases. m²

K I618 Reinforcement - Nominal diameter. Stated exceeding than t

32mm

L I617 Reinforcement - Nominal diameter. Stated less and including t

25mm

M I667.1 BRC; Square Mesh - Type A; A393 (A10) m²

N I667.2 BRC; Rectangular Mesh - Type B; B785 (B10) m²

P I667.3 BRC; Long Mesh - Type C; C785 (C10) m²

Q I132 Grade C25 Concrete; Base of valve chamber m3

4.4.2.3 Precast Box Culvert

R Q621.1 […mm x …mm] (e.g. 1200 mm x 1200 mm) single precast box m
culvert in standard length of 1m.

S Q621.2 […mm x …mm] (e.g. 1200 mm x 1200 mm) single precast box m
culvert with dry weather flow in standard length of 1m.

T Q622.1 […mm x …mm] (e.g. 1200 mm x 1200 mm) twin precast box m
culvert in standard length of 1m.

U Q622.2 […mm x …mm] (e.g. 1200 mm x 1200 mm) twin precast box m
culvert with dry weather flow in standard length of 1m.

V Q623.1 […mm x …mm] (e.g. 1200 mm x 1200 mm) triple precast box m
culvert in standard length of 1m.

W Q623.2 […mm x …mm] (e.g. 1200 mm x 1200 mm) ttriple precast box m
culvert with dry weather flow in standard length of 1m.

4.4.2.4 Sumps

X Q710 Bricks; [... mm x ... mm x ... m deep]; including mild steel grating nr
cover for [100 kN load] as per Drawing No. (....).
Y Q720 Precast Concrete; [... mm x ... mm x ... m deep]; including mild nr
steel grating cover for [100 kN load] as per Drawing No. (....).

Page Total Carried to Summary of Bill No. 4

PROJECT

BILL NO. 4 – DRAINAGE WORKS (ALL PROVOSIONAL)

RATE
No. CODE NO. MOM DESCRIPTION OF WORK UNIT QTY
(RM)

A Q790 Cast In-Situ; [...mm x ...mm x ... m deep; including mild steel nr
grating cover for [100 kN load] as per Drawing No. (....).

4.4.2.5 Inlet/ Outlet

Headwall/ Wingwall
B Q891.1 Brickworks nr

C Q891.2 Cast In-Situ nr

D Q891.3 Precast nr

Inlet/Outlet Intergration/ Protection/ Sump as per dwg.

(no…..)
E Q892.1 Brickworks nr

F Q892.2 Cast In-Situ nr

G Q892.3 Stone Pitch nr

4.4.2.6 Fill Material

H F311 General; Using suitable excavated material to grading limits as m3

per Specification Clause (2.2 (e) Section 2).

J F312.1 General; Imported material from contactor's own source with m3

grading limits as per specification (clause no..).

K F312.2 General; Imported material from borrow pit as shown in the m3

drawing with grading limits as per specification (clause no..).

4.5 EXTENSION OF EXISTING PRECAST BOX CULVERT FOR

SIZE < 3.0m WIDE

4.5.1 Demolition
L E412 Below ground ‒ […..] (e.g. Precast concrete box culverts) sum
including headwall, wingwall and foundation […m long x ...m
wide x ...m deep] (e.g. 20 m long x 3 m wide x 2 m deep.

4.5.2 Excavation
M Q151 Earth commencing from [level ….] m3
[size … x … width x … depth]

N Q152 Rock commencing from [level ….] m3

[size … x … width x … depth]

P Q153 Natural hard material commencing from [level ….] m3

[size … x … width x … depth]

Q Q154 Artificial hard material commencing from [level ….] m3

[size … x … width x … depth]

R Q155 Unsuitable material commencing from [level ….] m3

[size … x … width x … depth]

S Q156 Roads and pavements commencing from [level ….] m3

[size … x … width x … depth], including reinstatement 300mm
thick

Page Total Carried to Summary of Bill No. 4

PROJECT

BILL NO. 4 – DRAINAGE WORKS (ALL PROVOSIONAL)

RATE
No. CODE NO. MOM DESCRIPTION OF WORK UNIT QTY
(RM)

4.5.3 Type of Foundation

Reinforced Concrete Slab Foundation

A I111 Grade C15 Concrete; Blinding mass concrete, […....mm] thick to m²
footing.

B I511.1 Formwork; sides; Bases, footings, pile caps, and ground slabs, m²
F1: rough finish to bases.

C I511.2 Formwork - F1: rough finish to footing. m²

D I618 Reinforcement - Nominal diameter. Stated exceeding than t

32mm

E I617 Reinforcement - Nominal diameter. Stated less and including t

25mm

F I667.1 BRC; Square Mesh - Type A; A393 (A10) m²

G I667.2 BRC; Rectangular Mesh - Type B; B785 (B10) m²

H I667.3 BRC; Long Mesh - Type C; C785 (C10) m²

J I132 Grade C40 Concrete; Footing to culvert m3

4.5.4 Pile Foundation

[…..mm] Grade C40 square precast reinforced concrete
piles with a working load of [….kN ].

K H110 Provision of all necessary piling plant and equipment, sum

transportation to the Site, handling, assembling, and removal off
the Site after completion of operation.

L H120 Moving and handling of all piling plant and equipment within the sum
Site and from location to location as often as is, and whenever
necessary for the execution of the whole piling operation.

M H130 Temporary staging for piling work at the banks of Sg. (…..). sum

N H261.1 Supply initial piles with (Type of shoes) of [.....m] length. nr

P H261.2 Supply extension piles of […..m] length. nr

Q H262.1 Depth driven. m

R H262.2 Depth driven raked at inclination ratio of [1:8]. m

S H262.3 Depth driven using jack-in method. m

T H264 Jointing with butt weld all round as shown in Standard Drawing.
nr

U H266 Cut-off piles. nr

V H267 Preparing heads. nr

W I111 Grade C15 Concrete; Blinding mass concrete, […....mm] thick to m²

footing.

X I511 Formwork - F1: rough finish to bases. m²

Page Total Carried to Summary of Bill No. 4

PROJECT

BILL NO. 4 – DRAINAGE WORKS (ALL PROVOSIONAL)

RATE
No. CODE NO. MOM DESCRIPTION OF WORK UNIT QTY
(RM)

A I618 Reinforcement - Nominal diameter. Stated exceeding than t

32mm

B I617 Reinforcement - Nominal diameter. Stated less and including t

25mm

C I667.1 BRC; Square Mesh - Type A; A393 (A10) m²

D I667.2 BRC; Rectangular Mesh - Type B; B785 (B10) m²

E I667.3 BRC; Long Mesh - Type C; C785 (C10) m²

F I132 Grade C25 Concrete; Base of valve chamber m3

4.5.5 Precast Box Culvert

G Q621.1 […mm x …mm] (e.g. 1200 mm x 1200 mm) single precast box m
culvert in standard length of 1m.

H Q621.2 […mm x …mm] (e.g. 1200 mm x 1200 mm) single precast box m
culvert with dry weather flow in standard length of 1m.

J Q622.1 […mm x …mm] (e.g. 1200 mm x 1200 mm) twin precast box m
culvert in standard length of 1m.

K Q622.2 […mm x …mm] (e.g. 1200 mm x 1200 mm) twin precast box m
culvert with dry weather flow in standard length of 1m.

L Q623.1 […mm x …mm] (e.g. 1200 mm x 1200 mm) triple precast box m
culvert in standard length of 1m.

M Q623.2 […mm x …mm] (e.g. 1200 mm x 1200 mm) ttriple precast box m
culvert with dry weather flow in standard length of 1m.

4.5.6 Sumps

N Q710 Bricks; [... mm x ... mm x ... m deep]; including mild steel grating nr
cover for [100 kN load] as per Drawing No. (....).
P Q720 Precast Concrete; [... mm x ... mm x ... m deep]; including mild nr
steel grating cover for [100 kN load] as per Drawing No. (....).
Q Q790 Cast In-Situ; [...mm x ...mm x ... m deep; including mild steel nr
grating cover for [100 kN load] as per Drawing No. (....).

4.5.7 Inlet/ Outlet

Headwall/ Wingwall
R Q891.1 Brickworks nr

S Q891.2 Cast In-Situ nr

T Q891.3 Precast nr

Inlet/Outlet Intergration/ Protection/ Sump as per dwg.

(no…..)
U Q892.1 Brickworks nr

V Q892.2 Cast In-Situ nr

W Q892.3 Stone Pitch nr

Page Total Carried to Summary of Bill No. 4
PROJECT

BILL NO. 4 – DRAINAGE WORKS (ALL PROVOSIONAL)

RATE
No. CODE NO. MOM DESCRIPTION OF WORK UNIT QTY
(RM)

4.5.8 Fill Material

A F311 General; Using suitable excavated material to grading limits as m3

per Specification Clause (2.2 (e) Section 2).

B F312.1 General; Imported material from contactor's own source with m3

grading limits as per specification (clause no..).

C F312.2 General; Imported material from borrow pit as shown in the m3

drawing with grading limits as per specification (clause no..).

4.6 CAST INSITU BOX CULVERT FOR SIZE < 3.0M WIDE

4.6.1 Excavation
D Q151 Earth commencing from [level ….] m3
[size … x … width x … depth]

E Q152 Rock commencing from [level ….] m3

[size … x … width x … depth]

F Q153 Natural hard material commencing from [level ….] m3

[size … x … width x … depth]

G Q154 Artificial hard material commencing from [level ….] m3

[size … x … width x … depth]

H Q155 Unsuitable material commencing from [level ….] m3

[size … x … width x … depth]

J Q156 Roads and pavements commencing from [level ….] m3

[size … x … width x … depth], including reinstatement 300mm
thick

4.6.2 Type of Foundation

Type 1 - Compacted Gravel Foundation

N F354 300mm thick compacted gravel and 25mm minimum crushed m3
stone or other approved material.

I111 4.4.2.1.1 Grade C15 Concrete; Blinding mass concrete, […....mm] thick to m²
footing.

Type 2 - Reinforced Concrete Slab Foundation

F354 300mm thick compacted gravel and 25mm minimum crushed m3

stone or other approved material.

K I111 Grade C15 Concrete; Blinding mass concrete, […....mm] thick to m²

footing.

L I511.1 Formwork; sides; Bases, footings, pile caps, and ground slabs, m²
F1: rough finish to bases.

P I615 Reinforcement - Nominal diameter. 16mm t

T I132 Grade C20/25 Concrete; Footing to culvert m3

Page Total Carried to Summary of Bill No. 4

4.6.3 Type 3 - Pile Foundation

PROJECT

BILL NO. 4 – DRAINAGE WORKS (ALL PROVOSIONAL)

RATE
No. CODE NO. MOM DESCRIPTION OF WORK UNIT QTY
(RM)
[…..mm] Grade C32/40 square precast reinforced concrete
piles with a working load of [….kN ].

A H110 Provision of all necessary piling plant and equipment, sum

transportation to the Site, handling, assembling, and removal off
the Site after completion of operation.

B H120 Moving and handling of all piling plant and equipment within the sum
Site and from location to location as often as is, and whenever
necessary for the execution of the whole piling operation.

C H130 Temporary staging for piling work at the banks of Sg. (…..). sum

D H261.1 Supply initial piles with (Type of shoes) of [.....m] length. nr

E H261.2 Supply extension piles of […..m] length. nr

F H262.1 Depth driven. m

G H262.2 Depth driven raked at inclination ratio of [1:8]. m

H H262.3 Depth driven using jack-in method. m

J H264 Jointing with butt weld all round as shown in Standard Drawing.
nr

K H266 Cut-off piles. nr

L H267 Preparing heads. nr

4.6.4 Cast-In Situ Box Culverts

M I111 4.6.4.1 Grade C15 Concrete; Blinding mass concrete, […....mm] thick to m²
footing.

N I511 4.6.4.2 Formwork - F1: rough finish to bases. m²

P I618 4.6.4.3 Reinforcement - Nominal diameter. Stated exceeding than t

32mm

Q I617 4.6.4.3 Reinforcement - Nominal diameter. Stated less and including t

25mm

R I179 4.6.4.4 Grade C32/40 Concrete; Concrete to Box Culvert m3

S I711 4.6.4.5 Construction Joint [150mm wide] m

T I714 4.6.4.6 […mm] (e.g.230 mm) wide rubber waterstop. Rate to include m
cutting and jointing of waterstops and provision of special fittings
at angles and junctions.

U I716 4.6.4.7 Provide T32mm diameter steel dowel bars 600mm long at nr
300mm centres as in Standard Drawing.

Page Total Carried to Summary of Bill No. 4

4.6.4.8 Inlet/ Outlet

PROJECT

BILL NO. 4 – DRAINAGE WORKS (ALL PROVOSIONAL)

RATE
No. CODE NO. MOM DESCRIPTION OF WORK UNIT QTY
(RM)

Headwall/ Wingwall
A Q891.1 Brickworks nr

B Q891.2 Cast In-Situ nr

C Q891.3 Precast nr

Inlet/Outlet Intergration/ Protection/ Sump as per dwg.

(no…..)
D Q892.1 Brickworks nr

E Q892.2 Cast In-Situ nr

F Q892.3 Stone Pitch nr

4.6.4.9 Fill Material

G F311 General; Using suitable excavated material to grading limits as m3

per Specification Clause (2.2 (e) Section 2).

H F312.1 General; Imported material from contactor's own source with m3

grading limits as per specification (clause no..).

J F312.2 General; Imported material from borrow pit as shown in the m3

drawing with grading limits as per specification (clause no..).

4.7 SURFACE DRAIN

4.7.1 Excavation
K Q111 Depth not exceeding 1.5 m m

L Q112 Depth 1.5 - 2.0 m m

M Q113 Depth 2.0 - 2.5 m m

N Q114 Depth 2.5 - 3.0 m m

P Q121 Rock [...width x ...max depth]. m3

Q Q122 Natural hard material [...width x ...max depth]. m3

R Q123 Artificial hard material [...width x ...max depth]. m3

S Q124 Unsuitable materials [...width x ...max depth]. m3

T Q125 Roads and pavements [...width x ...max depth] including road m3

cutting and reinstatement […mm] (300 mm) thick.

4.7.2 Interceptor drain

U Q210.1 Interceptor drains; precast concrete grade 20; […mm] (e.g.1200 m
mm) wide (average) x […mm] (e.g.600 mm) deep x […mm]
(e.g.75 mm) thick trapezoidal shape.
Type 1 (ID 1)

V Q210.2 Interceptor drains; cast in-situ reinforced concrete grade 20; [… m

mm] (e.g.1200 mm) wide (average) x […mm] (e.g.600 mm) deep
x […mm] (e.g.75 mm) thick trapezoidal shape.
Type 2 (ID 2)

Page Total Carried to Summary of Bill No. 4

A Q210.3 Interceptor drains; natural stone mansonary joint (1:3) cement m

mortar, flush pointed; […mm] (e.g.1200mm) wide (average) x […
mm] (e.g.600 mm) deep x […mm] (e.g.75 mm) thick trapezoidal
shape.
Type 3 (ID 3)
PROJECT

BILL NO. 4 – DRAINAGE WORKS (ALL PROVOSIONAL)

RATE
No. CODE NO. MOM DESCRIPTION OF WORK UNIT QTY
(RM)

4.7.2 Bench Drain

B Q220.1 Bench drains; cast in-situ concrete grade 20; […mm] (e.g.1200 m
mm) wide (average) x […mm] (e.g.600 mm) deep x […mm]
(e.g.75 mm) thick trapezoidal shape thick V-shape.
Type 1 (BC1)

C Q220.2 Bench drains; half round glazed earthware; […mm] (e.g.900 m

mm) wide x […mm] (e.g.500 mm) deep x […mm] (e.g.75 mm)
thick V-shape.
Type 2 (BC2)

4.7.2 Berm Drain

D Q220.3 Berm drains; cast in-situ concrete grade 20; […mm] (e.g.900
mm) wide x […mm] (e.g.500 mm) deep x […mm] (e.g.75 mm)
thick V-shape.
Type 1 (BF1)

E Q220.4 Berm drains; half round glazed earthware; […mm] (e.g.900 mm)
wide x […mm] (e.g.500 mm) deep x […mm] (e.g.75 mm) thick
V-shape.
Type 2 (BF2)

4.7.2 Roadside Drains for Rural Area

F Q230.1 Roadside drain; unlined drain […mm] (e.g. 600 mm) wide with m
average […mm] (e.g. 900 mm) high.
Type 1 (RSD 1).

G Q230.2 Roadside drain; cast in-situ reinforced concrete drain […mm] m

(e.g. 600 mm) wide with average […mm] (e.g. 900mm) high
Type 2 (RSD 2).

H Q230.3 Roadside drain; precast reinforced concrete drain […mm] (e.g. m

600 mm) wide with average […mm] (e.g. 900 mm) high.
Type 3 (RSD 3).

J Q230.4 Roadside drain; natural stone mansory joint in (1:3) cement m

mortar flush pointed drain […mm] (e.g. 600 mm) wide x […mm]
(e.g. 900 mm) high.
Type 4 (RSD 4).

4.7.2 Roadside Drains for Urban Area

K Q230.5 Roadside drain; precast reinforced concrete drain […mm] (e.g. m
600 mm) wide with average […mm] (e.g. 900 mm) high brick
wall and plastering including 600 mm x 100 mm x 100 mm
precast concrete struts at 6 m c/c.
Type U1 (RSDU 1).

L Q230.6 Roadside drain; half round glazed earthware drain […mm] (e.g. m
600 mm) mm wide with average […mm] (e.g. 900 mm) high brick
wall and plastering including 600 mm x 100 mm x 100 mm
precast concrete struts at 6 m c/c.
Type U2 (RSDU 2).

Page Total Carried to Summary of Bill No. 4

A Q230.7 Roadside drain; precast concrete U-shaped drain with dry m

weather flow; […mm wide x …mm deep] (e.g. 1200 mm wide x
1200 mm deep) including precast concrete struts at 6 m c/c.
PROJECT

BILL NO. 4 – DRAINAGE WORKS (ALL PROVOSIONAL)

RATE
No. CODE NO. MOM DESCRIPTION OF WORK UNIT QTY
(RM)

4.7.2 Median Drain for Rural Area

B Q240.1 Median drain; cast in-situ reinforced drain with half round glazed m
earthware; […mm] (e.g. 600 mm) wide x […mm] (e.g. 1.2 m)
deep including precast concrete struts at 6 m c/c.
Type 1 (MD 1)

C Q240.2 Median drain; natural stone mansonary joint (1:3) cement m

mortar, flush pointed with dry weather flow; […mm] (e.g.600
mm) wide x […mm] (e.g. 1.2 m) deep including precast concrete
struts at 6 m c/c.
Type 2 (MD 2)

D Q240.3 Median drain; precast concrete [U-shaped drain with dry weather m
flow]; […mm] (e.g.600 mm) wide x […mm] (e.g. 1.2 m) deep
including precast concrete struts at 6 m c/c.
Type 3 (MD 3)

4.7.2 Median Drain for Urban Area

E Q240.4 Median drain; precast concrete [U-shaped drain with dry weather m
flow]; […mm] (e.g.600 mm) wide x […mm] (e.g. 1.2 m) deep
including precast concrete struts at 6 m c/c.
Type 1 (MDU 1)

F Q240.5 Median drain; precast concrete [U-shaped drain with half round m
glazed earthware dry weather flow]; […mm] (e.g.600 mm) wide x
[…mm] (e.g. 1.2 m) deep including precast concrete struts at 6
m c/c.
Type 2 (MDU 2)

G Q240.6 Median drain; precast concrete [U-shaped drain with dry weather m
flow]; […mm] (e.g.600 mm) wide x […mm] (e.g. 1.2 m) deep
including precast concrete struts at 6 m c/c.
Type 3 (MDU 3)

H Q240.7 Median drain; precast concrete [U-shaped drain with half round m
glazed earthware dry weather flow]; […mm] (e.g.600 mm) wide x
[…mm] (e.g. 1.2 m) deep including precast concrete struts at 6
m c/c.
Type 4 (MDU 4)

4.7.2 Embankment Toe Drains

J Q250.1 Toe drain; unlined drain […mm] (e.g. 600 mm) wide with m
average […mm] (e.g. 900 mm) deep
Type 1 (TD1)

K Q250.2 Toe drain; cast in-situ reinforced concrete; […mm] (e.g. 1200 m
mm) wide x […mm] (e.g.1200 mm) deep including precast
concrete struts at 6 m c/c.
Type 2 (TD2)

Page Total Carried to Summary of Bill No. 4

A Q250.3 Toe drain; precast reinforced concrete; […mm] (e.g.1200 mm) m

wide x […mm] (e.g.1200 mm) deep including precast concrete
struts at 6 m c/c.
Type 3 (TD3)
PROJECT

BILL NO. 4 – DRAINAGE WORKS (ALL PROVOSIONAL)

RATE
No. CODE NO. MOM DESCRIPTION OF WORK UNIT QTY
(RM)

B Q250.4 Toe drain; natural stone mansonary joint (1:3) cement mortar, m
flush pointed […mm] (e.g.900 mm) wide x […mm] (e.g. 900 mm)
deep.
Type 4 (TD4)

4.7.2 Cascade Drain

C Q260.1 Cascade drains; natural stone mansonary joint (1:3) cement m
mortar, flush pointed; […mm] (e.g.600 mm) wide x […mm]
(e.g.400 mm) deep at berms [with/without handrails].
Type 1 (OD1)

D Q260.2 Cascade drains; cast in-situ concrete block drain; […mm] m

(e.g.600 mm) wide x […mm] (e.g.400 mm) deep at berms
with/without handrails.
Type 2 (OD2)

E Q260.3 Outfall chute; cast in-situ reinforced concrete drain; […mm] m

(e.g.600 mm) wide x […mm] (e.g.400 mm) deep at berms
with/without handrails.
Type 3 (OD3)

F Q260.4 Cascade drains; precast reinforced concrete block drain; […mm] m

(e.g.600 mm) wide x […mm] (e.g.400 mm) deep at berms
with/without handrails.
Type 4 (OD4)

4.7.2 Monsoon drain

G Q270 Precast concrete U-shaped drain with dry weather flow; 2400 m
mm wide x 2400 mm deep including precast concrete struts at 6
m centre to centre.

4.7.2 Scupper drain

H Q340 […mm] (e.g. 150 mm) diameter scupper drains. m

4.7.2 Shoulder Drain

J Q290 Shoulder drain; cast in-situ concrete grade 20; […mm] (e.g.900 m
mm) wide x […mm] (e.g.500 mm) deep x […mm] (e.g.75 mm)
thick.
Type 1 (SD1)

4.8 SUB-SURFACE DRAIN

4.8.1 Excavation
K Q111 Depth not exceeding 1.5 m m

L Q112 Depth 1.5 - 2.0 m m

M Q113 Depth 2.0 - 2.5 m m

N Q114 Depth 2.5 - 3.0 m m

P Q121 Rock [...width x ...max depth]. m3

Q Q122 Natural hard material [...width x ...max depth]. m3

R Q123 Artificial hard material [...width x ...max depth]. m3

Page Total Carried to Summary of Bill No. 4

A Q124 Unsuitable materials [...width x ...max depth]. m3

PROJECT

BILL NO. 4 – DRAINAGE WORKS (ALL PROVOSIONAL)

RATE
No. CODE NO. MOM DESCRIPTION OF WORK UNIT QTY
(RM)

B Q125 Roads and pavements [...width x ...max depth] including road m3

cutting and reinstatement […mm] (300 mm) thick.

4.8.2 Subsoil Drains

C Q310.1 Subsoil drains; […mm] (e.g.1000 mm) deep x […mm] (e.g.400 m
mm) wide; […mm] (e.g.100 mm) diameter HDPE perforated pipe
including aggregate (e.g. 20 mm – 40 mm) wrapped with
geotextiles filter.
Type 1 (SSD 1)

D Q310.2 Subsoil drains; […mm] (e.g.1000 mm) deep x […mm] (e.g.400 m

mm) wide; […mm] (e.g.150 mm) diameter porous pipe including
aggregate (20 mm – 40 mm) wrapped with geotextiles filter.
Type 2 (SSD 2)

4.9 SUMP

Q141 Earth commencing from [level ….] m3

[size … x … width x … depth]

Q142 Rock commencing from [level ….] m3

[size … x … width x … depth]

Q143 Natural hard material commencing from [level ….] m3

[size … x … width x … depth]

Q144 Artificial hard material commencing from [level ….] m3

[size … x … width x … depth]

Q145 Unsuitable material commencing from [level ….] m3

[size … x … width x … depth]

Q146 Roads and pavements commencing from [level ….] m3

[size … x … width x … depth], including reinstatement 300mm
thick

4.8.3 Sump at Cut

E Q710 Bricks sumps; […mm x …mm] (e.g. 900 mm x 900 mm) x [… nr
mm] (e.g. 1.2 m) deep .

F Q720 Precast concrete; […mm x …mm] (e.g. 900 mm x 900 mm) x nr

[…] (e.g. 1.2 m) deep including mild steel grating cover for [e.g.
100 kN load].

G Q790 In situ concrete; […mm x …mm] (e.g. 900 mm x 900 mm) x [… nr

mm x …mm] (e.g. 1.2 m) deep including mild steel grating cover
for [e.g. 100 kN load].

4.8.4 Sump at Fill

H Q710 Bricks sumps; […mm x …mm] (e.g. 900 mm x 900 mm) x [… nr

mm] (e.g. 1.2 m) deep .

J Q720 Precast concrete; […mm x …mm] (e.g. 900 mm x 900 mm) x nr

[…] (e.g. 1.2 m) deep including mild steel grating cover for [e.g.
100 kN load].

K Q790 In situ concrete; […mm x …mm] (e.g. 900 mm x 900 mm) x [… nr

mm x …mm] (e.g. 1.2 m) deep including mild steel grating cover
for [e.g. 100 kN load].

Page Total Carried to Summary of Bill No. 4

4.8.5 Median Sump

PROJECT

BILL NO. 4 – DRAINAGE WORKS (ALL PROVOSIONAL)

RATE
No. CODE NO. MOM DESCRIPTION OF WORK UNIT QTY
(RM)
L Q710 Bricks sumps; […mm x …mm] (e.g. 900 mm x 900 mm) x [… nr
mm] (e.g. 1.2 m) deep .

M Q720 Precast concrete; […mm x …mm] (e.g. 900 mm x 900 mm) x nr

[…] (e.g. 1.2 m) deep including mild steel grating cover for […
kN] [e.g. 100 kN load].

N Q790 In situ concrete; […mm x …mm] (e.g. 900 mm x 900 mm) x [… nr

mm x …mm] (e.g. 1.2 m) deep including mild steel grating cover
for […kN] (e.g. 100 kN load).

4.9 PILE TEST

P H520 PDA test on [……mm] on G40 square precast reinforced nr

concrete piles with a working load of [….] kN

Page Total Carried to Summary of Bill No. 4

PROJECT

BILL NO. 4 – DRAINAGE WORKS (ALL PROVOSIONAL)

RATE
No. CODE NO. MOM DESCRIPTION OF WORK UNIT QTY
(RM)

Summary of Bill No. 4 : Drainage Works

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Total of Bill No. 4 Carried to Summary of Tender

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 PROJECT :

BILL NO. 5 - PAVEMENT WORKS

No. Code No. MOM Code Description Unit Qty. Rate (RM) Amount (RM)

5.1A FLEXIBLE PAVEMENT

In accordance to latest Standard Specification for

Road Works Section 4: Flexible Pavement hereafter
referred to as the Specification (rate to include all
the tests required).

5.1A.1 NEW PAVEMENT

R100 5.1A.1.1 Subgrade Preparation

A R110 Earth material to receive road pavement. Rate to m2

include clearing, grubbing, stripping top soil, scarifying,
levelling, and compaction of the top 300 mm of the
subgrade.

B R120 Hard material to receive road pavement. Rate to include m2

clearing, grubbing, stripping top soil, scarifying, levelling,
and compaction of the top 300 mm of the subgrade.

C R130 Rock material to receive road pavement. Rate to include m2

trimming of protruding rock above final surface, filling of
all cavities with lean concrete and filling with approved
crushed rock or gravel to the final surface

D R141 Stabilise [….mm] thick subgrade using minimum [….kg] m2

of lime per cubic metre of soil, up to formation level.

E R142 Stabilise [….mm] thick subgrade using minimum [….kg] m2

of cement per cubic metre of soil, up to formation level.

F R143 Stabilise [….mm] thick subgrade using minimum [….kg] m2

of polymer material per cubic metre of soil, up to
formation level.

G R149.1 Stabilise [….mm] thick subgrade using minimum [….kg] m2

of bituminous material per cubic metre of soil, up to
formation level.

H R149.2 Stabilise [….mm] thick subgrade using minimum [….kg] m2

of cement and lime per cubic metre of soil, up to
formation level.

J R149.3 Stabilise [….mm] thick subgrade using minimum [….kg] m2

of [………………] per cubic metre of soil, up to formation
level.

Page Total carried to Summary of Bill No. 5

* Delete where not applicable

BQ5 - 63/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 5 - PAVEMENT WORKS

No. Code No. MOM Code Description Unit Qty. Rate (RM) Amount (RM)

5.1A.1.2 Carriageway and Paved Shoulder

R200 5.1A.1.2(i) Sub-Base

A G570.1 Geotextile of the woven type as per Specification. m2

B G570.2 Geotextile of the non-woven type as per Specification. m2

C R221 [……....mm] thick granular material with a CBR value of m2

not less than 30%, complying with grading limits of the
Specification.

R300 5.1A.1.2(ii) Roadbase

D R320 [……..mm] thick crushed aggregates with a CBR value m2

of not less than 80%, complying with the Specification.

E R330 [….mm] thick Bituminous Roadbase (AC28) with a CBR m2

value of not less than 80%, complying with the
Specification.

F R340 [….mm] thick Wet Mix Roadbase with a CBR value of m2

not less than 80% complying with the Specification.

G R351 Stabilise [….mm] thick lime Roadbase complying with m2

Specification.

H R352 Stabilise [….mm] thick cement-treated Roadbase m2

complying with the Specification.

J R359 Stabilise [….mm] thick …………...…….………... m2

Roadbase complying with Specification.

R500 5.1A.1.2(iii) Bituminious Pavement Courses

K R520 Bituminous prime coat to be applied at a rate of 0.5 - 1.0 m2

litre per square metre as per Specification.

L R530.1 Bituminous tack coat to be applied at a rate of 0.25 - m2

0.55 litre per square metre as per Specification.

M R530.2 Bituminous tack coat to be applied for porous asphalt at m2

a rate of 0.5 - 1.0 litre per square metre as per
Specification [RS-3K / Modified bitumen emulsion or
equivalent]**.

Page Total carried to Summary of Bill No. 5

* Delete where not applicable

BQ5 - 64/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 5 - PAVEMENT WORKS

No. Code No. MOM Code Description Unit Qty. Rate (RM) Amount (RM)

5.1A.1.2(iv) Asphaltic Concrete

A R430 [….mm] thick Binder Course (AC28) for paved shoulder, m2

using bitumen of penetration grade 60-70 as per
Specification.

B R541 [….mm] thick Binder Course (AC28) using bitumen of m2

penetration grade 60-70 as per Specification.

C R551.1 [….mm] thick Wearing Course (AC10), using bitumen of m2

penetration grade 60-70 as per Specification.

D R551.2 [….mm] thick Wearing Course (AC14), using bitumen of m2

penetration grade 60-70 as per Specification.

5.1A.1.2(v) Porous Asphalt

E R552.1 [….mm] thick Porous Asphalt (Grading A), as per m2

Specification.

F R552.2 [….mm] thick Porous Asphalt (Grading B), as per m2

Specification.

5.1A.1.2(vi) Stone Mastic Asphalt

G R553.1 [….mm] thick Stone Mastic Asphalt (SMA14), as per m2

Specification.

H R553.2 [….mm] thick Stone Mastic Asphalt (SMA20), as per m2

Specification.

5.1A.1.2(vii) Gap Graded Asphalt

J R554.1 [….mm] thick Gap Graded Asphalt (GPA I), as per m2

Specification.

K R554.2 [….mm] thick Gap Graded Asphalt (GPA II), as per m2

Specification.

5.1A.1.2(viii) Polymer Modified Asphalt

L R555.1 [….mm] thick Polymer Modified Asphalt (AC10), as per m2

Specification.

M R555.2 [….mm] thick Polymer Modified Asphalt (AC14), as per m2

Specification.

Page Total carried to Summary of Bill No. 5

* Delete where not applicable

BQ5 - 65/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 5 - PAVEMENT WORKS

No. Code No. MOM Code Description Unit Qty. Rate (RM) Amount (RM)

5.1A.1.2(ix) Rubber Modified Asphalt Type …………...………

(Latex / Cuplump / Crumb Rubber)

A R559.1 [….mm] thick (AC10), as per Specification. m2

B R559.2 [….mm] thick (AC14), as per Specification. m2

C R559.3 [….mm] thick (AC20), as per Specification. m2

5.1A.1.3 Median and Island

R200 5.1A.1.2(i) Sub-Base

A G570.1 Geotextile of the woven type as per Specification. m2

B G570.2 Geotextile of the non-woven type as per Specification. m2

C R221 [……....mm] thick granular material with a CBR value of m2

not less than 30%, complying with grading limits of the
Specification.

R300 5.1A.1.3(i) Roadbase

D R320 [….mm] thick crushed aggregates with a CBR value of m2

not less than 80%, complying with the Specification.

E R330 [….mm] thick Bituminous Roadbase (AC28) with a CBR m2

value of not less than 80%, complying with the
Specification.

F R340 [….mm] thick Wet Mix Roadbase with a CBR value of m2

not less than 80% complying with the Specification.

G R351 Stabilise [….mm] thick lime Roadbase complying with m2

Specification.

H R352 Stabilise [….mm] thick cement-treated Roadbase m2

complying with the Specification.

J R359 Stabilise [….mm] thick …………...…….………... m2

Roadbase complying with Specification.

R500 5.1A.1.3(ii) Bituminious Pavement Courses

K R520 Bituminous prime coat to be applied at a rate of 0.5 - 1.0 m2

litre per square metre as per Specification.

L R530.1 Bituminous tack coat to be applied at a rate of 0.25 - m2

0.55 litre per square metre as per Specification.

M R530.2 Bituminous tack coat to be applied for porous asphalt at m2

a rate of 0.5 - 1.0 litre per square metre as per
Specification [RS-3K / Modified bitumen emulsion or
equivalent]**.

* Delete where not applicable

BQ5 - 66/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 5 - PAVEMENT WORKS

No. Code No. MOM Code Description Unit Qty. Rate (RM) Amount (RM)

Page Total carried to Summary of Bill No. 5

* Delete where not applicable

BQ5 - 67/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 5 - PAVEMENT WORKS

No. Code No. MOM Code Description Unit Qty. Rate (RM) Amount (RM)

5.1A.1.3(iii) Asphaltic Concrete

A R430 [….mm] thick Binder Course (AC28) for paved shoulder, m2

using bitumen of penetration grade 60-70 as per
Specification.

B R541 [….mm] thick Binder Course (AC28) using bitumen of m2

penetration grade 60-70 as per Specification.

C R551.1 [….mm] thick Wearing Course (AC10), using bitumen of m2

penetration grade 60-70 as per Specification.

D R551.2 [….mm] thick Wearing Course (AC14), using bitumen of m2

penetration grade 60-70 as per Specification.

5.1A.1.3(iv) Porous Asphalt

E R552.1 [….mm] thick Porous Asphalt (Grading A), as per m2

Specification.

F R552.2 [….mm] thick Porous Asphalt (Grading B), as per m2

Specification.

5.1A.1.3(v) Stone Mastic Asphalt

G R553.1 [….mm] thick Stone Mastic Asphalt (SMA14), as per m2

Specification.

H R553.2 [….mm] thick Stone Mastic Asphalt (SMA20), as per m2

Specification.

5.1A.1.3(vi) Gap Graded Asphalt

J R554.1 [….mm] thick Gap Graded Asphalt (GPA I), as per m2

Specification.

K R554.2 [….mm] thick Gap Graded Asphalt (GPA II), as per m2

Specification.

5.1A.1.3(vii) Polymer Modified Asphalt

L R555.1 [….mm] thick Polymer Modified Asphalt (AC10), as per m2

Specification.

M R555.2 [….mm] thick Polymer Modified Asphalt (AC14), as per m2

Specification.

Page Total carried to Summary of Bill No. 5

* Delete where not applicable

BQ5 - 68/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 5 - PAVEMENT WORKS

No. Code No. MOM Code Description Unit Qty. Rate (RM) Amount (RM)

5.1A.1.3(viii) Rubber Modified Asphalt Type …………...………

(Latex / Cuplump / Crumb Rubber)

A R559.1 [….mm] thick (AC10), as per Specification. m2

B R559.2 [….mm] thick (AC14), as per Specification. m2

C R559.3 [….mm] thick (AC20), as per Specification. m2

5.1A.1.4 Bus Lay By

R200 5.1A.1.2(i) Sub-Base

A G570.1 Geotextile of the woven type as per Specification. m2

B G570.2 Geotextile of the non-woven type as per Specification. m2

C R221 [……....mm] thick granular material with a CBR value of m2

not less than 30%, complying with grading limits of the
Specification.

R300 5.1A.1.4(i) Roadbase

D R320 [….mm] thick crushed aggregates with a CBR value of m2

not less than 80%, complying with the Specification.

E R330 [….mm] thick Bituminous Roadbase (AC28) with a CBR m2

value of not less than 80%, complying with the
Specification.

F R340 [….mm] thick Wet Mix Roadbase with a CBR value of m2

not less than 80% complying with the Specification.

G R351 Stabilise [….mm] thick lime Roadbase complying with m2

Specification.

H R352 Stabilise [….mm] thick cement-treated Roadbase m2

complying with the Specification.

J R359 Stabilise [….mm] thick …………...…….………... m2

Roadbase complying with Specification.

R500 5.1A.1.4(ii) Bituminious Pavement Courses

K R520 Bituminous prime coat to be applied at a rate of 0.5 - 1.0 m2

litre per square metre as per Specification.

L R530.1 Bituminous tack coat to be applied at a rate of 0.25 - m2

0.55 litre per square metre as per Specification.

M R530.2 Bituminous tack coat to be applied for porous asphalt at m2

a rate of 0.5 - 1.0 litre per square metre as per
Specification [RS-3K / Modified bitumen emulsion or
equivalent]**.

* Delete where not applicable

BQ5 - 69/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 5 - PAVEMENT WORKS

No. Code No. MOM Code Description Unit Qty. Rate (RM) Amount (RM)

Page Total carried to Summary of Bill No. 5

* Delete where not applicable

BQ5 - 70/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 5 - PAVEMENT WORKS

No. Code No. MOM Code Description Unit Qty. Rate (RM) Amount (RM)

5.1A.1.4(iii) Asphaltic Concrete

A R541 [….mm] thick Binder Course (AC28) using bitumen of m2

penetration grade 60-70 as per Specification.

B R551.1 [….mm] thick Wearing Course (AC10), using bitumen of m2

penetration grade 60-70 as per Specification.

C R551.2 [….mm] thick Wearing Course (AC14), using bitumen of m2

penetration grade 60-70 as per Specification.

5.1A.1.4(iv) Porous Asphalt

D R552.1 [….mm] thick Porous Asphalt (Grading A), as per m2

Specification.

E R552.2 [….mm] thick Porous Asphalt (Grading B), as per m2

Specification.

5.1A.1.4(v) Stone Mastic Asphalt

F R553.1 [….mm] thick Stone Mastic Asphalt (SMA14) as per m2

Specification.

G R553.2 [….mm] thick Stone Mastic Asphalt (SMA20) as per m2

Specification.

5.1A.1.4(vi) Gap Graded Asphalt

H R554.1 [….mm] thick Gap Graded Asphalt (GPA I), as per m2

Specification.

J R554.2 [….mm] thick Gap Graded Asphalt (GPA II), as per m2

Specification.

5.1A.1.4(vii) Polymer Modified Asphalt

K R555.1 [.….mm] thick Polymer Modified Asphalt (AC10), as per m2

Specification.

L R555.2 […..mm] thick Polymer Modified Asphalt (AC14), as per m2

Specification.

5.1A.1.4(viii) Rubber Modified Asphalt Type …………...………

(Latex / Cuplump / Crumb Rubber)

M R559.1 [….mm] thick (AC10), as per Specification. m2

N R559.2 [….mm] thick (AC14), as per Specification. m2

P R559.3 [….mm] thick (AC20), as per Specification. m2

Page Total carried to Summary of Bill No. 5

* Delete where not applicable

BQ5 - 71/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 5 - PAVEMENT WORKS

No. Code No. MOM Code Description Unit Qty. Rate (RM) Amount (RM)

5.1A.1.5 Access Road

R200 5.1A.1.5(i) Sub-base

A G570.1 Geotextile of the woven type as per Specification. m2

B G570.2 Geotextile of the non-woven type as per Specification. m2

C R221 [……....mm] thick granular material with a CBR value of m2

not less than 30%, complying with grading limits of the
Specification.

R300 5.1A.1.5(ii) Roadbase

D R320 [….mm] thick crushed aggregates with a CBR value of m2

not less than 80%, complying with the Specification.

E R330 [….mm] thick Bituminous Roadbase (AC28) with a CBR m2

value of not less than 80%, complying with the
Specification.

F R340 [….mm] thick Wet Mix Roadbase with a CBR value of m2

not less than 80% complying with the Specification.

G R351 Stabilise [….mm] thick lime Roadbase complying with m2

Specification.

H R352 Stabilise [….mm] thick cement-treated Roadbase m2

complying with the Specification.

J R359 Stabilise [….mm] thick …………...…….………... m2

Roadbase complying with Specification.

R500 5.1A.1.5(iii) Bituminious Pavement Courses

K R520 Bituminous prime coat to be applied at a rate of 0.5 - 1.0 m2

litre per square metre as per Specification.

L R530.1 Bituminous tack coat to be applied at a rate of 0.25 - m2

0.55 litre per square metre as per Specification.

M R530.2 Bituminous tack coat to be applied for porous asphalt at m2

a rate of 0.5 - 1.0 litre per square metre as per
Specification [RS-3K / Modified bitumen emulsion or
equivalent]**.

Page Total carried to Summary of Bill No. 5

* Delete where not applicable

BQ5 - 72/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 5 - PAVEMENT WORKS

No. Code No. MOM Code Description Unit Qty. Rate (RM) Amount (RM)

5.1A.1.5(iv) Asphaltic Concrete

A R541 [….mm] thick Binder Course (AC28) using bitumen of m2

penetration grade 60-70 as per Specification.

B R551.1 [….mm] thick Wearing Course (AC10), using bitumen of m2

penetration grade 60-70 as per Specification.

C R551.2 [….mm] thick Wearing Course (AC14), using bitumen of m2

penetration grade 60-70 as per Specification.

5.1A.1.5(v) Porous Asphalt

D R552.1 [….mm] thick Porous Asphalt (Grading A), as per m2

Specification.

E R552.2 [….mm] thick Porous Asphalt (Grading B), as per m2

Specification.

5.1A.1.5(vi) Stone Mastic Asphalt

F R553.1 [….mm] thick Stone Mastic Asphalt (SMA14), as per m2

Specification.

G R553.2 [….mm] thick Stone Mastic Asphalt (SMA20), as per m2

Specification.

5.1A.1.5(vii) Gap Graded Asphalt

H R554.1 [….mm] thick Gap Graded Asphalt (GPA I), as per m2

Specification.

J R554.2 [….mm] thick Gap Graded Asphalt (GPA II), as per m2

Specification.

5.1A.1.5(viii) Polymer Modified Asphalt

K R555.1 [….mm] thick Polymer Modified Asphalt (AC10), as per m2

Specification.

L R555.2 [….mm] thick Polymer Modified Asphalt (AC14), as per m2

Specification.

5.1A.1.5(ix) Rubber Modified Asphalt Type …………...………

(Latex / Cuplump / Crumb Rubber)

M R559.1 [….mm] thick (AC10), as per Specification. m2

N R559.2 [….mm] thick (AC14), as per Specification. m2

P R559.3 [….mm] thick (AC20), as per Specification. m2

Page Total carried to Summary of Bill No. 5

* Delete where not applicable

BQ5 - 73/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 5 - PAVEMENT WORKS

No. Code No. MOM Code Description Unit Qty. Rate (RM) Amount (RM)

R410 5.1A.1.6 Fill Material on Unpaved Shoulder

The following items for filling shall include
compaction, and additional filling necessitated by
settlement or penetration into underlying material
as applicable.

A R410.1 [….mm] thick using suitable excavated material as per m2

Specification.

B R410.2 [….mm] thick imported material from Contactor's own m2

source as per Specification.

C R410.3 [….mm] thick imported material from borrow pit as m2

shown in the drawing as per Specification.

D R410.4 [….mm] thick imported granular material from m2

Contractor's own source as per Drawings.

E R410.5 [….mm] thick imported sand from Contractor's own m2

source as per Drawings.

F R420 [….mm] thick imported gravel material from Contactor's m2

own source as per Specification.

G R429 [….mm] thick others material from Contactor's own m2

source as per Specification.

R910 5.1A.1.7 Fill Material on Unpaved Median And Island

The following items for filling shall include
compaction, and additional filling necessitated by
settlement or penetration into underlying material
as applicable.

H R910.1 [….mm] thick using suitable excavated material as per m2

Specification.

J R910.2 [….mm] thick imported material from Contactor's own m2

source as per Specification.

K R910.3 [….mm] thick imported material from borrow pit as m2

shown in the drawing as per Specification.

L R910.4 [….mm] thick imported granular material from m2

Contractor's own source as per Drawings.

M R910.5 [….mm] thick imported sand from Contractor's own m2

source as per Drawings.

N R910.6 [….mm] thick imported gravel material from Contactor's m2

own source as per Specification.

P R910.7 [….mm] thick mass concrete Grade C20. m2

Q R910.8 [….mm] thick others material from Contactor's own m2

source as per Specification.

Page Total carried to Summary of Bill No. 5

* Delete where not applicable

BQ5 - 74/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 5 - PAVEMENT WORKS

No. Code No. MOM Code Description Unit Qty. Rate (RM) Amount (RM)

5.1A.2 TREATMENT TO EXISTING PAVEMENT

5.1A.2.1 Chip Sealing

Single / Double layer chip seal of material according to
the Specification.

A R571.1 […..….] as the bituminous binder for the chip seal layer m2
for bitumen application rate [….] to [….] litres/m2
according to the Specification.

B R571.2 Precoated cover aggregate as first Chip Seal layer. m2

C R571.3 Precoated cover aggregate for second Chip Seal layer. m2

5.1A.2.2 Micro Surfacing

D R572 […..mm] thick modified micro surfacing of material m2

according to the Specification.

5.1A.2.3 Crack Sealing

E R573 Crack sealing […..mm] thick. m2

5.1A.2.4 Coloured Surfacing System

F R574 […..mm] thick coloured surfacing system of material m2

according to the Specification.

5.1A.2.5 Patching

G R579.1 Mark, cut, break up existing pavement and cart away to m2

designated spoil dumping ground, clearing of debris,
patch and compact with asphaltic wearing course
[AC….] including tack coat application.

5.1A.2.6 Milling and Paving

H R579.2 Milling existing pavement and cart away to designated m2

spoil dumping ground, clearing of debris.

Page Total carried to Summary of Bill No. 5

* Delete where not applicable

BQ5 - 75/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 5 - PAVEMENT WORKS

No. Code No. MOM Code Description Unit Qty. Rate (RM) Amount (RM)

5.1A.2.7 Asphaltic Concrete

A R430 [….mm] thick Binder Course (AC28) for paved shoulder, m2

using bitumen of penetration grade 60-70 as per
Specification.

B R541 [….mm] thick Binder Course (AC28) using bitumen of m2

penetration grade 60-70 as per Specification.

C R551.1 [….mm] thick Wearing Course (AC10), using bitumen of m2

penetration grade 60-70 as per Specification.

D R551.2 [….mm] thick Wearing Course (AC14), using bitumen of m2

penetration grade 60-70 as per Specification.

5.1A.2.8 Porous Asphalt

E R552.1 [….mm] thick Porous Asphalt (Grading A), as per m2

Specification.

F R552.2 [….mm] thick Porous Asphalt (Grading B), as per m2

Specification.

5.1A.2.9 Stone Mastic Asphalt

G R553.1 [….mm] thick Stone Mastic Asphalt (SMA14), as per m2

Specification.

H R553.2 [….mm] thick Stone Mastic Asphalt (SMA20), as per m2

Specification.

5.1A.2.10 Gap Graded Asphalt

J R554.1 [….mm] thick Gap Graded Asphalt (GPA I), as per m2

Specification.

K R554.2 [….mm] thick Gap Graded Asphalt (GPA II), as per m2

Specification.

5.1A.2.11 Polymer Modified Asphalt

L R555.1 [….mm] thick Polymer Modified Asphalt (AC10), as per m2

Specification.

M R555.2 [….mm] thick Polymer Modified Asphalt (AC14), as per m2

Specification.

Page Total carried to Summary of Bill No. 5

* Delete where not applicable

BQ5 - 76/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 5 - PAVEMENT WORKS

No. Code No. MOM Code Description Unit Qty. Rate (RM) Amount (RM)

5.1A.2.12 Rubber Modified Asphalt Type …………...………

(Latex / Cuplump / Crumb Rubber)

A R559.1 [….mm] thick (AC10), as per Specification. m2

B R559.2 [….mm] thick (AC14), as per Specification. m2

C R559.3 [….mm] thick (AC20), as per Specification. m2

5.1A.2.13 Regulation

D R530 Bitumious tack coat to be applied at a rate of 0.25 - 0.55 m2

litre per square metre as per Specification.

E R580 [AC…..] to the required formation level. t

5.1A.2.14 Reconstruction of Existing Pavement

F R110 Earth material to receive road pavement. Rate to m2

include scarifying, levelling, and compaction of the top
300 mm of the subgrade.

R200 5.1A.2.14(i) Sub-base

G G570.1 Geotextile of the woven type as per Specification. m2

H G570.2 Geotextile of the non-woven type as per Specification. m2

J R221 [….mm] thick granular material with a CBR value of not m2

less than 30%, complying with grading limits of the
Specification.

R300 5.1A.2.14(ii) Roadbase

K R320 [….mm] thick crushed aggregates with a CBR value of m2

more than 80%, complying with the Specification.

L R330 [….mm] thick Bituminous Roadbase (AC28) with a CBR m2

value of not less than 80%, complying with the
Specification.

M R340 [….mm] thick Wet Mix Roadbase with a CBR value of m2

more than 80% complying with the Specification.

N R351 Stabilise [….mm] thick lime Roadbase complying with m2

Specification.

P R352 [….mm] thick cement-treated Roadbase complying with m2

the Specification.

Q R359 Stabilise [….mm] thick …………...…….………... m2

Roadbase complying with Specification.

Page Total carried to Summary of Bill No. 5

* Delete where not applicable

BQ5 - 77/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 5 - PAVEMENT WORKS

No. Code No. MOM Code Description Unit Qty. Rate (RM) Amount (RM)

R500 5.1A.2.14(iii) Bituminious Pavement Courses

A R520 Bituminous prime coat to be applied at a rate of 0.5 - 1.0 m2

litre per square metre as per Specification.

B R530.1 Bituminous tack coat to be applied at a rate of 0.25 - m2

0.55 litre per square metre as per Specification.

C R530.2 Bituminous tack coat to be applied for porous asphalt at m2

a rate of 0.5 - 1.0 litre per square metre as per
Specification [RS-3K / Modified bitumen emulsion or
equivalent]**.

5.1A.2.14(iv) Asphaltic Concrete

D R430 [….mm] thick Binder Course (AC28) for paved shoulder, m2

using bitumen of penetration grade 60-70 as per
Specification.

E R541 [….mm] thick Binder Course (AC28) using bitumen of m2

penetration grade 60-70 as per Specification.

F R551.1 [….mm] thick Wearing Course (AC10), using bitumen of m2

penetration grade 60-70 as per Specification.

G R551.2 [….mm] thick Wearing Course (AC14), using bitumen of m2

penetration grade 60-70 as per Specification.

5.1A.2.14(v) Porous Asphalt

H R552.1 [….mm] thick Porous Asphalt (Grading A), as per m2

Specification.

J R552.2 [….mm] thick Porous Asphalt (Grading B), as per m2

Specification.

5.1A.2.14(vi) Stone Mastic Asphalt

K R553.1 [….mm] thick Stone Mastic Asphalt (SMA14), as per m2

Specification.

L R553.2 [….mm] thick Stone Mastic Asphalt (SMA20), as per m2

Specification.

5.1A.2.14(vii) Gap Graded Asphalt

M R554.1 [….mm] thick Gap Graded Asphalt (GPA I), as per m2

Specification.

N R554.2 [….mm] thick Gap Graded Asphalt (GPA II), as per m2

Specification.

Page Total carried to Summary of Bill No. 5

* Delete where not applicable

BQ5 - 78/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 5 - PAVEMENT WORKS

No. Code No. MOM Code Description Unit Qty. Rate (RM) Amount (RM)

5.1A.2.14(viii) Polymer Modified Asphalt

A R555.1 [….mm] thick Polymer Modified Asphalt (AC10), as per m2

Specification.

B R555.2 [….mm] thick Polymer Modified Asphalt (AC14), as per m2

Specification.

5.1A.2.14(ix) Rubber Modified Asphalt Type …………...………

(Latex / Cuplump / Crumb Rubber)

C R559.1 [….mm] thick (AC10), as per Specification. m2

D R559.2 [….mm] thick (AC14), as per Specification. m2

E R559.3 [….mm] thick (AC20), as per Specification. m2

R579.3 5.1A.2.15 Overlay

F R520 Bituminous prime coat to be applied at a rate of 0.5 - 1.0 m2

litre per square metre as per Specification.

G R530.1 Bituminous tack coat to be applied at a rate of 0.25 - m2

0.55 litre per square metre as per Specification.

H R530.2 Bituminous tack coat to be applied for porous asphalt at m2

a rate of 0.5 - 1.0 litre per square metre as per
Specification [RS-3K / Modified bitumen emulsion or
equivalent]**.

5.1A.2.15(i) Asphaltic Concrete

J R430 [….mm] thick Binder Course (AC28) for paved shoulder, m2

using bitumen of penetration grade 60-70 as per
Specification.

K R541 [….mm] thick Binder Course (AC28) using bitumen of m2

penetration grade 60-70 as per Specification.

L R551.1 [….mm] thick Wearing Course (AC10), using bitumen of m2

penetration grade 60-70 as per Specification.

M R551.2 [….mm] thick Wearing Course (AC14), using bitumen of m2

penetration grade 60-70 as per Specification.

Page Total carried to Summary of Bill No. 5

* Delete where not applicable

BQ5 - 79/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 5 - PAVEMENT WORKS

No. Code No. MOM Code Description Unit Qty. Rate (RM) Amount (RM)

5.1A.2.15(ii) Porous Asphalt

A R552.1 [….mm] thick Porous Asphalt (Grading A), as per m2

Specification.

B R552.2 [….mm] thick Porous Asphalt (Grading B), as per m2

Specification.

5.1A.2.15(iii) Stone Mastic Asphalt

C R553.1 [….mm] thick Stone Mastic Asphalt (SMA14), as per m2

Specification.

D R553.2 [….mm] thick Stone Mastic Asphalt (SMA20), as per m2

Specification.

5.1A.2.15(iv) Gap Graded Asphalt

E R554.1 [….mm] thick Gap Graded Asphalt (GPA I), as per m2

Specification.

F R554.2 [….mm] thick Gap Graded Asphalt (GPA II), as per m2

Specification.

5.1A.2.15(v) Polymer Modified Asphalt

G R555.2 [….mm] thick Polymer Modified Asphalt( AC10), as per m2

Specification.

H R555.3 [….mm] thick Polymer Modified Asphalt (AC14), as per m2

Specification.

5.1A.2.15(vi) Rubber Modified Asphalt Type …………...………

(Latex / Cuplump / Crumb Rubber)

J R559.1 [….mm] thick (AC10), as per Specification. m2

K R559.2 [….mm] thick (AC14), as per Specification. m2

L R559.3 [….mm] thick (AC20), as per Specification. m2

R562 5.1A.2.16 Cold-in-Place Recycling (CIPR)

M R562.1 Cold-in-Place Recycling (CIPR) to a depth of (……) mm m2

with the addition of (…..%) cement.

N R562.2 Cold-in-Place Recycling (CIPR) to a depth of (……) mm m2

with the addition of (…..%) foamed bitumen.

P R562.3 Cold-in-Place Recycling (CIPR) to a depth of (……) mm m2

with the addition of (…..%) bituminous emulsion or
equivalent.

Page Total carried to Summary of Bill No. 5

* Delete where not applicable

BQ5 - 80/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 5 - PAVEMENT WORKS

No. Code No. MOM Code Description Unit Qty. Rate (RM) Amount (RM)

R561 5.1A.2.17 Hot-in-Place Recycling (HIPR)

A R561 Hot-In-Place Recycling (HIPR) to (……..) mm depth. m2

C240 5.1A.2.18 Temporary Road Markings

B C243 100mm wide intermittent line with 1000mm line and m

1700mm gap (Type 3) as Specification.

Page Total carried to Summary of Bill No. 5

* Delete where not applicable

BQ5 - 81/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 5 - PAVEMENT WORKS

No. Code No. MOM Code Description Unit Qty. Rate (RM) Amount (RM)

5.2A CONCRETE PAVEMENT

5.2A.1 NEW PAVEMENT

R100 5.2A.1.1 Subgrade Preparation

A R110 Earth material to receive road pavement. Rate to m2

include clearing, grubbing, stripping top soil, scarifying,
levelling, and compaction of the top 300 mm of the
subgrade.

B R120 Hard material to receive road pavement. Rate to include m2

clearing, grubbing, stripping top soil, scarifying, levelling,
and compaction of the top 300 mm of the subgrade.

C R130 Rock material to receive road pavement. Rate to include m2

trimming of protruding rock above final surface, filling of
all cavities with lean concrete and filling with approved
crushed rock or gravel to the final surface.

D R141 Stabilise [….mm] thick subgrade using minimum [….kg] m2

of lime per cubic metre of soil, up to formation level.

E R142 Stabilise [….mm] thick subgrade using minimum [….kg] m2

of cement per cubic metre of soil, up to formation level.

F R143 Stabilise [….mm] thick subgrade using minimum [….kg] m2

of polymer material per cubic metre of soil, up to
formation level.

G R149.1 Stabilise [….mm] thick subgrade using minimum [….kg] m2

of bituminous material per cubic metre of soil, up to
formation level.

H R149.2 Stabilise [….mm] thick subgrade using minimum [….kg] m2

of cement and lime per cubic metre of soil, up to
formation level.

J R149.3 Stabilise [….mm] thick subgrade using minimum [….kg] m2

of [………………] per cubic metre of soil, up to formation
level.

Page Total carried to Summary of Bill No. 5

* Delete where not applicable

BQ5 - 82/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 5 - PAVEMENT WORKS

No. Code No. MOM Code Description Unit Qty. Rate (RM) Amount (RM)

5.2A.1.2 Carriageway and Paved Shoulder

R200 5.2A.1.2(i) Sub-Base

A G570.1 Geotextile of the woven type as per Specification. m2

B G570.2 Geotextile of the non-woven type as per Specification. m2

C R221 [……....mm] thick granular material with a CBR value of m2

not less than 30%, complying with grading limits of the
Specification.

R300 5.2A.1.2(ii) Roadbase

Unbound

D G570.1 Geotextile of the woven type as per Specification. m2

E G570.2 Geotextile of the non-woven type as per Specification. m2

F R320 [….mm] thick crushed aggregates with a CBR value of m2

not less than 80%, complying with the Specification.

G R330 [….mm] thick Bituminous Roadbase (AC28) with a CBR m2

value of not less than 80%, complying with the
Specification.

H R340 [….mm] thick Wet Mix Roadbase with a CBR value of m2

not less than 80% complying with the Specification.

J R351 Stabilise [….mm] thick lime Roadbase complying with m2

Specification.

K R352 Stabilise [….mm] thick cement-treated Roadbase m2

complying with the Specification.

L R353 Stabilise [….mm] thick …………...…….………... m2

Roadbase complying with Specification.

Bound

M R223 ……..mm thick bound roadbase grade C15 :

N R223.1 i) Construction by manual m2

P R223.2 ii) Construction by machine m2

Q R551 [….mm] thick Wearing Course (AC14), as per m2

Specification.

Page Total carried to Summary of Bill No. 5

* Delete where not applicable

BQ5 - 83/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 5 - PAVEMENT WORKS

No. Code No. MOM Code Description Unit Qty. Rate (RM) Amount (RM)

5.2A.1.2(iii) In Situ Concrete Design Mix

Rate for in situ concrete designed mix shall be

deemed to include placing and compaction of
concrete.

Grade C….. Concrete

A I900 Wax based emulsion curing compound using m2

mechanical spraybar.

B R611 Plastic sheeting as per Specification clause (….) below m2

concrete pavement.

B R612 Bond breaker (…………….....) as per Specification m2

clause (….) below concrete pavement.

B R613 Bitumen (…………….....) as per Specification clause m2

(….) below concrete pavement.

C R630 Carriageway slab in [Grade C….., …..mm] thick. Rate to m2

include [steel formwork].

5.2A.1.2(iv) Joints in Concrete Pavement

Joints in concrete pavements shall be deemed to

include base preparation, joints, and cutting.

D R651 Longitudinal joints, [….mm deep x ….mm width) m

E R652 Expansion joints, [….mm deep x ….mm width) m

F R653 Construction joints (end day joint), [….mm deep x m

….mm width)

G R657 Transverse joints, [….mm deep x ….mm width) m

5.2A.1.2(v) Pavers Texturing

Rate for pavers shall be deemed to include base

preparation, joints, and cutting.

H R663.1 In situ concrete pavers, [concrete imprint, ….mm thick]. m2

J R663.2 Curing compound/sealer coat on finished concrete slab. m2

K R663.3 To provide movable shaded cover for protection of plain m2

concrete pavement and lean concrete subbase from
rain during paving.

L R663.4 To provide labour and necessary equipment to stamp nr

concrete slab surface with letterings as shown in the
Drawings.

Page Total carried to Summary of Bill No. 5

* Delete where not applicable

BQ5 - 84/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 5 - PAVEMENT WORKS

No. Code No. MOM Code Description Unit Qty. Rate (RM) Amount (RM)

5.2A.1.2(vi) Concrete Ancillaries - Joints

Rate for joints shall be deemed to include formwork.

A I712 Sealed [20 mm x 20 mm] grooves with silicone sealant m

to form contraction joint.

5.2A.1.2(vii) Reinforcement

Rate for reinforcement shall be deemed to include

labour for cutting, bending, and placing.

B R621 Mild steel bar reinforcement to nominal diameter t

[….mm].

C R622 High tensile steel bar reinforcement to nominal diameter t

of [….mm].

D R623 High tensile steel fabric reinforcement to nominal t

diameter of [….mm].

E R624 Fabric of others stated reinforcement material to t

nominal diameter of [….mm].

5.2A.1.3 Anchor Beam

Rate for in situ concrete designed mix shall be

deemed to include placing and compaction of
concrete.

5.2A.1.3.1 Concrete Grade C…

5.2A.1.3.1(i) Grade C25 Concrete

F I135 Reinforced concrete beam ( ……mm x ……mm) as m3
shown in the Drawings.

5.2A.1.3.1(ii) Grade C30 Concrete

G I145 Reinforced concrete beam ( ……mm x ……mm) as m3
shown in the Drawings.

5.2A.1.3.1(iii) Grade C35 Concrete

H I155 Reinforced concrete beam ( ……mm x ……mm) as m3
shown in the Drawings.

5.2A.1.3.1(iv) Grade C40 Concrete

J I175 Reinforced concrete beam ( ……mm x ……mm) as m3
shown in the Drawings.

Page Total carried to Summary of Bill No. 5

* Delete where not applicable

BQ5 - 85/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 5 - PAVEMENT WORKS

No. Code No. MOM Code Description Unit Qty. Rate (RM) Amount (RM)

5.2A.1.3.2 Reinforcement

Rate for reinforcement shall be deemed to include

labour for cutting, bending, and placing.

A R621 Mild steel bar reinforcement to nominal diameter t

[….mm].

B R622 High tensile steel bar reinforcement to nominal diameter t

of [….mm].

C R623 High tensile steel fabric reinforcement to nominal t

diameter of [….mm].

D R624 Fabric of others stated reinforcement material to t

nominal diameter of [….mm].

5.2A.1.3.3 Formwork
E I513 Formwork for anchor Beam. F1: rough finish to beams. m2

5.2A.1.4 Fill Material On Unpaved Shoulder

The following items for filling shall include

compaction, and additional filling necessitated by
settlement or penetration into underlying material
as applicable.

F R410.1 [….mm] thick using suitable excavated material as per m2

Specification.

G R410.2 [….mm] thick imported material from Contactor's own m2

source as per Specification.

H R410.3 [….mm] thick imported material from borrow pit as m2

shown in the drawing as per Specification.

J R410.4 [….mm] thick imported granular material from m2

Contractor's own source as per Drawings.

K R410.5 [….mm] thick imported sand from Contractor's own m2

source as per Drawings.

L R420 [….mm] thick imported gravel material from Contactor's m2

own source as per Specification.

M R429 [….mm] thick others material from Contactor's own m2

source as per Specification.

Page Total carried to Summary of Bill No. 5

* Delete where not applicable

BQ5 - 86/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 5 - PAVEMENT WORKS

No. Code No. MOM Code Description Unit Qty. Rate (RM) Amount (RM)

5.2A.1.5 Filter Material

A F314 Granular material as per Specification. m3

B F410 [Continuous polypropylene filament, nonwoven] m2

geotextile with tensile strength of 19 kN/m, effective
opening size of 0.09 mm and nominal mass of 250 g/m2
as per Specification

5.3A INTERLOCKING CONCRETE BLOCK

5.3A.1 Subgrade Preparation

C R110 Earth material to receive road pavement. Rate to m2

include clearing, grubbing, stripping top soil, scarifying,
levelling, and compaction of the top 300 mm of the
subgrade.

D R120 Hard material to receive road pavement. Rate to include m2

clearing, grubbing, stripping top soil, scarifying, levelling,
and compaction of the top 300 mm of the subgrade.

E R130 Rock material to receive road pavement. Rate to include m2

clearing, grubbing, stripping top soil, scarifying, levelling,
and compaction of the top 300 mm of the subgrade.

F R141 Stabilise [….mm] thick subgrade using minimum [….kg] m2

of lime per cubic metre of soil, up to formation level.

G R142 Stabilise [….mm] thick subgrade using minimum [….kg] m2

of cement per cubic metre of soil, up to formation level.

H R143 Stabilise [….mm] thick subgrade using minimum [….kg] m2

of polymer material per cubic metre of soil, up to
formation level.

J R144 Stabilise [….mm] thick subgrade using minimum [….kg] m2

of granular material per cubic metre of soil, up to
formation level.

K R149.1 Stabilise [….mm] thick subgrade using minimum [….kg] m2

of bituminous material per cubic metre of soil, up to
formation level.

L R149.2 Stabilise [….mm] thick subgrade using minimum [….kg] m2

of cement and lime per cubic metre of soil, up to
formation level.

M R149.3 Stabilise [….mm] thick subgrade using minimum [….kg] m2

of [………………] per cubic metre of soil, up to formation
level.

Page Total carried to Summary of Bill No. 5

* Delete where not applicable

BQ5 - 87/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 5 - PAVEMENT WORKS

No. Code No. MOM Code Description Unit Qty. Rate (RM) Amount (RM)

R200 5.3A.2 Sub-Base

A G570.1 Geotextile of the woven type as per Specification. m2

B G570.2 Geotextile of the non-woven type as per Specification. m2

C R221 [……....mm] thick granular material with a CBR value of m2

not less than 30%, complying with grading limits of the
Specification.

R300 5.3A.3 Roadbase

D R320 [……..mm] thick crushed aggregates with a CBR value m2

of not less than 80%, complying with the Specification.

E R330 [….mm] thick Bituminous Roadbase (AC28) with a CBR m2

value of not less than 80%, complying with the
Specification.

F R340 [….mm] thick Wet Mix Roadbase with a CBR value of m2

not less than 80% complying with the Specification.

G R351 Stabilise [….mm] thick lime Roadbase complying with m2

Specification.

H R352 Stabilise [….mm] thick cement-treated Roadbase m2

complying with the Specification.

J R359 Stabilise [….mm] thick …………...…….………... m2

Roadbase complying with Specification.

5.3A.4 Interlocking Concrete Block

Rate for interlocking concrete block shall be

deemed to include supply, install, base preparation,
joints, and cutting.

K R661 [Precast] interlocking concrete block of [……mm x …… m2

mm x ……mm thick].

Page Total carried to Summary of Bill No. 5

* Delete where not applicable

BQ5 - 88/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 5 - PAVEMENT WORKS

No. Code No. MOM Code Description Unit Qty. Rate (RM) Amount (RM)

Summary of Bill No. 5 : Pavement Works

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Total of Bill No. 5 carried to Summary of Tender

* Delete where not applicable

BQ5 - 89/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 6 - ROAD FURNITURE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

SIGNBOARDS

Destination Signage

Traffic signs shall generally be in accordance with the latest

version of Arahan Teknik (Jalan) 2E/87 . Post mounted signages
shall be deemed to include foundations, support posts, purlins
frame and connections, excavation, preparation of surfaces,
disposal of excavated material, upholding sides of excavation,
backfilling, concrete, reinforcement, and joints.

A R811.1 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate not exceeding 1.0m2.

B R811.2 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate exceeding 1.0 - not exceeding
2.0m .
2

C R811.3 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate exceeding 2.0 - not exceeding
3.0m2.

D R811.4 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate exceeding 3.0 - not exceeding
4.0m2.

E R811.5 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate more and equal than 4.0m 2.

F R811.6 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate not exceeding 1.0m 2.

G R811.7 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate exceeding 1.0 - not
exceeding 2.0m .
2

H R811.8 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate exceeding 2.0 - not
exceeding 3.0m2.

Page Total carried to Summary of Bill No. 6

* Delete where not applicable

BQ6 - 90/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 6 - ROAD FURNITURE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

A R811.9 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate more and equal than
4.0m2.

B R811.10 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate exceeding 4.0m2.

Gantry Directional Signage

C R811.11 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate not exceeding 10.0m2 on gantry.

D R811.12 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate more and equal than 10.0m 2 on
gantry.

E R811.13 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate not exceeding 10.0m 2 on
gantry.

F R811.14 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate more and equal than
10.0m2 on gantry.

G R812.1 Illuminated high intensity prismatic retro-reflective sheeting mounted nr

on aluminium alloy sign plate not exceeding 10.0m2 on gantry.

H R812.2 Illuminated high intensity prismatic retro-reflective sheeting mounted on nr

aluminium alloy sign plate more and equal than 10.0m2 on gantry.

J R812.3 Illuminated high intensity prismatic retro-reflective sheeting mounted nr

on aluminium composite sign plate not exceeding 10.0m2 on gantry.

K R812.4 Illuminated high intensity prismatic retro-reflective sheeting mounted on nr

aluminium composite sign plate more and equal than 10.0m2 on gantry.

L R813 Electronic Sign of (…….m) x (…... m) as per Specification m2

Butterfly Gantry Directional Signage

M R811.15 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate not exceeding 10.0m2 on
butterfly gantry.

Page Total carried to Summary of Bill No. 6

* Delete where not applicable

BQ6 - 91/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 6 - ROAD FURNITURE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

A R811.16 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate more and equal than 10.0m 2 on
butterfly gantry.

B R811.17 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate not exceeding 10.0m 2 on
butterfly gantry.

C R811.18 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate more and equal than
10.0m2 on butterfly gantry.

Gantry Type
Fabrication, deliver to site and installation gantry inclusive of
foundation, post, purlin frames and connection as specified and
shown in drawing.

D R860.1 [Carbon steel overhead] gantry of Type 1 not exceeding 13m span. nr

E R860.2 [Carbon steel overhead] gantry of Type 1 more than 13m span. nr

F R860.3 [Carbon steel overhead] gantry of Type 2 not exceeding 13m span. nr

G R860.4 [Carbon steel overhead] gantry of Type 2 more than 13m span. nr

H R860.5 [Carbon steel overhead] butterfly gantry of [….m wide and 6 m high]. nr

Warning and Regulatory Traffic Signs

Traffic signs shall generally be in accordance with the latest

version of Arahan Teknik (Jalan) 2A/87. Post mounted signages
shall be deemed to include foundations, support posts, purlins
frame and connections, excavation, preparation of surfaces,
disposal of excavated material, upholding sides of excavation,
backfilling, concrete, reinforcement, and joints.

J R811.19 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type RP 1 sign [size …...mm
x …..mm].

Page Total carried to Summary of Bill No. 6

* Delete where not applicable

BQ6 - 92/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 6 - ROAD FURNITURE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

Warning and Regulatory Traffic Signs (Cont'd)

A R811.20 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type RP 2a sign [size
…...mm x …..mm].

B R811.21 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type RP 2b sign [size
…...mm x …..mm].

C R811.22 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type RP 3 sign [size …...mm
x …..mm].

D R811.23 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type RP 4 sign [size …...mm
x …..mm].

E R811.24 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type RP 5 sign [size …...mm
x …..mm].

F R811.25 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type RP 6 sign [size …...mm
x …..mm].

G R811.26 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type RP 7 sign [size …...mm
x …..mm].

H R811.27 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type RP 8a sign [size
…...mm x …..mm].

J R811.28 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type RP 8b sign [size
…...mm x …..mm].

K R811.29 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type RP 9 sign [size …...mm
x …..mm].

L R811.30 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type RP 10 sign [size
…...mm x …..mm].

M R811.31 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type RP 11 sign [size
…...mm x …..mm].

Page Total carried to Summary of Bill No. 6

* Delete where not applicable

BQ6 - 93/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 6 - ROAD FURNITURE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

Warning and Regulatory Traffic Signs (Cont'd)

A R811.32 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type RP 12 sign [size
…...mm x …..mm].

B R811.33 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type RP 13 sign [size
…...mm x …..mm].

C R811.34 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type RP 14 sign [size
…...mm x …..mm].

D R811.35 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type RP 15 sign [size
…...mm x …..mm].

E R811.36 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type RP 17 sign [size
…...mm x …..mm].

F R811.37 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type RM 1a sign [size
…...mm x …..mm].

G R811.38 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type RM 1b sign [size
…...mm x …..mm].

H R811.39 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type RM 1c sign [size
…...mm x …..mm].

J R811.40 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type RM 1d sign [size
…...mm x …..mm].

K R811.41 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type RM 2a sign [size
…...mm x …..mm].

L R811.42 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type RM 2c sign [size
…...mm x …..mm].

M R811.43 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type RM 4 sign [size
…...mm x …..mm].

Page Total carried to Summary of Bill No. 6

* Delete where not applicable

BQ6 - 94/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 6 - ROAD FURNITURE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

Warning and Regulatory Traffic Signs (Cont'd)

A R811.44 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 1 sign [size
…...mm x …..mm].

B R811.45 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 2 sign [size
…...mm x …..mm].

C R811.46 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 3 sign [size
…...mm x …..mm].

D R811.47 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 4 sign [size
…...mm x …..mm].

E R811.48 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 5 sign [size
…...mm x …..mm].

F R811.49 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 6&7 sign [size
…...mm x …..mm].

G R811.50 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 8 sign [size
…...mm x …..mm].

H R811.51 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 9 sign [size
…...mm x …..mm].

J R811.52 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 10a sign [size
…...mm x …..mm].

K R811.53 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 10b sign [size
…...mm x …..mm].

L R811.54 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 11 sign [size
…...mm x …..mm].

M R811.55 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 12 sign [size
…...mm x …..mm].

Page Total carried to Summary of Bill No. 6

* Delete where not applicable

BQ6 - 95/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 6 - ROAD FURNITURE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

Warning and Regulatory Traffic Signs (Cont'd)

A R811.56 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 13 sign [size
…...mm x …..mm].

B R811.57 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 14 sign [size
…...mm x …..mm].

C R811.58 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 15 sign [size
…...mm x …..mm].

D R811.59 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 16 sign [size
…...mm x …..mm].

E R811.60 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 17 sign [size
…...mm x …..mm].

F R811.61 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 18 sign [size
…...mm x …..mm].

G R811.62 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 19 sign [size
…...mm x …..mm].

H R811.63 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 20 sign [size
…...mm x …..mm].

J R811.64 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 21 sign [size
…...mm x …..mm].

K R811.65 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 22 sign [size
…...mm x …..mm].

L R811.66 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 23 sign [size
…...mm x …..mm].

M R811.67 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 24 sign [size
…...mm x …..mm].

Page Total carried to Summary of Bill No. 6

* Delete where not applicable

BQ6 - 96/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 6 - ROAD FURNITURE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

Warning and Regulatory Traffic Signs (Cont'd)

A R811.68 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 25 sign [size
…...mm x …..mm].

B R811.69 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 26 sign [size
…...mm x …..mm].

C R811.70 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 27a sign [size
…...mm x …..mm].

D R811.71 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 27b sign [size
…...mm x …..mm].

E R811.72 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 27c sign [size
…...mm x …..mm].

F R811.73 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 27d sign [size
…...mm x …..mm].

G R811.74 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 27e sign [size
…...mm x …..mm].

H R811.75 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 28a sign [size
…...mm x …..mm].

J R811.76 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 28b sign [size
…...mm x …..mm].

K R811.77 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 29 sign [size
…...mm x …..mm].

L R811.78 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 30 sign [size
…...mm x …..mm].

M R811.79 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 31 sign [size
…...mm x …..mm].

Page Total carried to Summary of Bill No. 6

* Delete where not applicable

BQ6 - 97/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 6 - ROAD FURNITURE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

Warning and Regulatory Traffic Signs (Cont'd)

A R811.80 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 32a sign [size
…...mm x …..mm].

B R811.81 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 32b sign [size
…...mm x …..mm].

C R811.82 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 33 sign [size
…...mm x …..mm].

D R811.83 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 34 sign [size
…...mm x …..mm].

E R811.84 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 35 sign [size
…...mm x …..mm].

F R811.85 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 36 sign [size
…...mm x …..mm].

G R811.86 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 37 sign [size
…...mm x …..mm].

H R811.87 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 38a sign [size
…...mm x …..mm].

J R811.88 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 38b sign [size
…...mm x …..mm].

K R811.89 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 39a sign [size
…...mm x …..mm].

L R811.90 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 39b sign [size
…...mm x …..mm].

M R811.91 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 40 sign [size
…...mm x …..mm].

Page Total carried to Summary of Bill No. 6

* Delete where not applicable

BQ6 - 98/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 6 - ROAD FURNITURE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

Warning and Regulatory Traffic Signs (Cont'd)

A R811.92 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 41 sign [size
…...mm x …..mm].

B R811.93 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 42 sign [size
…...mm x …..mm].

C R811.94 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 45 sign [size
…...mm x …..mm].

D R811.95 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 49 sign [size
…...mm x …..mm].

E R811.96 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 51 sign [size
…...mm x …..mm].

F R811.97 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 52 sign [size
…...mm x …..mm].

G R811.98 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type GI 1 sign [size …...mm
x …..mm].

H R811.99 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type GI 3 sign [size …...mm
x …..mm].

J R811.100 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type GI 4 sign [size …...mm
x …..mm].

K R811.101 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type GI 5 sign [size …...mm
x …..mm].

L R811.102 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type GI 6 sign [size …...mm
x …..mm].

M R811.103 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type GI 7 sign [size …...mm
x …..mm].

Page Total carried to Summary of Bill No. 6

* Delete where not applicable

BQ6 - 99/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 6 - ROAD FURNITURE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

Warning and Regulatory Traffic Signs (Cont'd)

A R811.104 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type GI 8 sign [size …...mm
x …..mm].

B R811.105 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type GI 9 sign [size …...mm
x …..mm].

C R811.106 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type RP 1 sign [size
…...mm x …..mm].

D R811.107 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type RP 2a sign [size
…...mm x …..mm].

E R811.108 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type RP 2b sign [size
…...mm x …..mm].

F R811.109 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type RP 3 sign [size
…...mm x …..mm].

G R811.110 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type RP 4 sign [size
…...mm x …..mm].

H R811.111 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type RP 5 sign [size
…...mm x …..mm].

J R811.112 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type RP 6 sign [size
…...mm x …..mm].

K R811.113 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type RP 7 sign [size
…...mm x …..mm].

Page Total carried to Summary of Bill No. 6

* Delete where not applicable

BQ6 - 100/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 6 - ROAD FURNITURE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

Warning and Regulatory Traffic Signs (Cont'd)

A R811.114 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type RP 8a sign [size
…...mm x …..mm].

B R811.115 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type RP 8b sign [size
…...mm x …..mm].

C R811.116 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type RP 9 sign [size …...mm
x …..mm].

D R811.117 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type RP 10 sign [size
…...mm x …..mm].

E R811.118 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type RP 11 sign [size
…...mm x …..mm].

F R811.119 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type RP 12 sign [size
…...mm x …..mm].

G R811.120 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type RP 13 sign [size
…...mm x …..mm].

J R811.121 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type RP 14 sign [size
…...mm x …..mm].

K R811.122 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type RP 15 sign [size
…...mm x …..mm].

L R811.123 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type RP 17 sign [size
…...mm x …..mm].

Page Total carried to Summary of Bill No. 6

* Delete where not applicable

BQ6 - 101/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 6 - ROAD FURNITURE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

Warning and Regulatory Traffic Signs (Cont'd)

A R811.124 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type RM 1a sign [size
…...mm x …..mm].

B R811.125 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type RM 1b sign [size
…...mm x …..mm].

C R811.126 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type RM 1c sign [size
…...mm x …..mm].

D R811.127 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type RM 1d sign [size
…...mm x …..mm].

E R811.128 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type RM 2a sign [size
…...mm x …..mm].

F R811.129 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type RM 2c sign [size
…...mm x …..mm].

G R811.130 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type RM 4 sign [size
…...mm x …..mm].

H R811.131 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 1 sign [size
…...mm x …..mm].

J R811.132 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 2 sign [size
…...mm x …..mm].

K R811.133 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 3 sign [size
…...mm x …..mm].

Page Total carried to Summary of Bill No. 6

* Delete where not applicable

BQ6 - 102/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 6 - ROAD FURNITURE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

Warning and Regulatory Traffic Signs (Cont'd)

A R811.134 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 4 sign [size
…...mm x …..mm].

B R811.135 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 5 sign [size
…...mm x …..mm].

C R811.136 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 6&7 sign
[size …...mm x …..mm].

D R811.137 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 8 sign [size
…...mm x …..mm].

E R811.138 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 9 sign [size
…...mm x …..mm].

F R811.139 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 10a sign [size
…...mm x …..mm].

G R811.140 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 10b sign [size
…...mm x …..mm].

H R811.141 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 11 sign [size
…...mm x …..mm].

J R811.142 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 12 sign [size
…...mm x …..mm].

K R811.143 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 13 sign [size
…...mm x …..mm].

Page Total carried to Summary of Bill No. 6

* Delete where not applicable

BQ6 - 103/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 6 - ROAD FURNITURE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

Warning and Regulatory Traffic Signs (Cont'd)

A R811.144 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium alloy sign plate for type WD 14 sign [size
…...mm x …..mm].

B R811.145 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 15 sign [size
…...mm x …..mm].

C R811.146 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 16 sign [size
…...mm x …..mm].

D R811.147 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 17 sign [size
…...mm x …..mm].

E R811.148 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 18 sign [size
…...mm x …..mm].

F R811.149 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 19 sign [size
…...mm x …..mm].

G R811.150 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 20 sign [size
…...mm x …..mm].

H R811.151 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 21 sign [size
…...mm x …..mm].

J R811.152 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 22 sign [size
…...mm x …..mm].

K R811.153 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 23 sign [size
…...mm x …..mm].

Page Total carried to Summary of Bill No. 6

* Delete where not applicable

BQ6 - 104/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 6 - ROAD FURNITURE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

Warning and Regulatory Traffic Signs (Cont'd)

A R811.154 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 24 sign [size
…...mm x …..mm].

B R811.155 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 25 sign [size
…...mm x …..mm].

C R811.156 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 26 sign [size
…...mm x …..mm].

D R811.157 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 27a sign
[size …...mm x …..mm].

E R811.158 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 27b sign
[size …...mm x …..mm].

F R811.159 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 27c sign
[size …...mm x …..mm].

G R811.160 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 27d sign
[size …...mm x …..mm].

H R811.161 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 27e sign
[size …...mm x …..mm].

J R811.162 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 28a sign
[size …...mm x …..mm].

K R811.163 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 28b sign
[size …...mm x …..mm].

Page Total carried to Summary of Bill No. 6

* Delete where not applicable

BQ6 - 105/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 6 - ROAD FURNITURE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

Warning and Regulatory Traffic Signs (Cont'd)

A R811.164 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 29 sign [size
…...mm x …..mm].

B R811.165 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 30 sign [size
…...mm x …..mm].

C R811.166 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 31 sign [size
…...mm x …..mm].

D R811.167 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 32a sign
[size …...mm x …..mm].

E R811.168 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 32b sign
[size …...mm x …..mm].

F R811.169 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 33 sign [size
…...mm x …..mm].

G R811.170 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 34 sign [size
…...mm x …..mm].

H R811.171 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 35 sign [size
…...mm x …..mm].

J R811.172 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 36 sign [size
…...mm x …..mm].

K R811.173 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 37 sign [size
…...mm x …..mm].

Page Total carried to Summary of Bill No. 6

* Delete where not applicable

BQ6 - 106/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 6 - ROAD FURNITURE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

Warning and Regulatory Traffic Signs (Cont'd)

A R811.174 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 38a sign
[size …...mm x …..mm].

B R811.175 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 38b sign
[size …...mm x …..mm].

C R811.176 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 39a sign
[size …...mm x …..mm].

D R811.177 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 39b sign
[size …...mm x …..mm].

E R811.178 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 40 sign
[size …...mm x …..mm].

F R811.179 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 41 sign
[size …...mm x …..mm].

G R811.180 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 42 sign
[size …...mm x …..mm].

H R811.181 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 45 sign
[size …...mm x …..mm].

J R811.182 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 49 sign
[size …...mm x …..mm].

K R811.183 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 51 sign
[size …...mm x …..mm].

Page Total carried to Summary of Bill No. 6

* Delete where not applicable

BQ6 - 107/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 6 - ROAD FURNITURE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

Warning and Regulatory Traffic Signs (Cont'd)

A R811.184 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type WD 52 sign [size
…...mm x …..mm].

B R811.185 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type GI 1 sign [size
…...mm x …..mm].

C R811.186 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type GI 3 sign [size
…...mm x …..mm].

D R811.187 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type GI 4 sign [size
…...mm x …..mm].

E R811.188 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type GI 5 sign [size
…...mm x …..mm].

F R811.189 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type GI 6 sign [size
…...mm x …..mm].

G R811.190 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type GI 7 sign [size
…...mm x …..mm].

H R811.191 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type GI 8 sign [size
…...mm x …..mm].

J R811.192 Non-illuminated high intensity prismatic retro-reflective sheeting nr

mounted on aluminium composite sign plate for type GI 9 sign [size
…...mm x …..mm].

Page Total carried to Summary of Bill No. 6

* Delete where not applicable

BQ6 - 108/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 6 - ROAD FURNITURE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

TRAFFIC BARRIER

R843 Guardrails

A R843.1 Single mounted corrugated steel beam guardrail with post at 2m m

spacing inclusive of delineators. Rate to include bolts, nuts, posts, and
other ancillary work.

R843.2 Single mounted - Twin nesting corrugated steel beam guardrail with
post at 1.00 m spacing inclusive of delineators. Rate to include bolts,
nuts, posts, spot welding to bolts and nuts and other ancillary work.

B R843.3 Double mounted corrugated steel beam guardrail with post at 2m m

spacing inclusive of delineators. Rate to include bolts, nuts, posts, and
other ancillary work.

R843.4 Double mounted corrugated steel beam guardrail with 1.0m post
spacing inclusive of delineator.

Guardrails End

C R844.1 Guardrail end Type 2 . Rate to include bolts, nuts, posts, and other nr
ancillary work.

D R844.2 Guardrail end Type 3. Rate to include bolts, nuts, posts, and other nr
ancillary work.

E R844.3 Guardrail end Type 4. Rate to include bolts, nuts, posts, and other nr
ancillary work.

R841 New Jersey Barrier

F R841.1 Precast concrete New Jersey barrier as shown in Drawings m

G R841.2 Cast in situ concrete New Jersey barrier as shown in Drawings m

H Wire rope as per specification m

R856 Noise Barrier

J R856.1 [Polycarbonate noise barrier [….m] height. Rate to include supply, m

fabrication, installation, bolts, nuts, posts, and other ancillary work and
maintenance.

K R856.2 Concrete block noise barrier [….m] height. Rate to include supply, m
fabrication, installation, bolts, nuts, posts, and other ancillary work and
maintenance.

Page Total carried to Summary of Bill No. 6

* Delete where not applicable

BQ6 - 109/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 6 - ROAD FURNITURE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

PAVEMENT MARKINGS

Hot-applied reflectorised thermoplastic road markings.

Pavement markings shall generally be hot-applied reflectorised

thermoplastic and in accordance with the latest version of
Standard Specification for Road Works: Section 6: Road Furniture
(Road Markings)

A R823.1 Type 1 [continuity line]: 150mm wide intermittent line with 1000mm line m
and 1000mm gap.

B R823.2 Type 1 [continuity line]: 200mm wide intermittent continuity line with m
1000mm line and 1000mm gap.

C R823.3 Type 2 [give way line]: 200mm wide intermittent line with 300mm line m
and 300mm gap.

D R823.4 Type 3 [centre/lane line (urban area)]: 100mm wide intermittent line m
with 1000mm line and 1700mm gap.

E R823.5 Type 4 [centre/lane line (rural area)]:100mm wide intermittent line with m
4500mm line and 7500mm gap.

F R823.6 Type 5 [centre/lane line (rural area)] : 100mm wide intermittent line with m
2700mm line and 4500mm gap.

G R822.1 Type 6 [edge line]: 150mm wide continous line. m

H R822.2 Type 7 [stop line]: 300mm wide continous line. m

J R822.3 Type 8 [stop line with pedestrian crossing]: 300mm wide continous line. m

K R822.4 Type 10 [double line]: 100mm wide continous double line. m

L R823.7 Type 11 [climbing lane line]: 100mm wide intermittent double line with m
2700mm line and 4500mm gap.

M R823.8 Type 12 [bus stop line]: 100mm wide intermittent line with 900mm line m
and 900mm gap.

Page Total carried to Summary of Bill No. 6

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BQ6 - 110/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 6 - ROAD FURNITURE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

PAVEMENT MARKINGS (Cont'd)

A R823.9 Type 13 [turn line]:100mm wide intermittent double line with 600mm m
line and 600mm gap.

B R824.1 Chevron marking for cross hatching m2

C R824.2 Chevron marking for diverging traffic. m2

D R824.3 Chevron marking for merging traffic. m2

E R829.1 Type 14 [Yellow box marking] m2

F R829.2 Type 9 [Pedestrian zebra crossing]. m2

G R829.3 Raised Rib Thermoplastic as shown in Drawings m2

Tranverse Bar

H R829.4 3mm thick of transverse bar as shown in Drawings m2

J R829.5 5mm thick of transverse bar as shown in Drawings m2

K R829.6 7mm thick of transverse bar as shown in Drawings m2

Direction arrow and pavement marking for roads.

L R821.1 Single straight directional arrow nr

M R821.2 Single turning directional arrow nr

N R821.3 Double headed directional arrow nr

P R821.4 Letter and shapes pavement marking m2

Page Total carried to Summary of Bill No. 6

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** Designer to decide which is applicable
 PROJECT :

BILL NO. 6 - ROAD FURNITURE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

MILD STEEL RAILING

Rate for steel railing shall be deemed to include supply and

installation and others ancillary work.

A R845.1 Pedestrian barrier of Type 1 as shown in Drawings m

B R845.2 Pedestrian barrier of Type 2 as shown in Drawings m

C R845.3 Pedestrian barrier of Type 3 as shown in Drawings m

INTERLOCKING PAVING BLOCK FOR FOOTPATH

Rate for interlocking paving block shall be deemed to include

base preparation, joints, and cutting.

D R661 Precast interlocking concrete block of [….mm x ….mm x ….mm] thick m2

as shown in Drawing No. (………..…...) inclusive of compacted sand
layer and other accessories.

R700 KERBS, CHANNEL, AND EDGINGS

Rate for kerbs, channels, and edgings shall be deemed to include

beds, backings, reinforcement, joints, and cutting.

E R720.1 In situ concrete kerbs, Type SM1 as shown in Drawing m

F R720.2 In situ concrete kerbs, Type SM2 as shown in Drawing m

G R720.3 In situ concrete kerbs, Type B1 as shown in Drawing m

H R720.4 In situ concrete kerbs, Type B2 as shown in Drawing m

J R720.5 In situ concrete kerbs, Type M1 as shown in Drawing m

K R720.6 In situ concrete kerbs, Type M2 as shown in Drawing m

L R730 Concrete edgings of [….mm x ….mm high]. m

Page Total carried to Summary of Bill No. 6

* Delete where not applicable

BQ6 - 112/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 6 - ROAD FURNITURE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

R700 KERBS, CHANNEL, AND EDGINGS (Cont'd)

A R710.1 Precast concrete kerbs, Type SM1 as shown in Drawing m

B R710.2 Precast concrete kerbs, Type SM2 as shown in Drawing m

C R710.3 Precast concrete kerbs, Type B1 as shown in Drawing m

D R710.4 Precast concrete kerbs, Type B2 as shown in Drawing m

E R710.5 Precast concrete kerbs, Type M1 as shown in Drawing m

F R710.6 Precast concrete kerbs, Type M2 as shown in Drawing m

G R740 Concrete channels, as shown in Drawing m

DELINEATORS

Chevron Delineator

H R831.1 Non-illuminated high intensity prismatic retro-reflective sheeting nr

chevron delineators mounted on aluminium alloy sign plate as shown in
the Drawing

J R831.2 Non-illuminated high intensity prismatic retro-reflective sheeting nr

chevron delineators mounted on aluminium composite sign plate as
shown in the Drawing

K R832 Delineator posts as shown in Drawing nr

L R833 Retroreflective roadstud as per Drawing nr

MISCELLANEOUS

M R857 Right of way (ROW) marker as shown in Drawing nr

N R859.1 Route marker inclusive post as shown in Drawing nr

P R854 Hectometre marker inclusive of post as shown in the Drawing nr

Q R859.2 Flexible post as shown in the Drawing nr

Page Total carried to Summary of Bill No. 6

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BQ6 - 113/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 6 - ROAD FURNITURE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

MISCELLANEOUS (Cont'd)

A R855 Anti-glare screen of [….m] height using corrugated sections. m

Kilometre post

B R853.1 Kilometre post, [Type A]. nr

C R853.2 Kilometre post, [Type B]. nr

D R851 Crash cushion as per Specification nr

Page Total carried to Summary of Bill No. 6

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BQ6 - 114/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 6 - ROAD FURNITURE

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

Summary of Bill No. 6 : Road Furniture

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Total of Bill No. 6 carried to Summary of Tender

* Delete where not applicable

BQ6 - 115/313
** Designer to decide which is applicable
 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

GROUND TREATMENT

GROUND TREATMENT :
SOFT GROUND REPLACEMENT / STABILITY

The following items shall include of supply and lay

geotextile and PVD, filling and compact suitable
material/sand layer.
*** Embankment fill refer to BQ3 - Earthwork ***

Removal of Unsuitable Material and/or Soft Soil Layer

A F135 Remove unsuitable material and/or soft soil as shown on the m3

Drawing No. (….) or as directed by the S.O. to disposal site
approved by the S.O., max. depth [3.0 m].

Geotextile.

Item for geotextile shall be deemed to include cost of storage

at site with neccessary protection against exposure to direct
sun.

B G570.1 Non-woven geotextile [Type NW13 with minimum design strength m2

of 13 kN/m] as separator as per Specification.

C G570.2 Woven geotextile with minimum design strength of [200/50 kN/m] m2

as soil reinforcement as per Specification.

D F410.3 Woven geotextile with minimum design strength of (….. kN/m) as m2

soil reinforcement as per Specification.

Replacement of Unsuitable Material and/or Soft Soil.

Items for filling shall include filling earth in layers,

compaction, and additional filling necessitated by settlement
or penetration into underlying material as applicable.

E F331 Using suitable excavated material to grading limits as per m3

Specification to replace unsuitable material.

F F332 Imported suitable material from Contractor's own source with m3

grading limits as per Specification to replace unsuitable material.

G F334.1 [River sand] as per Specification to replace unsuitable material. m3

H F334.2 [Mining sand] as per Specification to replace unsuitable material. m3

I F334.3 [Granular material] as per Specification to replace unsuitable m3

material.

Page Total Carried to Summary of Bill No. 7

* Designer to decide which is applicable Page BQ7 - 116/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

GROUND TREATMENT :
PREFABRICATED VERTICAL DRAINS

The following items shall include of supply and lay

geotextile and PVD, filling and compact suitable
material/sand layer.
*** Embankment fill refer to BQ3 - Earthwork ***

Plant and Equipment.

A G110 Provision of all necessary plant and equipment, transportation to sum

the Site, assembling, and removal off from Site after completion
of operation.

B G120 Moving and handling all necessary plant and equipment within sum
the Site and from location to location as often as is, and
whenever necessary for execution of whole operation.

Geotextile.

Item for geotextile shall be deemed to include cost of storage

at site with neccessary protection against exposure to direct
sun.

C G570.1 Non-woven geotextile [Type NW13 with minimum design strength m2

of 13 kN/m] as separator as per Specification.

D G570.2 Woven geotextile with minimum design strength of [200/50 kN/m] m2

as soil reinforcement as per Specification.

E G570.3 Woven geotextile with minimum design strength of (….. kN/m) as m2

soil reinforcement as per Specification.

Page Total Carried to Summary of Bill No. 7

* Designer to decide which is applicable Page BQ7 - 117/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

GROUND TREATMENT :
PREFABRICATED VERTICAL DRAINS… Cont.

Replacement of Unsuitable Material.

Items for filling shall include filling earth in layers,

compaction, and additional filling necessitated by settlement
or penetration into underlying material as applicable.

A F331 Using suitable excavated material to grading limits as per m3

Specification to replace unsuitable material.

B F332 Imported suitable material from Contractor's own source with m3

grading limits as per Specification to replace unsuitable material.

C F334.1 [River sand] as per Specification to replace unsuitable material. m3

D F334.2 [Mining sand] as per Specification to replace unsuitable material. m3

E F334.3 [Granular material] as per Specification to replace unsuitable m3

material.

Pre-boring.

F H273 Pre-boring, [6.0m] depth. Rate to include backfilling. m

Prefabricated Vertical Drains.

G G510 [100mm x 3mm] prefabricated vertical drains as per Specification. m

Drainage Blanket.

Item for sub-surface drains (drainage blanket) shall be

deemed to include filter fabric, lining, and filter material.

H Q330.1 [500mm] thick [river sand] as drainage blanket as per m2

Specification.

I Q330.2 [500mm] thick [mining sand] as drainage blanket as per m2

Specification.

Page Total Carried to Summary of Bill No. 7

* Designer to decide which is applicable Page BQ7 - 118/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

GROUND TREATMENT :
SURCHARGE / PRE-LOADING

Surcharge/Pre-loading Material.

Items for filling shall include compaction, and additional

filling necessitated by settlement or penetration into
underlying material as applicable.

A F321 Suitable excavated material as per Specification to form m3

surcharge/pre-loading including formation of benches.

B F322 Imported suitable material from Contactor's own source as per m3

Specification to form surcharge/pre-loading including formation of
benches.

C F324 [Granular material] as per Specification to form surcharge/pre- m3

loading including formation of benches.

D C222 Temporary movable precast reinforced concrete barrier to retain nr

surcharge material.

E C224 Temporary sand bag to retain surcharge material. m3

Removal of Surcharge Material.

Excavation in cut shall be deemed to include trimming and

preparation of excavated surface and transportation from
source to place of fill or disposal.

F F121 Earth material to formation level to re-use as approved by the m3

S.O.

G F129 [Granular material] to formation level to re-use as approved by m3

the S.O.

H F131 Earth material to formation level and sent to disposal site m3

approved by the S.O.

I F139 [Granular material] to formation level and sent to disposal site m3

approved by the S.O.

Page Total Carried to Summary of Bill No. 7

* Designer to decide which is applicable Page BQ7 - 119/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

GROUND TREATMENT :
PILED EMBANKMENT

Plant and Equipment.

A H110 Provision of all necessary plant and equipment, transportation to sum

the Site, assembling, and removal off the Site after completion of
operation.

B H120 Moving and handling of handling all plant and equipment within sum
the Site and from location to location as often as is, and
whenever necessary for execution of whole operation.

C H130 Temporary staging [for piling work at the banks of Sg. (.….)] sum

Precast Reinforced Concrete Piles

[200mm] Grade C35/45 square precast reinforced concrete

piles with a working load of [ 800kN ].

Items for piling work shall be deemed to include piling

records and disposal of excavated and surplus materials.

D H261.1 Supply initial piles with (....type of shoes...) of [3.0m / 6.0m / 9.0m nr
/ 12.0m] length.

E H261.2 Supply extension piles of [3.0m / 6.0m / 9.0m / 12.0m] length. nr

F H262.1 Depth driven vertical. m

G H262.2 Depth driven vertical using jack-in method. m

H H263 Pre-boring, [6.0m] depth. Rate to include backfilling between the m

pile and the bore.

I H264 Jointing with [butt weld all round]. nr

J H266 Cut-off piles. nr

K H267 Preparing heads. nr

Page Total Carried to Summary of Bill No. 7

* Designer to decide which is applicable Page BQ7 - 120/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

GROUND TREATMENT :
PILED EMBANKMENT… Cont.

Precast Prestressed Concrete Piles

[300mm] diameter spun piles with a working load of

[ 800kN ].

Items for piling work shall be deemed to include piling

records and disposal of excavated and surplus materials.

A H271.1 Supply initial piles with (....type of shoes...) of [3.0m / 6.0m / 9.0m nr
/ 12.0m*] length.

B H271.2 Supply extension piles of [3.0m / 6.0m / 9.0m / 12.0m*] length. nr

C H272.1 Depth driven vertical. m

D H272.2 Depth driven vertical using jack-in method. m

E H273 Pre-boring, [6.0m] depth. Rate to include backfilling between the m

pile and the bore.

F H274 Jointing with [butt weld all round]. nr

G H276 Cut-off piles. nr

H H277 Preparing heads. nr

Pile Tests.

I H510.1 Initial static load test on [200mm square precast reinforced nr

concrete] pile up two times working load of [400kN]. (Test load of
[800kN])

J H510.2 Subsequent static load test on [200mm square precast reinforced nr

concrete] pile up two times working load of [400kN]. (Test load of
[800kN])

K H510.3 Static load test on preliminary [200mm square precast reinforced nr

concrete] pile to failure. (Test load of (….kN))

L H520 Pile Dynamic Analyser (PDA) test on [200mm square precast nr

reinforced concrete] pile.

Page Total Carried to Summary of Bill No. 7

* Designer to decide which is applicable Page BQ7 - 121/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

GROUND TREATMENT :
PILED EMBANKMENT… Cont.

Reinforced Concrete Slab.

Items for reinforced concrete slab shall be deemed to

include preparation of surfaces, multiple handling, disposal
of surplus excavated material, upholding of sides
excavation, additional excavation to provide working space,
backfilling, removal of dead services and reinstatement of
original surface unless covered by separate items.

[300mm] thick reinforced concrete slab with high tensile bars

with nominal diameter [10mm].

[300mm] thick reinforced concrete slab with 2 layers high

tensile steel fabric [(A393 : A10)].

Formwork.

Rate for formwork shall be deemed to include the projections

and intrusions and any temporary staging required.

A I511 Sides formwork F1 - rough finish to ground slab. m2

Reinforcement.

Rate for reinforcement shall be deemed to include labour for

cutting, bending, and placing.

B I623 High tensile bars with nominal diameter 10mm (T10). t

C I624 High tensile bars with nominal diameter 12mm (T12). t

D I666 2 layers high tensile steel fabric - nominal mass, 6-7 kg/m2 m2
(A393 : A10).

E I668 2 layers high tensile steel fabric - nominal mass, 8-9 kg/m2 m2
(A565 : A12).

Page Total Carried to Summary of Bill No. 7

* Designer to decide which is applicable Page BQ7 - 122/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

GROUND TREATMENT :
PILED EMBANKMENT… Cont.

In-situ Concrete Design Mix.

Rate for in-situ concrete designed mix shall be deemed to

include placing and compaction of concrete.

A I111 Grade C12/15 - Blinding mass concrete, [50mm] thick to ground m2

slab.

B I142 Grade [C25/30] - Reinforced concrete, [300mm] thick to ground m3

slab.

Joints

Rate for joints shall be deemed to include formwork.

C I713 [250mm] wide expansion joint. m

D I716 Dowels - plain, [25mm dia. X 300mm long] steel bars at [600mm] nr
centres plane.

Page Total Carried to Summary of Bill No. 7

* Designer to decide which is applicable Page BQ7 - 123/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

GROUND TREATMENT :
[ SAND COLUMN / AGGREGATE COLUMN / STONE COLUMN
/ CEMENT COLUMN / CHEMICAL COLUMN / GEOPIERS *]

Plant and Equipment.

A G110 Provision of all necessary plant and equipment, transportation to sum

the Site, assembling, and removal off the Site after completion of
operation.

B G120 Moving and handling all necessary plant and equipment within sum
the Site and from location to location as often as is and whenever
necessary for execution of whole operation.

Geotextile.

Item for geotextile shall be deemed to include cost of storage

at site with neccessary protection against exposure to direct
sun.

C G570.1 Non-woven geotextile [Type NW13 with minimum design strength m2

of 13 kN/m] as separator as per Specification.

D G570.2 Woven geotextile with minimum design strength of [200/50 kN/m] m2

as soil reinforcement as per Specification.

E G570.3 Woven geotextile with minimum design strength of (….. kN/m) as m2

soil reinforcement as per Specification.

[Sand Column / Aggregate Column / Stone Column / Cement

Column / Chemical Column / Geopiers*]

F G540 [1000mm] diameter sand column as per Specification. m

G G550.1 [1000mm] diameter aggregate column as per Specification. m

H G550.2 [1000mm] diameter stone column as per Specification. m

I G560 [1000mm] diameter cement column as per Specification. m

J G590.1 [1000mm] diameter chemical column as per Specification. m

K G590.2 [1000mm] diameter geopiers as per Specification. m

* Designer to decide which is applicable Page BQ7 - 124/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)
Page Total Carried to Summary of Bill No. 7

GROUND TREATMENT :
[ SAND COLUMN / AGGREGATE COLUMN / STONE COLUMN
/ CEMENT COLUMN / CHEMICAL COLUMN / GEOPIERS *]…
Cont.

Replacement.

Items for filling shall include compaction, and additional

filling necessitated by settlement or penetration into
underlying material as applicable.

A F334.1 [River sand] as per Specification to form drainage layer to m3

embankment.

B F334.2 [Mining sand] as per Specification to form drainage layer to m3

embankment.

C F334.3 [Granular material] as per Specification to form drainage layer to m3

embankment.

Drainage Blanket.

Item for sub-surface drains (drainage blanket) shall be

deemed to include filter fabric, lining, and filter material.

D Q330 [500mm] thick [river sand] as drainage blanket as per m2

Specification.

E Q330 [500mm] thick [mining sand] as drainage blanket as per m2

Specification.

Testing.

F H510.1 Initial static load test on (….mm) diameter [sand column / nr

aggregate column / stone column / cement column / chemical
columns / geopiers*] to maximum test load. (Test load of (….kN)).

G H510.2 Subsequent static load test on (….mm) diameter [sand column / nr

aggregate column / stone column / cement column / chemical
columns / geopiers*] to maximum test load. (Test load of (….kN)).

H H510.3 Initial static load test on group columns (4 nos. per group) for nr
(….mm) diameter [sand column / aggregate column / stone
column / cement column / chemical columns / geopiers*] to
maximum test load. (Test load of (.…kN))

I H510.4 Subsequent static load test on group columns (4 nos. per group) nr
for (….mm) diameter [sand column / aggregate column / stone
column / cement column / chemical columns / geopiers*] to
maximum test load. (Test load of (.…kN))

* Designer to decide which is applicable Page BQ7 - 125/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)
Page Total Carried to Summary of Bill No. 7

GROUND TREATMENT :
DYNAMIC REPLACEMENT (DR)

Plant and Equipment (For DR and Testing)

A G110 Provision of all necessary plant and equipment, transportation to sum

the Site, assembling, and removal off the Site after completion of
operation.

B G120 Moving and handling all necessary plant and equipment within sum
the Site and from location to location as often as is and whenever
necessary for execution of whole operation.

Filling to Form Working Platform.

Items for filling shall include compaction, and additional

filling necessitated by settlement or penetration into
underlying material as applicable.

C F314.1 [River sand] as per Specification to form working platform. m3

D F314.2 [Mining sand] as per Specification to form working platform. m3

E F314.3 [Granular material] as per Specification to form working platform. m3

Dynamic Replacement (DR)

F G520 Dynamic replacement (DR) using [20 tonnes] drop hammer / nr

pounder with [5] drops from a height of [15.0m] to form DR pillars.

G F334.1 [River sand] as per Specification to fill in DR pillars. m3

H F334.2 [Mining sand] as per Specification to fill in DR pillars. m3

I F334.3 [Granular material] as per Specification to fill in DR pillars. m3

Geotextile.

Item for geotextile shall be deemed to include cost of storage

at site with neccessary protection against exposure to direct
sun.

J G570.1 Non-woven geotextile [Type NW13 with minimum design strength m2

of 13 kN/m] as separator as per Specification.

K G570.2 Woven geotextile with minimum design strength of [200/50 kN/m] m2

as soil reinforcement as per Specification.

* Designer to decide which is applicable Page BQ7 - 126/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

GROUND TREATMENT :
DYNAMIC REPLACEMENT (DR)… Cont.

Drainage Blanket.

Item for sub-surface drains (drainage blanket) shall be

deemed to include filter fabric, lining, and filter material.

A Q330.1 [1000mm] thick [river sand] as drainage blanket as per m2

Specification.

B Q330.2 [1000mm] thick [mining sand] as drainage blanket as per m2

Specification.

Testing.

C D322 Cone Penetration Test - Piezocone, as per Specification to

depth:-

a) Not exceeding 10.0m m

b) Exceeding 10.0m but not exceeding 20.0m m

c) Exceeding 10.0m but not exceeding 30.0m m

d) Exceeding 30.0m but not exceeding 40.0m m

e) Exceeding 40.0m but not exceeding 50.0m m

f) Exceeding 50.0m m

D D253 Pressure meter test - [Preboring Pressuremeter Type GC by nr

using Menard Pressuremeter Probe.]

E D321 Dutch-Cone Static Penetration Test with a friction sleeve nr

penetrometer

F D450.1 Plate bearing [300mm square plate, test pressure 250kPa with nr
range from uploading and downloading cycle] as per
Specification - on DR pillars

G D450.2 Plate bearing [300mm square plate, test pressure 250kPa with nr
range from uploading and downloading cycle] as per
Specification - between DR pillars

* Designer to decide which is applicable Page BQ7 - 127/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

GROUND TREATMENT :
DYNAMIC COMPACTION (DC)

Plant and Equipment (For DC and Testing)

A G110 Provision of all necessary plant and equipment, transportation to sum

the Site, assembling, and removal off the Site after completion of
operation.

B G120 Moving and handling all necessary plant and equipment within sum
the Site and from location to location as often as is and whenever
necessary for execution of whole operation.

Filling to Form Working Platform.

Items for filling shall include compaction, and additional

filling necessitated by settlement or penetration into
underlying material as applicable.

C F314.1 [River sand] as per Specification to form working platform. m3

D F314.2 [Mining sand] as per Specification to form working platform. m3

E F314.3 [Granular material] as per Specification to form working platform. m3

Dynamic Compaction (DC)

F G520 Dynamic compaction (DC) using [20 tonnes] drop hammer / nr

pounder with [5] drops from a height of [15.0m] to form DR pillars.

G F334.1 [River sand] as per Specification to fill in DC pillars. m3

H F334.2 [Mining sand] as per Specification to fill in DC pillars. m3

I F334.3 [Granular material] as per Specification to fill in DC pillars. m3

Geotextile.

Item for geotextile shall be deemed to include cost of storage

at site with neccessary protection against exposure to direct
sun.

J G570 Non-woven geotextile [Type NW13 with minimum design strength m2

of 13 kN/m] as separator as per Specification.

K G570.2 Woven geotextile with minimum design strength of [200/50 kN/m] m2

as soil reinforcement as per Specification.

* Designer to decide which is applicable Page BQ7 - 128/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

GROUND TREATMENT :
DYNAMIC COMPACTION (DC)… Cont.

Drainage Blanket.

Item for sub-surface drains (drainage blanket) shall be

deemed to include filter fabric, lining, and filter material.

A Q330.1 [1000mm] thick [river sand] as drainage blanket as per m2

Specification.

B Q330.2 [1000mm] thick [mining sand] as drainage blanket as per m2

Specification.

Testing.

C D322 Cone Penetration Test - Piezocone, as per Specification to

depth:-

a) Not exceeding 10.0m m

b) Exceeding 10.0m but not exceeding 20.0m m

c) Exceeding 10.0m but not exceeding 30.0m m

d) Exceeding 30.0m but not exceeding 40.0m m

e) Exceeding 40.0m but not exceeding 50.0m m

f) Exceeding 50.0m m

D D253 Pressure meter test - [Preboring Pressuremeter Type GC by nr

using Menard Pressuremeter Probe.]

E D321 Dutch-Cone Static Penetration Test with a friction sleeve nr

penetrometer

F D450.1 Plate bearing [300mm square plate, test pressure 250kPa with nr
range from uploading and downloading cycle] as per
Specification - on DC pillars

G D450.2 Plate bearing [300mm square plate, test pressure 250kPa with nr
range from uploading and downloading cycle] as per
Specification - between DC pillars

* Designer to decide which is applicable Page BQ7 - 129/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

INSTRUMENTATION & MONITORING :

GOTECHNICAL INSTRUMENTATION

Items for geotechnical instrumentation shall be deemed to

include taking precaution to avoid damage, special care
during filling and compaction, maintenance and
repair/replace of damaged instrumentations and set up
temporary bench mark stations unless covered by separate
items.

INSTRUMENTATION & MONITORING :

VERTICAL SETTLEMENT.

Settlement Marker.

A G830 Settlement marker as per Specification and as shown in the nr

Drawing no. (….).

Settlement Gauge / Plate.

B G840 Settlement gauge / plate as per Specification and as shown in the nr

Drawing no. (….).

INSTRUMENTATION & MONITORING :

LATERAL MOVEMENT.

Inclinometer.

Item for inclinometer shall be deemed to include pre-boring

and installation.

C G820 Inclinometer as per Specification and as shown in the Drawing

no. (….) with :-

a) Depth of installation not exceeding 10.0m. nr

b) Depth of installation exceeding 10.0m but not exceeding nr

20.0m.

c) Depth of installation exceeding 20.0m but not exceeding nr

30.0m.

d) Depth of installation exceeding 30.0m. nr

* Designer to decide which is applicable Page BQ7 - 130/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

INSTRUMENTATION & MONITORING :

GOTECHNICAL INSTRUMENTATION… Cont.

Items for geotechnical instrumentation shall be deemed to

include taking precaution to avoid damage, special care
during filling and compaction, maintenance and
repair/replace of damaged instrumentations and set up
temporary bench mark stations unless covered by separate
items.

INSTRUMENTATION & MONITORING :

PORE WATER PRESSURE.

Piezometer.

Item for piezometer shall be deemed to include pre-boring

and installation.

A G810 Piezometer as per Specification and as shown in the Drawing no.

(….) with :-

a) Depth of installation not exceeding 10.0m. nr

b) Depth of installation exceeding 10.0m but not exceeding nr

20.0m.

c) Depth of installation exceeding 20.0m but not exceeding nr

30.0m.

d) Depth of installation exceeding 30.0m. nr

INSTRUMENTATION & MONITORING :

TEMPORARY BENCHMARK (TBM) AT SOFT GROUND AREA.

Deep Levelling Datum.

Item for deep levelling datum shall be deemed to include pre-

boring and installation.

B G870 Deep levelling datum as per Specification and as shown in the

Drawing no. (….) with :-

a) Depth of installation not exceeding 10.0m. nr

b) Depth of installation exceeding 10.0m but not exceeding nr

20.0m.

c) Depth of installation exceeding 20.0m but not exceeding nr

30.0m.

d) Depth of installation exceeding 30.0m. nr

* Designer to decide which is applicable Page BQ7 - 131/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

INSTRUMENTATION & MONITORING :

GOTECHNICAL INSTRUMENTATION… Cont.

Items for geotechnical instrumentation shall be deemed to

include taking precaution to avoid damage, special care
during filling and compaction, maintenance and
repair/replace of damaged instrumentations and set up
temporary bench mark stations unless covered by separate
items.

INSTRUMENTATION & MONITORING :

MONITORING AND REPORTS.

A G880 Monitoring of instrument for the above instrument at the project nr

site by [Qualified Personnel] as per Specification. Rate to include
preparation of monitoring report inclusive of analyse, findings and
recommendation to be submitted on a [monthly] basis.

* Designer to decide which is applicable Page BQ7 - 132/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

SLOPE STABILISATION

SLOPE STABILISATION : SOIL NAILING

Plant and Equipment.

A G110 Provision of all necessary plant and equipment, transportation to sum

the Site, assembling, and removal off the Site after completion of
operation.

B G120 Moving and handling all necessary plant and equipment within sum
the Site and from location to location as often as is, and
whenever necessary for execution of whole operation.

C G130 Temporary staging on slope. sum

Soil Nailing.

Items for soil nailing shall be deemed to include drilling of

borehole, corrugated HDPE pipe if applicable, sleeve
grouting, sealant compound, galvanised steel bearing plate
and all associated works.

D G311 [100mm] dia. soil nail with [T25] reinforcement bar as per
Specification and as shown in the Drawing no. (….) :-

a) 6.0m long nr

b) 9.0m long nr

c) 12.0m long nr

d) Exceeding 12.0m but not exceeding 18.0m long (….m long). nr

To include coupling.

Pull-out Test.

Pull out test on soil nail, rate to include all necessary

equipment and submission of procedure, records, and
report.

E G312.1 Pull-out test on the soil nail to [1.5] times the working load of nr
[50kN]. (Test load of [75kN])

F G312.2 Pull-out test on the soil nail to [1.5] times the working load of nr
[75kN]. (Test load of [112.5kN])

G G312.3 Pull-out test on the soil nail to [1.5] times the working load of nr
[100kN]. (Test load of [150kN])

H G312.4 Pull-out test on the soil nail to failure. (Test load of (…kN)) nr

* Designer to decide which is applicable Page BQ7 - 133/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

SLOPE STABILISATION : SOIL NAILING… Cont.

Horizontal Drain.

Rate for horizontal drain shall be deemed to include drilling,

perforated pipe and all associated works.

A G351 [100mm] diameter UPVC horizontal drain as shown in the

Drawing No. (….) in earth :-

a) 9.0m long m

b) 12.0m long m

c) (….m) long m

B G353 [100mm] diameter UPVC horizontal drain as shown in the

Drawing No. (….) in rock :-

a) 9.0m long m

b) 12.0m long m

c) (….m) long m

Concrete Channel.

C R740 U-shape concrete channels; Grade [C20] reinforced concrete with m

[1] layer high tensile steel fabric - nominal mesh, [2-3 kg/m2
(A142 : A6)]; [225mm] wide x [112.5mm] deep x [75mm] thick as
shown in Drawing No. (….)

Surface Protection - Guniting.

Items for guniting shall be deemed to include steel wire

mesh, PVC drain pipe, dowel bar, filter materials, and all
necessary formwork.

D G410.1 [100mm] thick Grade C20/25 sprayed concrete for guniting as per m2
Specification with [1] layer high tensile steel fabric - nominal
mass, [6-7 kg/m2 (A393 : A10)] as shown in Drawing No. (….)

E G410.2 [100mm] thick Grade C20/25 sprayed concrete for guniting as per m2
Specification with [2] layers high tensile steel fabric - nominal
mass, [6-7 kg/m2 (A393 : A10)] as shown in Drawing No. (….)

Surface Protection - Rockfall Netting.

Items for rockfall netting shall be deemed to include all

necessary accessories.

F G430.1 Rockfall netting with [PVC-coated heavily galvanized steel wire] m2

gauge size of [2.7mm] as per Specification. Rate to include all
necessary accessories.

* Designer to decide which is applicable Page BQ7 - 134/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

Surface Protection - Rockfall Netting… Cont

Items for rockfall netting shall be deemed to include all

necessary accessories.

A G430.2 Rockfall netting with [heavily galvanized steel wire] gauge size of m2
[2.7mm] as per Specification. Rate to include all necessary
accessories.

SLOPE STABILISATION : HORIZONTAL DRAINS

Plant and Equipment.

B G110 Provision of all necessary plant and equipment, transportation to sum

the Site, assembling, and removal off the Site after completion of
operation.

C G120 Moving and handling all necessary plant and equipment within sum
the Site and from location to location as often as is, and
whenever necessary for execution of whole operation.

D G130 Temporary staging on slope. sum

Horizontal Drain.

Rate for horizontal drain shall be deemed to include drilling,

perforated pipe and all associated works.

E G351 [100mm] diameter UPVC horizontal drain as shown in the

Drawing No. (….) in earth :-

a) 9.0m long m

b) 12.0m long m

c) (….m) long m

F G353 [100mm] diameter UPVC horizontal drain as shown in the

Drawing No. (….) in rock :-

a) 9.0m long m

b) 12.0m long m

c) (….m) long m

Concrete Channel.

G R740 U-shape concrete channels; Grade [C20] reinforced concrete with m

[1] layer high tensile steel fabric - nominal mesh, [2-3 kg/m2
(A142 : A6)]; [225mm] wide x [112.5mm] deep x [75mm] thick as
shown in Drawing No. (….)

* Designer to decide which is applicable Page BQ7 - 135/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

SLOPE STABILISATION : HORIZONTAL DRAINS… Cont.

Surface Protection - Guniting.

Items for guniting shall be deemed to include steel wire

mesh, PVC drain pipe, dowel bar, filter materials, and all
necessary formwork.

A G410.1 [100mm] thick Grade C20/25 sprayed concrete for guniting as per m2
Specification with [1] layer high tensile steel fabric - nominal
mass, [6-7 kg/m2 (A393 : A10)] as shown in Drawing No. (….)

B G410.2 [100mm] thick Grade C20/25 sprayed concrete for guniting as per m2
Specification with [2] layers high tensile steel fabric - nominal
mass, [6-7 kg/m2 (A393 : A10)] as shown in Drawing No. (….)

Surface Protection - Rockfall Netting.

Items for rockfall netting shall be deemed to include all

necessary accessories.

C G430.1 Rockfall netting with [PVC-coated heavily galvanized steel wire] m2

gauge size of [2.7mm] as per Specification. Rate to include all
necessary accessories.

D G430.2 Rockfall netting with [heavily galvanized steel wire] gauge size of m2
[2.7mm] as per Specification. Rate to include all necessary
accessories.

* Designer to decide which is applicable Page BQ7 - 136/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

SLOPE STABILISATION : ROCK BOLT

Plant and Equipment.

A G110 Provision of all necessary plant and equipment, transportation to sum

the Site, assembling, and removal off the Site after completion of
operation.

B G120 Moving and handling all necessary plant and equipment within sum
the Site and from location to location as often as is, and
whenever necessary for execution of whole operation.

C G130 Temporary staging on slope. sum

Rock Bolt.

Items for rock bolt shall be deemed to include drilling of

borehole, reinforcement bar, reinforced concrete pad, sleeve
grouting, sealant compound and all associated works.

D G321 (...Type…) with [T32] bolt as shown in the Drawing No. (….) :-

a) [2.0m] long nr

b) [4.0m] long nr

c) [6.0m] long nr

d) Exceeding 6.0m long but not exceeding 9.0m long. (….m long) nr

Testing.

E G322 Pull out test / Proof test on rock bolt as specified, including all nr
necessary equipment and submission of procedure, records, and
report.

* Designer to decide which is applicable Page BQ7 - 137/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

SLOPE STABILISATION : ROCK DOWEL

Plant and Equipment.

A G110 Provision of all necessary plant and equipment, transportation to sum

the Site, assembling, and removal off the Site after completion of
operation.

B G120 Moving and handling all necessary plant and equipment within sum
the Site and from location to location as often as is, and
whenever necessary for execution of whole operation.

C G130 Temporary staging on slope. sum

Rock Dowel.

Rate for rock dowel shall be deemed to include drilling of

borehole, reinforcement bar, reinforced concrete pad, sleeve
grouting, sealant compound and all associated works.

D G321 (...Type…) with [T32] dowel as shown in the Drawing No. (….) :-

a) [2.0m] long nr

b) [4.0m] long nr

c) [6.0m] long nr

d) Exceeding 6.0m long but not exceeding 9.0m long. (….m long) nr

Testing.

E G322 Pull out test / Proof test on rock bolt as specified, including all nr
necessary equipment and submission of procedure, records, and
report.

* Designer to decide which is applicable Page BQ7 - 138/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

SLOPE STABILISATION : GROUND ANCHORAGE

Plant and Equipment.

A G110 Provision of all necessary plant and equipment, transportation to sum

the Site, assembling, and removal off the Site after completion of
operation.

B G120 Moving and handling all necessary plant and equipment within sum
the Site and from location to location as often as is, and
whenever necessary for execution of whole operation.

C G130 Temporary staging on slope. sum

Ground Anchorage.

Rate for ground anchor shall be deemed to include to

include prestressed tendons, drilling, and grouting,
concreting and all associated works.

D G331 (...kN) ground anchor as shown in the Drawing No. (….) in earth. m

E G333 (...kN) ground anchor as shown in the Drawing No. (….) in rock. m

Testing.

F G334 Pull out test / Proving test on ground anchor as per Specification, nr
including all necessary equipment and submission of procedure,
records, and report.

* Designer to decide which is applicable Page BQ7 - 139/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

SLOPE STABILISATION : CONCRETE BUTTRESS

Plant and Equipment.

A G110 Provision of all necessary plant and equipment, transportation to sum

the Site, assembling, and removal off the Site after completion of
operation.

B G120 Moving and handling all necessary plant and equipment within sum
the Site and from location to location as often as is, and
whenever necessary for execution of whole operation.

C G130 Temporary staging on slope. sum

Concrete Buttress.

Items for concrete buttress shall be deemed to include steel

wire mesh, PVC drain pipe, dowel bars, filter materials and
all associated works.

D G340.1 Grade [C20/25] sprayed concrete for concrete buttress with m2

average thickness [not exceeding 300 mm].

E G340.2 Grade [C20/25] sprayed concrete for concrete buttress with m2

average thickness [exceeding 300mm but not exceeding
400mm].

F G340.3 Grade [C20/25] sprayed concrete for concrete buttress with m2

average thickness [exceeding 400 mm].

* Designer to decide which is applicable Page BQ7 - 140/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

SURFACE PROTECTION

SLOPE SURFACE PROTECTION : GUNITING

Items for stone guniting shall be deemed to include

preparation of surfaces, multiple handling, disposal of
surplus excavated material, upholding of sides excavation,
additional excavation to provide working space, backfilling,
removal of dead services and reinstatement of original
surface; unless covered by separate items.

Plant and Equipment.

A G110 Provision of all necessary plant and equipment, transportation to sum

the Site, assembling, and removal off the Site after completion of
operation.

B G120 Moving and handling all necessary plant and equipment within sum
the Site and from location to location as often as is, and
whenever necessary for execution of whole operation.

C G130 Temporary staging on slope. sum

Guniting.

Items for guniting shall be deemed to include steel wire

mesh, PVC drain pipe, dowel bar, filter materials, and all
necessary formwork.

D G410.1 [100mm] thick Grade C20/25 sprayed concrete for guniting as per m2
Specification with [1] layer high tensile steel fabric - nominal
mass, [6-7 kg/m2 (A393 : A10)].

E G410.2 [100mm] thick Grade C20/25 sprayed concrete for guniting as per m2
Specification with [2] layers high tensile steel fabric - nominal
mass, [6-7 kg/m2 (A393 : A10)].

* Designer to decide which is applicable Page BQ7 - 141/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

SURFACE PROTECTION :
ROCKFALL NETTING

Items for stone rockfall netting shall be deemed to include

preparation of surfaces, multiple handling, disposal of
surplus excavated material, upholding of sides excavation,
additional excavation to provide working space, backfilling,
removal of dead services and reinstatement of original
surface; unless covered by separate items.

Plant and Equipment.

A G110 Provision of all necessary plant and equipment, transportation to sum

the Site, assembling, and removal off the Site after completion of
operation.

B G120 Moving and handling all necessary plant and equipment within sum
the Site and from location to location as often as is, and
whenever necessary for execution of whole operation.

C G130 Temporary staging on slope. sum

Rockfall Netting.

Items for rockfall netting shall be deemed to include all

necessary accessories.

D G430.1 Rockfall netting with [PVC-coated heavily galvanized steel wire] m2

gauge size of [2.7mm] as per Specification.

E G430.2 Rockfall netting with [heavily galvanized steel wire] gauge size of m2
[2.7mm] as per Specification.

* Designer to decide which is applicable Page BQ7 - 142/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

SURFACE PROTECTION :
STONE PITCHING / MOTARED RIP-RAP

Items for stone pitching/ mortared rip-rap shall be deemed to

include preparation of surfaces, multiple handling, disposal
of surplus excavated material, upholding of sides
excavation, additional excavation to provide working space,
backfilling, removal of dead services and reinstatement of
original surface; unless covered by separate items.

Item masonry shall be deemed to include fair face finish.

A G440 [250mm] thick stone pitching as per Specification and as shown m2

in Drawing No. (….). Rate to include preparation of surface,
geotextile, sand with average thickness [300mm], PVC drain pipe
and all necessary cement mortar and formwork.

B G490 Non-woven geotextile [Type NW13 with minimum design strength

of 13 kN/m] to the slope as filter layer / separator as per
Specification and as shown in Drawing No. (…..)

* Designer to decide which is applicable Page BQ7 - 143/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

SURFACE PROTECTION : GABION MATTRESS

Items for gabion mattress shall be deemed to include

preparation of surfaces, multiple handling, disposal of
surplus excavated material, upholding of sides excavation,
additional excavation to provide working space, backfilling,
removal of dead services and reinstatement of original
surface; unless covered by separate items.

A G212 Rock-filled gabion mattress, [300mm] thick with PVC-coated wire m2

gauge size of [2.7mm] as per Specification and as shown in
Drawing No. (….). Rate to include preparation of surface and
geotextile.

B G490 Non-woven geotextile [Type NW13 with minimum design strength

of 13 kN/m] to the slope as filter layer / separator as per
Specification and as shown in Drawing No. (…..)

SURFACE PROTECTION :
STONE REVETMENT / RIP-RAP REVETMENT / ROCK TOE

Items for stone revetment / rip-rap revetment / rock toe shall

be deemed to include preparation of surfaces, multiple
handling, disposal of surplus excavated material, upholding
of sides excavation, additional excavation to provide
working space, backfilling, removal of dead services and
reinstatement of original surface; unless covered by
separate items.

C G450.1 [250mm] thick size [250mm] stone revetment as per Specification m2

and as shown in Drawing No. (….). Rate to include preparation of
surface, underlayer gravel with average thickness (….mm) and
geotextile.

D G450.2 (….mm) thick size (….mm) stone revetment as per Specification m2

and as shown in Drawing No. (….). Rate to include preparation of
surface, underlayer gravel with average thickness (….mm) and
geotextile.

E G490.1 Non-woven geotextile [Type NW13 with minimum design strength

of 13 kN/m to the slope] as filter layer / separator as per
Specification and as shown in Drawing No. (…..)

F G490.2 Woven geotextile with minimum design strength of [(….. kN/m) to m2

the slope] as filter layer / separator as per Specification and as
shown in Drawing No. (…..)

* Designer to decide which is applicable Page BQ7 - 144/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

SURFACE PROTECTION :
CELLULAR SOIL CONFINEMENT SYSTEM (CSCS)

Items for Cellular Soil Confinement System (CSCS) shall be

deemed to include preparation of surfaces, multiple
handling, disposal of surplus excavated material, upholding
of sides excavation, additional excavation to provide
working space, backfilling, removal of dead services and
reinstatement of original surface; unless covered by
separate items.

A G490.1 [203mm x 244mm] [HDPE] Cellular Soil Confinement System m²

(CSCS) as per Specification and as shown in Drawing No. (….)
to fill with [fertilised soil] including preparation of surface,
hydroseeding and all necessary accessories.

B G490.2 [203mm x 244mm] [HDPE] Cellular Soil Confinement System m²

(CSCS) as per Specification and as shown in Drawing No. (….)
to fill with [well graded aggregates with maximum size not
exceeding 50mm] including preparation of surface, hydroseeding
and all necessary accessories.

C G490.3 [203mm x 244mm] [HDPE] Cellular Soil Confinement System m²

(CSCS) as per Specification and as shown in Drawing No. (….)
to fill with [mass concrete Grade C20/25] including preparation of
surface, hydroseeding and all necessary accessories.

SURFACE PROTECTION :
HYDROMULCHING SYSTEM

Items for hydromulching system shall be deemed to include

preparation of surfaces, multiple handling, disposal of
surplus excavated material, upholding of sides excavation,
additional excavation to provide working space, backfilling,
removal of dead services and reinstatement of original
surface; unless covered by separate items.

D G490.4 [50mm] thick hydromulching system as per Specification and as m2

shown in Drawing No. (….) including preparation of surface, turf
reinforcement mat, erosion control mat, achor pin, fibre soil with
approved grass seed, and all associated works and accessories.

* Designer to decide which is applicable Page BQ7 - 145/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

RETAINING STRUCTURES

RETAINING STRUCTURES :
EARTHWORKS FOR RETAINING STRUCTURES

Excavation for Foundation and Working Space.

Excavation for foundation and working space shall include

upholding sides of excavation, preparation of excavated
surface, additional excavation to provide working space and
removal of dead services.

A F141 Earth material commencing from [original ground level] to [1.0m] m3

depth to [base for …type of wall….. at RHS/LHS* CH(….) -
CH(….)] to disposal site approved by the S.O.

B F142 Natural hard mass using ripper unit commencing from [original m3
ground level] to (...m) depth to [base for …type of wall….. at
RHS/LHS* CH(….) - CH(….)] to disposal site approved by the
S.O.

C F144 Artificial hard mass commencing from [original ground level] to m3

(...m) depth to [base for …type of wall….. at RHS/LHS* CH(….) -
CH(….)] to disposal site approved by the S.O.

D F141 Earth material commencing from [original ground level] to [1.0m] m3

depth to [base for …type of wall….. at RHS/LHS* CH(….) -
CH(….)] to re-use as approved by the S.O.

E F142 Natural hard mass using ripper unit commencing from [original m3
ground level] to (...m) depth to [base for…type of wall….. at
RHS/LHS* CH(….) - CH(….)] to re-use as approved by the S.O.

F F143.1 Excavate in rock mass using [hand held pneumatic rock mass m3
breaker] commencing from [original ground level] to (...m) depth
to [base for…type of wall….. at RHS/LHS* CH(….) - CH(….)] to
disposal site approved by the S.O.

G F143.2 Excavate in rock mass using [hydraulic rock mass breaker / vibro m3
ripper] commencing from [original ground level] to (...m) depth to
[base for…type of wall….. at RHS/LHS* CH(….) - CH(….)] to
disposal site approved by the S.O.

H F143.3 Excavate in rock mass using [hand held pneumatic rock mass m3
breaker] commencing from [original ground level] to (...m) depth
to [base for …type of wall….. at RHS/LHS* CH(….) - CH(….)] to
re-use as approved by the S.O.

* Designer to decide which is applicable Page BQ7 - 146/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

RETAINING STRUCTURES :
EARTHWORKS FOR RETAINING STRUCTURES… Cont.

Excavation for Foundation and Working Space… Cont.

Excavation for foundation and working space shall include

upholding sides of excavation, preparation of excavated
surface, additional excavation to provide working space and
removal of dead services.

A F143.4 Excavate in rock mass using [hydraulic rock mass breaker / vibro m3
ripper] commencing from [original ground level] to (...m) depth to
[base for …type of wall….. at RHS/LHS* CH(….) - CH(….)] to re-
use as approved by the S.O.

Filling.

Geotextile.

Item for geotextile shall be deemed to include cost of storage

at site with neccessary protection against exposure to direct
sun.

B G570.1 Non-woven geotextile [Type NW13 with minimum design strength m2

of 13 kN/m] as separator as per Specification and as shown on
the Drawing No. (….) to base of [sand fill foundation for gabion
wall at RHS/LHS* CH(….) - CH(….)].

C G570.2 Non-woven geotextile [Type NW19 with minimum design strength m2

of 19 kN/m] as separator as per Specification. and as shown on
the Drawing No. (….) to base of [hardcore foundation for
reinforced concrete retaining wall at RHS/LHS* CH(….) - CH(….)]

D G570.3 Non-woven geotextile [Type NW13 with minimum design strength m2

of 13 kN/m] as separator as per Specification. and as shown on
the Drawing No. (….) to wrap around of [sand fill behind rubble
masonry wall at RHS/LHS* CH(….) - CH(….)].

* Designer to decide which is applicable Page BQ7 - 147/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

Filling to Structure.

Items of filling to structure shall NOT include items of

reinforced filling for Gabion Reinforced Earth System,
Reinforced Soil Wall and Reinforced Soil Slopes.

Items for filling to structure shall include compaction, and

additional filling necessitated by settlement or penetration
into underlying material as applicable.

A F341 Using suitable excavated material to grading limits as per m3

Specification and as shown on the Drawing No. (….) to base of
[…type of wall…..... at RHS/LHS* CH(….) - CH(….)].

B F342 Imported material from Contactor's own source with grading limits m3
as per Specification and as shown on the Drawing No. (….) to
base of [….type of wall….. at RHS/LHS* CH(….) - CH(….)].

C F344.1 [River sand] as per Specification and as shown on the Drawing m3

No. (….) behind [….type of wall….. at RHS/LHS* CH(….) -
CH(….)].

D F344.2 [Mining sand] as per Specification and as shown on the Drawing m3

No. (….) behind [….type of wall….. at RHS/LHS* CH(….) -
CH(….)].

E F344.3 [Granular material] as per Specification and as shown on the m3

Drawing No. (….) behind [….type of wall….. at RHS/LHS*
CH(….) - CH(….)].

* Designer to decide which is applicable Page BQ7 - 148/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

RETAINING STRUCTURES :
PILING WORKS FOR FOUNDATION OF RETAINING
STRUCTURES

(…. Type of Wall…) at [RHS / LHS CH6450 - CH6550]

Plant and Equipment.

A H110 Provision of all necessary piling plant and equipment, sum

transportation to the Site, assembling, and removal off the Site
after completion of operation.

B H120 Moving and handling of handling all piling plant and equipment sum
within the Site and from location to location as often as is, and
whenever necessary for execution of whole operation.

C H130 Temporary staging [for piling work at the banks of Sg. (.…. )] sum

Precast Reinforced Concrete Piles

[200mm] Grade C35/45 square precast reinforced concrete

piles with a working load of [ 800kN ].

Items for piling work shall be deemed to include piling

records and disposal of excavated and surplus materials.

D H261.1 Supply initial piles with (....type of shoes...) of [3.0m / 6.0m / 9.0m nr
/ 12.0m*] length.

E H261.2 Supply extension piles of [3.0m / 6.0m / 9.0m / 12.0m*] length. nr

F H262.1 Depth driven vertical. m

G H262.2 Depth driven vertical using jack-in method. m

H H263 Pre-boring, [6.0m] depth. m

I H264 Jointing with [butt weld all round]. nr

J H266 Cut-off piles. nr

K H267 Preparing heads. nr

* Designer to decide which is applicable Page BQ7 - 149/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

RETAINING STRUCTURES :
PILING WORKS FOR FOUNDATION OF RETAINING
STRUCTURES… Cont.

Precast Prestressed Concrete Piles

[300mm] diameter spun piles with a working load of

[ 800kN ].

Items for piling work shall be deemed to include piling

records and disposal of excavated and surplus materials.

A H271.1 Supply initial piles with (....type of shoes...) of [3.0m / 6.0m / 9.0m nr
/ 12.0m*] length.

B H271.2 Supply extension piles of [3.0m / 6.0m / 9.0m / 12.0m*] length. nr

C H272.1 Depth driven vertical. m

D H272.2 Depth driven vertical using jack-in method. m

E H273 Pre-boring, [6.0m] depth. Rate to include backfilling between the m

pile and the bore.

F H274 Jointing with [butt weld all round]. nr

G H276 Cut-off piles. nr

H H277 Preparing heads. nr

* Designer to decide which is applicable Page BQ7 - 150/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

RETAINING STRUCTURES :
PILING WORKS FOR FOUNDATION OF RETAINING
STRUCTURES… Cont.

Micropiles

Supply and install [200mm] diameter micropiles as working

piles (….. nos).

Items for piling work shall be deemed to include piling

records and disposal of excavated and surplus materials.

A H251 Depth boring in earth, up to [20m] for [30] nos. of pile points. m

B H252 Boring through rock, up to [10m] for [30] nos. of pile points. Rate m
to include natural and artificial hard mass.

C H253 Steel pipe as reinforcement [127mm OD x 9mm thick Grade N-80 m

API pipe].

D H254.1 High tensile reinforcement straight bars, nominal diameter not t

exceeding 20mm. Rate to include supporting reinforcement.

E H254.2 High tensile reinforcement straight bars, nominal diameter t

exceeding 20mm. Rate to include supporting reinforcement.

F H254.3 High tensile reinforcement helical bars. Rate to include t

supporting reinforcement.

G H255 Grouting with non-shrink cement grout Grade [C25/30] as t

specified into drilled hole. Rate shall include excess cement
required when the grout volume exceeded the theoretical volume.

H H256 Cut-off piles. nr

I H257 Preparing heads. nr

J H258 [20mm] thick mild steel permanent casings. m

Pile Tests.

K H510.1 Initial static load test on [200mm square precast reinforced nr

concrete] pile up two times working load of [400kN]. (Test load of
[800kN])

L H510.2 Subsequent static load test on [200mm square precast reinforced nr

concrete] pile up two times working load of [400kN]. (Test load of
[800kN])

* Designer to decide which is applicable Page BQ7 - 151/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)
M H520 Pile Dynamic Analyser (PDA) test on [200mm square precast nr
reinforced concrete] pile.

Page Total Carried to Summary of Bill No. 7

RETAINING STRUCTURES : GABION WALL

Reinforced Concrete Base.

Formwork.

Rate for formwork shall be deemed to include the projections

and intrusions and any temporary staging required.

A I511 Sides formwork F1 - rough finish to base of wall. m2

Reinforcement.

Rate for reinforcement shall be deemed to include labour for

cutting, bending, and placing.

B I623 High tensile bars with nominal diameter 10mm (T10). t

C I624 High tensile bars with nominal diameter 12mm (T12). t

D I625 High tensile bars with nominal diameter 16mm (T16). t

E I626 High tensile bars with nominal diameter 20mm (T20). t

F I627 High tensile bars with nominal diameter 25mm (T25). t

G I628 High tensile bars with nominal diameter - stated exceeding than t
32mm (T32).

H I663 [2] layers high tensile steel fabric - nominal mass, 3-4 kg/m2 m2
(A252 : A8).

I I666 [2] layers high tensile steel fabric - nominal mass, 6-7 kg/m2 m2
(A393 : A10). `

J I668 [2] layers high tensile steel fabric - nominal mass, 8-9 kg/m2 m2
(A565 : A12).

In-situ Concrete Design Mix.

Rate for in-situ concrete designed mix shall be deemed to

include placing and compaction of concrete.

K I111 Grade C12/15 - Blinding mass concrete, [50mm] thick to to base m2

of wall.

L I142 Grade [C25/30] - Reinforced concrete, [300mm] thick to base of m3

wall.

* Designer to decide which is applicable Page BQ7 - 152/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

RETAINING STRUCTURES : GABION WALL … Cont.

Joints

Rate for joints shall be deemed to include formwork.

A I713 [250mm] wide expansion joint. m

B I716 Dowels - plain, [25mm dia. X 300mm long] steel bars at [600mm] nr
centres plane.

Gabion.

C G211.1 [1.0m x 1.0m x 1.0m] rock-filled gabion with PVC-coated wire m3

gauge size of [2.7mm] as per Specification and as shown in
Drawing No. (…..)

D G211.2 [2.0m x 1.0m x 1.0m] rock-filled gabion with PVC-coated wire m3

gauge size of [2.7mm] as per Specification and as shown in
Drawing No. (…..)

E G211.3 [3.0m x 1.0m x 1.0m] rock-filled gabion with PVC-coated wire m3

gauge size of [2.7mm] as per Specification and as shown in
Drawing No. (…..)

F G211.4 [4.0m x 1.0m x 1.0m] rock-filled gabion with PVC-coated wire m3

gauge size of [2.7mm] as per Specification and as shown in
Drawing No. (…..)

G G211.5 [1.0m x 1.0m x 1.0m] rock-filled gabion with PVC-coated wire m3

gauge size of [2.7mm] as per Specification. and as shown in
Drawing No. (…..) to lay underwater.

H G212 Rock-filled gabion mattress, [300mm] thick with PVC-coated wire m3

gauge size of [2.7mm] as per Specification and as shown in
Drawing No. (…..).

I G213 Non-woven geotextile [Type NW13 with minimum design strength

of 13 kN/m] behind the gabion wall as filter layer as per
Specification and as shown in Drawing No. (…..)

Drainage Blanket.

Item for sub-surface drains (drainage blanket) shall be

deemed to include filter fabric, lining, and filter material.

J Q330.1 [500mm] thick [river sand] as drainage blanket as per m2

Specification.

K Q330.2 [500mm] thick [mining sand] as drainage blanket as per m2

Specification.

* Designer to decide which is applicable Page BQ7 - 153/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

RETAINING STRUCTURES :
GABION REINFORCED EARTH SYSTEM

Reinforced Concrete Base.

Formwork.

Rate for formwork shall be deemed to include the projections

and intrusions and any temporary staging required.

A I511 Sides formwork F1 - rough finish to base of wall. m2

Reinforcement.

Rate for reinforcement shall be deemed to include labour for

cutting, bending, and placing.

B I623 High tensile bars with nominal diameter 10mm (T10). t

C I624 High tensile bars with nominal diameter 12mm (T12). t

D I625 High tensile bars with nominal diameter 16mm (T16). t

E I626 High tensile bars with nominal diameter 20mm (T20). t

F I627 High tensile bars with nominal diameter 25mm (T25). t

G I628 High tensile bars with nominal diameter - stated exceeding than t
32mm (T32).

H I663 [2] layers high tensile steel fabric - nominal mass, 3-4 kg/m2 m2
(A252 : A8).

I I666 [2] layers high tensile steel fabric - nominal mass, 6-7 kg/m2 m2
(A393 : A10). `

J I668 [2] layers high tensile steel fabric - nominal mass, 8-9 kg/m2 m2
(A565 : A12).

In-situ Concrete Design Mix.

Rate for in-situ concrete designed mix shall be deemed to

include placing and compaction of concrete.

K I111 Grade C12/15 - Blinding mass concrete, [50mm] thick to to base m2

of wall.

L I142 Grade [C25/30] - Reinforced concrete, [300mm] thick to base of m3

wall.

* Designer to decide which is applicable Page BQ7 - 154/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

RETAINING STRUCTURES :
GABION REINFORCED EARTH SYSTEM… Cont.

Joints

Rate for joints shall be deemed to include formwork.

A I713 [250mm] wide expansion joint. m

B I716 Dowels - plain, [25mm dia. X 300mm long] steel bars at [600mm] nr
centres plane.

Gabion Reinforced Earth

C G211.1 [3.0m x 2.0m x 1.0m] rock-filled gabion reinforced with PVC- m3

coated heavily galvanized steel wire gauge size of [2.7mm] as
per Specification and as shown in Drawing No. (…..).

D G211.4 [3.0m x 2.0m x 1.0m] rock-filled gabion reinforced with PVC- m3

coated heavily galvanized steel wire gauge size of [2.7mm] as
per Specification and as shown in Drawing No. (…..) to lay
underwater.

E G212 Rock-filled gabion mattress, [300mm] thick with PVC-coated wire m3

gauge size of [2.7mm] as per Specification and as shown in
Drawing No. (…..).

Geotextile and Geogrid.

Item for geotextile and geogrid shall be deemed to include

cost of storage at site with neccessary protection against
exposure to direct sun.

F G213 Non-woven geotextile [Type NW13 with minimum design strength m2

of 13 kN/m] behind the gabion reinforced as filter layer as per
Specification and as shown in Drawing No. (…..)

G G580 Geogrid with minimum design strength of [80/30 kN/m] as soil m2

reinforcement as per Specification and as shown in Drawing No.
(…..)

Drainage Blanket.

Item for sub-surface drains (drainage blanket) shall be

deemed to include filter fabric, lining, and filter material.

H Q330.1 [500mm] thick [river sand] as drainage blanket as per m2

Specification.

I Q330.2 [500mm] thick [mining sand] as drainage blanket as per m2

Specification.

* Designer to decide which is applicable Page BQ7 - 155/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

RETAINING STRUCTURES :
GABION REINFORCED EARTH SYSTEM… Cont.

Reinforced Filling.

Items for reinforced filling shall include compaction, testing

and confirmation material and additional filling necessitated
by settlement or penetration into underlying material as
applicable.

A G242 Reinforced earth filling as per Specification and as shown in m3

Drawing No. (….)

B G243.1 Reinforced granular filling - [river sand] as per Specification and m3

as shown in Drawing No. (….)

C G243.2 Reinforced granular filling - [mining sand] as per Specification m3

and as shown in Drawing No. (….)

* Designer to decide which is applicable Page BQ7 - 156/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

RETAINING STRUCTURES :
REINFORCED SOIL WALL

Plant and Equipment.

A G110 Provision of all necessary plant and equipment, transportation to sum

the Site, assembling, and removal off the Site after completion of
operation.

B G120 Moving and handling all necessary plant and equipment within sum
the Site and from location to location as often as is, and
whenever necessary for execution of whole operation.

C G130 Temporary staging. sum

Precast Reinforced Concrete Wall Facing Panels.

Items for wall facing shall be deemed to include levelling

pad, copings, soil reinforcement and galvanising where
applicable, connections and/or jointing, geotextile and
accessories for wall joints.

D G241 Precast reinforced concrete wall facing panels as per

Specification and as shown in Drawing No. (….) for wall height :
[20m]

a) Not exceeding 6.0m m2

b) Exceeding 6.0m but not exceeding 9.0m. m2

c) Exceeding 9.0m but not exceeding 12.0m. m2

d) Exceeding 12.0m but not exceeding 15.0m. m2

e) Exceeding 15.0m m2

Reinforced Filling.

Items for reinforced filling shall include compaction, testing

and confirmation material and additional filling necessitated
by settlement or penetration into underlying material as
applicable.

E G243.1 Reinforced granular filling - [river sand] as per Specification and m3

as shown in Drawing No. (….)

F G243.2 Reinforced granular filling - [mining sand] as per Specification m3

and as shown in Drawing No. (….)

Testing.

G G244 Pull-out test as per Specification including all necessary nr

equipment and submission of procedure, records, and report.

* Designer to decide which is applicable Page BQ7 - 157/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

RETAINING STRUCTURES :
REINFORCED SOIL WALL… Cont.

Parapet

Precast New Jersey Parapet

Item for supply and erection of precast concrete parapet wall

shall be deemed to include reinforcement, connections,
joints and accessories for wall joints.

Precast concrete parapets with concrete grade C32/40 including

reinforcement, anchorage, hooks etc. with ribbed finish as per
Drawings.

A I480.1 a) Type 1 as shown in the Drawing No. (......) nr

B I480.2 b) Type 2 as shown in the Drawing No. (......) nr

C I480.3 c) Type 3 as shown in the Drawing No. (......) nr

Metal Parapet

Item for handrial and post shall be deemed to include fixing

to other work, supply of fixing components and drilling or
cutting of other work.

Item for supply and erection of metal parapet wall shall be

deemed to include connections, joints and accessories for
wall joints.

Metal parapets wall including anchorage, hooks etc. with ribbed

finish as per Drawings.

D L250.1 a) Type (A - Material) as shown in the Drawing No. (…..) m

E L250.2 b) Type (B - Material) as shown in the Drawing No. (…..) m

F L250.3 c) Type (C - Material) as shown in the Drawing No. (…..) m

In-situ Concrete Parapet Wall

Formwork

Rate for formwork shall be deemed to include the projections

and intrusions and any temporary staging required.

G I514.1 Sides formwork F2 - fair finish to parapet wall m2

H I514.2 Sides formwork F3 - smooth finish to parapet wall m2

* Designer to decide which is applicable Page BQ7 - 158/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

RETAINING STRUCTURES :
REINFORCED SOIL WALL… Cont.

Parapet… Cont.

Reinforcement

Rate for reinforcement shall be deemed to include labour for

cutting, bending, and placing.

I I623 High tensile bars with nominal diameter 10mm (T10). t

J I624 High tensile bars with nominal diameter 12mm (T12). t

K I625 High tensile bars with nominal diameter 16mm (T16). t

L I626 High tensile bars with nominal diameter 20mm (T20). t

M I627 High tensile bars with nominal diameter 25mm (T25). t

N I628 High tensile bars with nominal diameter - stated exceeding than t
32mm (T32).

In-situ Concrete Design Mix

Rate for in-situ concrete designed mix shall be deemed to

include placing and compaction of concrete.

O I111 Grade C12/15 - Blinding mass concrete, [50mm] thick to parapet m2

wall.

P I175 Grade [C32/40] reinforced concrete to form parapet wall as m3

shown in Drawing No. (….).

UPVC Pipe for Cabel at Parapet Wall

Q O434 [2] nos of [100mm] diameter UPVC pipe to MS 628 with bell m
mouth joints as per Specification and/or shown on the Drawing
No. (….)

Handrail and Post On New Jersey Parapet

Item for handrial and post shall be deemed to include fixing

to other work, supply of fixing components and drilling or
cutting of other work.

R L240 (….. mm OD x …. mm thick x …. kg/m) circular hollow section m

galvanised iron handrail and post fixed on precast concrete
parapets wall as shown in the Drawing No. (…..). Rate to include
full assemblies.

* Designer to decide which is applicable Page BQ7 - 159/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

RETAINING STRUCTURES :
REINFORCED SOIL WALL… Cont.

Protective Coating

Protective coating shall be deemed to include preparation of

surfaces, application of base primer/sealer required before
painting and all necessary temporary staging.

The protective coating shall consist of a dual protective

system formed by two coats of silane-siloxane based primer
or equivalent and two coats of solvent based methacrylate
pigmented or equivalent as the top coat.

S N331 Prepare and apply protective coating to exposed surface of m2

parapet walls as per Drawings and Specification.

* Designer to decide which is applicable Page BQ7 - 160/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

RETAINING STRUCTURES :
REINFORCED CONCRETE RETAINING WALL

Formwork

Rate for formwork shall be deemed to include the projections

and intrusions and any temporary staging required.

A I511 Sides formwork F1 - rough finish to bases. m2

B I514 Sides formwork F2 - fair finish to walls. m2

Reinforcement

Rate for reinforcement shall be deemed to include labour for

cutting, bending, and placing.

C I623 High tensile bars with nominal diameter 10mm (T10). t

D I624 High tensile bars with nominal diameter 12mm (T12). t

E I625 High tensile bars with nominal diameter 16mm (T16). t

F I626 High tensile bars with nominal diameter 20mm (T20). t

G I627 High tensile bars with nominal diameter 25mm (T25). t

H I628 High tensile bars with nominal diameter - stated exceeding than t
32mm (T32).

In-situ Concrete Design Mix

Rate for in-situ concrete designed mix shall be deemed to

include placing and compaction of concrete.

A I111 Grade C12/15 - Blinding mass concrete, [50mm] thick to base of m2

walls.

B I172 Grade [C32/40] reinforced concrete, [300mm] thick to base of m3

walls as shown in Drawing No. (….).

C I175.1 Vertical straight walls - Grade [C32/40] reinforced concrete, m3

[150000mm length x 2000mm wide x 300mm thick] to walls as
shown in Drawing No. (….), [6.0m] height :-

a) [Not exceeding 1.5m height] m3

b) [Exceeding 1.5m but not exceeding 3.0m height] m3

c) [Exceeding 3.0m height but not exceeding 4.5m] m3

* Designer to decide which is applicable Page BQ7 - 161/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)
d) [Exceeding 4.5m height but not exceeding 6.0mm] m3

Page Total Carried to Summary of Bill No. 7

RETAINING STRUCTURES :
REINFORCED CONCRETE RETAINING WALL… Cont.

In-situ Concrete Design Mix… Cont.

Rate for in-situ concrete designed mix shall be deemed to

include placing and compaction of concrete.

D I175.2 Batterred straight walls - Grade [C32/40] reinforced concrete, m3

average thickness of [225mm], varying from [100mm] to [250mm]
to walls as shown in Drawing No. (….), [6.0m] height :-

a) [Not exceeding 1.5m height] m3

b) [Exceeding 1.5m but not exceeding 3.0m height] m3

c) [Exceeding 3.0m height but not exceeding 4.5m] m3

d) [Exceeding 4.5m height but not exceeding 6.0mm] m3

Joints

Rate for joints shall be deemed to include formwork.

A I713 [250mm] wide expansion joint. m

B I716 Dowels - plain, [25mm dia. X 300mm long] steel bars at [600mm] nr
centres plane.

C I714 [230mm] wide rubber waterstop with central bulb. m

D I715 Sealed [20mm x 20mm] grooves with polyether sealant. m

Sub-surface Drains

Item for sub-surface drains shall be deemed to include filter

fabric, lining, and filter material.

E Q320 Outlet drains - PVC drain pipe (weephole); [75mm diameter x nr

….mm long] PVC pipe as shown in Drawing No. (….) including
wrapped gravel with filter fabric and all associated works.

Bituminous or Coal Tar Paint.

F N631 Prepare and apply [2] coats of base primer and [2] coats of m2
bituminous or coal tar paint to smooth concrete surfaces of
reinfoced concrete retaining walls as per Specification exceeding
300 mm girth.

* Designer to decide which is applicable Page BQ7 - 162/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

RETAINING STRUCTURES :
RUBBLE MASONRY RETAINING WALL

Reinforced Concrete Base.

Formwork.

Rate for formwork shall be deemed to include the projections

and intrusions and any temporary staging required.

A I511 Sides formwork F1 - rough finish to base of wall. m2

Reinforcement.

Rate for reinforcement shall be deemed to include labour for

cutting, bending, and placing.

B I623 High tensile bars with nominal diameter 10mm (T10). t

C I624 High tensile bars with nominal diameter 12mm (T12). t

D I625 High tensile bars with nominal diameter 16mm (T16). t

E I626 High tensile bars with nominal diameter 20mm (T20). t

F I627 High tensile bars with nominal diameter 25mm (T25). t

G I628 High tensile bars with nominal diameter - stated exceeding than t
32mm (T32).

H I663 [2] layers high tensile steel fabric - nominal mass, 3-4 kg/m2 m2
(A252 : A8).

I I666 [2] layers high tensile steel fabric - nominal mass, 6-7 kg/m2 m2
(A393 : A10). `

J I668 [2] layers high tensile steel fabric - nominal mass, 8-9 kg/m2 m2
(A565 : A12).

* Designer to decide which is applicable Page BQ7 - 163/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

RETAINING STRUCTURES :
RUBBLE MASONRY RETAINING WALL… Cont.

In-situ Concrete Design Mix.

Rate for in-situ concrete designed mix shall be deemed to

include placing and compaction of concrete.

A I111 Grade C12/15 : Blinding mass concrete, [50mm] thick to to base m2

of wall.

B I142 Grade [C25/30] - Reinforced concrete, [300mm] thick to base of m3

wall.

Joints

Rate for joints shall be deemed to include formwork.

C I713 [250mm] wide expansion joint. m

D I716 Dowels - plain, [25mm dia. X 300mm long] steel bars at [600mm] nr
centres plane.

Natural Stone Masonry.

Item masonry shall be deemed to include fair face finish and

reinforcement if applicable.

E J310 Vertical straight walls - Natural stone masonry [115mm/230mm*]

thick laid in [english / stretcher *] bond, jointed in [1:3] cement
mortar as shown in Drawing No. (….) with height :-

a) Not exceeding 1.0m m2

b) Exceeding 1.0m but not exceeding 2.0m m2

c) Exceeding 2.0m but not exceeding 3.0m m2

F J320 Vertical curved walls - Natural stone masonry [115mm / 230mm *]

thick laid in [english/stretcher *] bond, jointed in [1:3] cement
mortar as shown in Drawing No. (….) with height :-

a) Not exceeding 1.0m m2

b) Exceeding 1.0m but not exceeding 2.0m m2

c) Exceeding 2.0m but not exceeding 3.0m m2

* Designer to decide which is applicable Page BQ7 - 164/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

RETAINING STRUCTURES :
RUBBLE MASONRY RETAINING WALL… Cont.

A J330 Batterred straight walls - Natural stone masonry laid in [english /

stretcher *] bond, jointed in [1:3] cement mortar, average
thickness of [172.5mm], varying from [230mm] to [115mm] as
shown in Drawing No. (….) with height :-

a) Not exceeding 1.0m m2

b) Exceeding 1.0m but not exceeding 2.0m m2

c) Exceeding 2.0m but not exceeding 3.0m m2

B J340 Batterred curved walls - Natural stone masonry laid in [english /

stretcher *] bond, jointed in [1:3] cement mortar, average
thickness of [172.5mm], varying from [230mm] to [115mm] as
shown in Drawing No. (….) with height :-

a) Not exceeding 1.0m m2

b) Exceeding 1.0m but not exceeding 2.0m m2

c) Exceeding 2.0m but not exceeding 3.0m m2

* Designer to decide which is applicable Page BQ7 - 165/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

RETAINING STRUCTURES : BRICK WALL

Reinforced Concrete Base.

Formwork.

Rate for formwork shall be deemed to include the projections

and intrusions and any temporary staging required.

A I511 Sides formwork F1 - rough finish to base of wall. m2

Reinforcement.

Rate for reinforcement shall be deemed to include labour for

cutting, bending, and placing.

B I623 High tensile bars with nominal diameter 10mm (T10). t

C I624 High tensile bars with nominal diameter 12mm (T12). t

D I625 High tensile bars with nominal diameter 16mm (T16). t

E I626 High tensile bars with nominal diameter 20mm (T20). t

F I627 High tensile bars with nominal diameter 25mm (T25). t

G I628 High tensile bars with nominal diameter - stated exceeding than t
32mm (T32).

H I663 [2] layers high tensile steel fabric - nominal mass, 3-4 kg/m2 m2
(A252 : A8).

I I666 [2] layers high tensile steel fabric - nominal mass, 6-7 kg/m2 m2
(A393 : A10). `

J I668 [2] layers high tensile steel fabric - nominal mass, 8-9 kg/m2 m2
(A565 : A12).

* Designer to decide which is applicable Page BQ7 - 166/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

RETAINING STRUCTURES : BRICK WALL… Cont.

In-situ Concrete Design Mix.

Rate for in-situ concrete designed mix shall be deemed to

include placing and compaction of concrete.

A I111 Grade C12/15 : Blinding mass concrete, [50mm] thick to to base m2

of wall.

B I142 Grade [C25/30] - Reinforced concrete, [300mm] thick to base of m3

wall.

Joints

Rate for joints shall be deemed to include formwork.

C I713 [250mm] wide expansion joint. m

D I716 Dowels - plain, [25mm dia. X 300mm long] steel bars at [600mm] nr
centres plane.

Brickwork.

Item brickwork shall be deemed to include joint

reinforcement, movement joints, fixing ties, bond to existing
works, and fixing clamp.

E J110 Vertical straight walls - [115mm / 230mm *] thick [common

brickwork / cement sand brickwork *] laid in stretcher bond,
jointed in [1:3] cement mortar as shown in Drawing No. (….) with
height :-

a) Not exceeding 1.0m m2

b) Exceeding 1.0m but not exceeding 2.0m m2

c) Exceeding 2.0m but not exceeding 3.0m m2

F J120 Vertical curved walls - [115mm / 230mm *] thick [common

brickwork / cement sand brickwork *] laid in stretcher bond,
jointed in [1:3] cement mortar as shown in Drawing No. (….) with
height :-

a) Not exceeding 1.0m m2

b) Exceeding 1.0m but not exceeding 2.0m m2

c) Exceeding 2.0m but not exceeding 3.0m m2

* Designer to decide which is applicable Page BQ7 - 167/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

RETAINING STRUCTURES :
REINFORCED SOIL SLOPES

Geotextile / Geogrid.

Item for geotextile and/or geogrid shall be deemed to include

cost of storage at site with neccessary protection against
exposure to direct sun.

A G239.1 Non-woven geotextile [Type NW13 with minimum design strength m2

of 13 kN/m] as separator as per Specification and as shown on
the Drawing No. (…..)

B G239.2 Woven geotextile with minimum design strength of [200/50 kN/m] m2

as soil reinforcement as per Specification and as shown on the
Drawing No. (…..)

C G239.3 Geogrid with minimum design strength of [80/30 kN/m] as soil m2

reinforcement as per Specification and as shown on the Drawing
No. (…..)

D G239.4 Geogrid with minimum design strength of (….. kN/m) as soil m2

reinforcement as per Specification and as shown on the Drawing
No. (…..)

Steel Fabric Reinforcement to Form Wall Facing

Item for wall facing shall be deemed to include cost of steel

wire mesh, probing bar and all associated works.

E I663 High tensile steel fabric - nominal mass, 3-4 kg/m2 (A252 : A8) to m2
form wall facing as shown on the Drawing No. (…..)

Drainage Blanket.

Item for sub-surface drains (drainage blanket) shall be

deemed to include filter fabric, lining, and filter material.

F Q330.1 [500mm] thick [river sand] as drainage blanket as per m2

Specification.

G Q330.2 [500mm] thick [mining sand] as drainage blanket as per m2

Specification.

Horizontal Drain - UPVC Perforated Pipe

Rate for UPVC perforated pipe shall be deemed to include

placing, perforated pipe and all associated works.

H G351 [100mm] diameter UPVC perforated pipe as shown in the

Drawing No. (….):

* Designer to decide which is applicable Page BQ7 - 168/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)
a) 9.0m long m

b) 12.0m long m

c) (….m) long m

Page Total Carried to Summary of Bill No. 7

RETAINING STRUCTURES :
REINFORCED SOIL SLOPES… Cont.

Reinforced Filling

Items for reinforced filling shall include compaction, testing

and confirmation material and additional filling necessitated
by settlement or penetration into underlying material as
applicable.

A G231 Reinforced earth filling as per Specification and as shown in m3

Drawing No. (….)

B G232.1 Reinforced granular filling - [river sand] filling as per Specification m3

and as shown in Drawing No. (….)

C G232.2 Reinforced granular filling - [mining sand] filling as per m3

Specification and as shown in Drawing No. (….).

Landscaping

Items for landscaping shall be deemed to include digging,

planting media, bedding, stalking, protection, watering,
weeding, required fertilising, and replacement of dead item
until the vegetation is established.

D F410 Close turfing to slope including pegging down with stakes.

E F420 Hydroseeding with bio-degradable erosion control blanket with m2

fastening hook at [….mm] spacing and netting as per
Specification.

F F490 Creepers (creeping daisy (sphagneticola trilobata)) at [1500mm] nr

spacing in row to cover slope surface. The spacing between two
rows of creepers shall be not more than [1000mm].

G G233 [HDPE] erosion protection mats with minimum tensile strength of m2

[1.4kN/m] as per Specification.

* Designer to decide which is applicable Page BQ7 - 169/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

RETAINING STRUCTURES : CRIBWALL

Plant and Equipment.

A G110 Provision of all necessary plant and equipment, transportation to sum

the Site, assembling, and removal off the Site after completion of
operation.

B G120 Moving and handling all necessary plant and equipment within sum
the Site and from location to location as often as is, and
whenever necessary for execution of whole operation.

C G130 Temporary staging on slope. sum

Reinforced Concrete Base.

Formwork.

Rate for formwork shall be deemed to include the projections

and intrusions and any temporary staging required.

D I511 Sides formwork F1 - rough finish to base of wall. m2

Reinforcement.

Rate for reinforcement shall be deemed to include labour for

cutting, bending, and placing.

E I623 High tensile bars with nominal diameter 10mm (T10). t

F I624 High tensile bars with nominal diameter 12mm (T12). t

G I625 High tensile bars with nominal diameter 16mm (T16). t

H I626 High tensile bars with nominal diameter 20mm (T20). t

I I627 High tensile bars with nominal diameter 25mm (T25). t

J I628 High tensile bars with nominal diameter - stated exceeding than t
32mm (T32).

K I663 [2] layers high tensile steel fabric - nominal mass, 3-4 kg/m2 m2
(A252 : A8).

L I666 [2] layers high tensile steel fabric - nominal mass, 6-7 kg/m2 m2
(A393 : A10). `

M I668 [2] layers high tensile steel fabric - nominal mass, 8-9 kg/m2 m2
(A565 : A12).

* Designer to decide which is applicable Page BQ7 - 170/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

RETAINING STRUCTURES : CRIBWALL… Cont.

In-situ Concrete Design Mix.

Rate for in-situ concrete designed mix shall be deemed to

include placing and compaction of concrete.

A I111 Grade C12/15 - Blinding mass concrete, [50mm] thick to to base m2

of wall.

B I142 Grade [C25/30] - Reinforced concrete, [300mm] thick to base of m3

wall.

Joints

Rate for joints shall be deemed to include formwork.

C I713 [250mm] wide expansion joint. m

D I716 Dowels - plain, [25mm dia. X 300mm long] steel bars at [600mm] nr
centres plane.

Cribwall Cell.

Item for cribwall shall be deemed to include precast

reinforced concrete [C25/30] components and granular infill
material as per Specification.

E G221 Single cell with [1200mm] header as per Specification and as m2

shown in Drawing No. (….)

F G222 Double cell with [1200mm + 1200mm] header as per m2

Specification and as shown in Drawing No. (….)

G G223 Triple cell with [1650mm + 1650mm + 1200mm] header as per m2

Specification and as shown in Drawing No. (….)

H G224 Quadruple cell with [1200mm + 1200mm + 1200mm + 1200mm] m2

header as per Specification and as shown in Drawing No. (….)

Geotextile.

Item for geotextile shall be deemed to include cost of storage

at site with neccessary protection against exposure to direct
sun.

I G225 Non-woven geotextile [Type NW13 with minimum design strength m2

of 13 kN/m] as filter layer / separator as per Specification and as
shown in the Drawings no. (….)

* Designer to decide which is applicable Page BQ7 - 171/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Page Total Carried to Summary of Bill No. 7

Summary of Bill No. 7 : Geotechnical Work

Page BQ7 - 1/57

Page BQ7 - 2/57

Page BQ7 - 3/57

Page BQ7 - ….cont. pages

* Designer to decide which is applicable Page BQ7 - 172/313

 CAWANGAN KEJURUTERAAN GEOTEKNIK

PROJECT: [ PROJECT NAME ]

BILL NO. 7 - GEOTECHNICAL WORKS (ALL PROVISIONAL)

ITEM CODE RATE AMOUNT

DESCRIPTION OF WORK UNIT QTY
NO. NO. (RM) (RM)

Total of Bill No. 7 Carried to Grand Summary

* Designer to decide which is applicable Page BQ7 - 173/313

PROJECT :

BILL NO. 8 - STRUCTURES

SUMMARY OF BIL NO. 8

No Code No. Description Unit Qty Rate (RM) Amount (RM)

Summary of Bill No. 8

BQ 8.1

BQ 8.2

BQ 8.3

BQ 8.4

BQ 8.5

Total of Bill No. 8 carried to Summary of Tender

PROJECT :

BILL NO. 8 - STRUCTURES

8.1 - TEMPORARY CROSSING AND ROAD DIVERSION (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

TEMPORARY CROSSING BRIDGE/CULVERT **

A A522 Allow for provision of design, construct, maintain and sum
remove upon completion temporary bridge over
[Sg ............] as shown in the typical drawing. The fixed
charge includes all labours, plants, material etc.,
including excavation, handling, disposal of excavated
spoils and debris, removal of and reinstatement of the
site on completion of works. Design and proposed shop
drawing with endorsed by Professional Engineer with
Practising Certificate (PEPC) to be submitted and
approved by S.O. It shall also to include:-

a) Supply, install and construct temporary crossing

including piling works, bridge structures, bridge
accessories, drainage, sheet piles and other related
works.
b) Maintenance of temporary crossing bridge
c) Construct river diversion (if necessary)
d) Removal of and reinstatement of the site upon
completion.

TEMPORARY ROAD DIVERSION

Rate not to include temporary traffic signs, barriers
and barricades, temporary road markings,
temporary traffic signals, and road lighting.

B A521.1 Allow for provision of design, construct, maintain and sum

remove upon completion temporary road diversion. The
fixed charge includes all labours, plants, material etc.,
including excavation, handling, disposal of excavated
spoils and debris, removal of and reinstatement of the
site on completion of works. Design and proposed shop
drawing with endorsed by Professional Engineer with
Practising Certificate (PEPC) to be submitted and
approved by S.O.. It shall also to include:-

a) Supply, install and construct ……..m length temporary

road diversion including soil treatment, earthworks, road
structure, drainage, sheet piles and other related works.
b) Maintenance of temporary road diversion.
d) Removal of and reinstatement of the site upon
completion.

RENTAL OF LAND
C A521.2 Rental land for temporary crossing and road diversion sum
during construction.

Total of Bill No. 8.2 carried to Summary Of Bill No.8

BQ8.1-175/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.2 - PILING WORKS (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

Items for piling work shall be deemed to include

piling records and disposal of excavated and
surplus materials.

…. MM DIAMETER BORED PILES

Items for bored piles shall be deemed to include

temporary casings, stabilising agent, and enlarged
bases.

Plant and Equipment

A H110 Provision of all necessary piling plant and equipment, sum
transportation to the site, handling, assembling, and
removal of the site after completion of operation.

B H120 Moving and handling of all piling plant and equipment sum
within the site and from location to location as often as
is, and whenever necessary for the execution of the
whole piling operation.

C H130.1 Provision of temporary staging for piling work at the sum

banks/abutment of [Sg. ........].

D H130.2 Provision of temporary staging for piling work at the pier sum
of [Sg. .......]

Preliminary Piles
[…. mm] Diameter Bored Piles-Pile as a non working
pile. Location to be proposed by contractor and
approved by S.O.

E H211.1 Boring in earth, up to [… m] for [….] nos. of pile points. m

F H211.2 Boring in earth, raked at inclination of ratio [….:…..] for m

[…...] nos. of pile points.

G H211.3 Boring through hard layer, up to [….m] for […] nos. of m

pile points.

H H211.4 Boring through hard layer and raked at inclination ratio m

of […. : …..] for [….] nos. of pile points.

I H212.1 Boring through rock, up to [….m] for […] nos. of pile m

points.

J H212.2 Boring through rock and raked at inclination ratio of […. : m

…..] for [….] nos. of pile points.

K H213 […. mm] thick mild steel permanent casings. Rate to m

include the supply and jointing of casings, driving heads,
and shoes.

Page Total carried to Summary of

Bill No. 8.2

BQ8.2 - 176/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.2 - PILING WORKS (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

High tensile reinforcement straight bars. Rate to

include supporting reinforcement and coupler.

A H214.1 Nominal diameter up to 20 mm diameter. t

B H214.2 Nominal diameter exceeding 20 mm diameter. t

High tensile reinforcement helical bars, Rate to

include supporting reinforcement.

C H215.1 12 mm diameter. t

D H215.2 16mm diameter. t

E H216 Concreted length with grade [C32/40] as per m

Specification.

F H217 Cut-off piles. Rate to include preparing heads. nr

Pile Tests
Rate for pile test deemed to include necessary
equipments, inserts and accessories and others
related works.
G H510 Static load test (maintain load test) on preliminary [….. nr
mm] diameter bored pile up to two times working load of
[…. kN].

H H520 Pile Dynamic Analyzer (PDA) test nr

I H530 Pile integrity test (sonic echo test) nr

J H540 Sonic logging test nr

K H550 Lateral test nr

L H560 Statnamic test nr

M H570 Bi-Directional static load test on [….mm] diameter bored nr

pile; up to two times working load of [….kN]

Working Piles
[…. mm] diameter bored piles as working piles.

N H211.1 Boring in earth, up to [… m] for [….] nos. of pile points. m

O H211.2 Boring in earth, raked at inclination of ratio [….:…..] for m

[…...] nos. of pile points.

P H211.3 Boring through hard layer, up to [….m] for […] nos. of m

pile points.

Q H211.4 Boring through hard layer and raked at inclination ratio m

of […. : …..] for [….] nos. of pile points.

Page Total carried to Summary of

Bill No. 8.2

BQ8.2 - 177/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.2 - PILING WORKS (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

A H212.1 Boring through rock, up to [….m] for […] nos. of pile m

points.

B H212.2 Boring through rock and raked at inclination ratio of […. : m

…..] for [….] nos. of pile points.

C H213 […. mm] thick mild steel permanent casings. Rate to m

include the supply and jointing of casings, driving heads,
and shoes.

High tensile reinforcement straight bars. Rate to

include supporting reinforcement.
D H214.1 Nominal diameter up to 20 mm diameter. t

E H214.2 Nominal diameter exceeding 20 mm diameter t

High tensile reinforcement helical bars, Rate to

include supporting reinforcement.

F H215.1 12 mm diameter. t

G H215.2 16mm diameter. t

H H216 Concreted length with grade [C32/40] as per m

Specification.

I H217 Cut-off piles. Rate to include preparing heads. nr

Pile Tests
Rate for pile test deemed to include necessary
equipments, inserts and accessories and others
related works.

J H510.1 Initial static load test (maintain load test) on […..mm] nr

diameter bored pile up to two times working load of
[…..kN].

K H510.2 Subsequent static load test(maintain load test) on nr

[…..mm] diameter bored pile up to two times working
load of […..kN].

L H520 Pile Dynamic Analyzer (PDA) test nr

M H530 Pile integrity test (sonic echo test) nr

N H540 Sonic logging test nr

O H550 Lateral test nr

P H560 Statnamic test nr

Q H570 Bi-Directional static load test on [….mm] diameter bored nr

pile; up to two times working load of [….kN]

Page Total carried to Summary of

Bill No. 8.2

BQ8.2 - 178/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.2 - PILING WORKS (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

…. MM DIAMETER MICROPILE
Items for micro piles shall be deemed to include
temporary casings, stabilising agent, and enlarged
bases.

Plant and Equipment

A H110 Provision of all necessary piling plant and equipment, sum
transportation to the site, handling, assembling, and
removal of the site after completion of operation.

B H120 Moving and handling of all piling plant and equipment sum
within the site and from location to location as often as
is, and whenever necessary for the execution of the
whole piling operation.

C H130.1 Provision of temporary staging for piling work at the sum

banks/abutment of [Sg. ........].

D H130.2 Provision of temporary staging for piling work at the pier sum
of [Sg. .......]

Preliminary Pile
.........mm Diameter Micropile as a non working pile.
Location to be proposed by contractor and
approved by S.O.

E H251.1 Boring in earth, up to [… m] for [….] nos. of pile points. m

F H251.2 Boring in earth, raked at inclination of ratio [….:…..] for m

[…...] nos. of pile points.

G H251.3 Boring through hard layer, up to [….m] for […] nos. of m

pile points.

H H251.4 Boring through hard layer and raked at inclination ratio m

of […. : …..] for [….] nos. of pile points.

I H252.1 Boring through rock, up to [….m] for […] nos. of pile m

points.

J H252.2 Boring through rock and raked at inclination ratio of […. : m

…..] for [….] nos. of pile points.

K H258 […. mm] thick mild steel permanent casings. Rate to m

include the supply and jointing of casings, driving heads
and shoes.

L H253 Supply and install [… mm OD x ... mm thick Grade …. m

API pipe]. Rate shall be deemed to include
jointing/weldinng.

Page Total carried to Summary of

Bill No. 8.2

BQ8.2 - 179/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.2 - PILING WORKS (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

High tensile reinforcement bars. Rate to include

supporting reinforcement.
A H254.1 Nominal diameter up to 20 mm diameter. t

B H254.2 Nominal diameter exceeding 20 mm diameter. t

High tensile reinforcement helical bars, Rate to

include supporting reinforcement.
C H254.3 12 mm diameter. t

D H254.4 16mm diameter. t

E H255 Grouting with non-shrink cement grout Grade [C….] as m3

specified into drilled hole. Rate shall include excess
cement required when the grout volume exceeded the
theoretical volume.

F H256 Cut-off piles. Rate to include preparing heads. nr

Pile Test
Rate for pile test deemed to include necessary
equipments, inserts and accessories and others
related works.
G H510 Static load test (maintain load test) on preliminary [….. nr
mm] diameter micro pile up to two times working load of
[…. kN].

H H520 Pile Dynamic Analyzer (PDA) test nr

I H530 Pile integrity test (sonic echo test) nr

J H550 Lateral test nr

K H560 Statnamic test nr

Working Piles
.........mm Diameter Micropile as a working pile.

L H251.1 Boring in earth, up to [… m] for [….] nos. of pile points. m

M H251.2 Boring in earth, raked at inclination of ratio [..:..] for [….] m

nos. of pile points.

N H251.3 Boring through hard layer, up to [….m] for […] nos. of m

pile points.

O H251.4 Boring through hard layer and raked at inclination ratio m

of […. : …..] for [….] nos. of pile points.

P H252.1 Boring through rock, up to [...] for [...] nos. of pile points. m

Q H252.2 Boring through rock and raked at inclination ratio of m

[.. : ..] for [….] nos. of pile points.

Page Total carried to Summary of

Bill No. 8.2

BQ8.2 - 180/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.2 - PILING WORKS (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

A H258 […. mm] thick mild steel permanent casings. Rate to m

include the supply and jointing of casings, driving heads,
and shoes.

B H253 Supply and install [… mm OD x ... mm thick Grade …. m

API pipe].

High tensile reinforcement straight bars. Rate to

include supporting reinforcement.

C H254.1 Nominal diameter up to 20 mm diameter. t

D H254.2 Nominal diameter exceeding 20 mm diameter. t

High tensile reinforcement helical bars, Rate to

include supporting reinforcement.
E H254.3 12 mm diameter. t

F H254.4 16mm diameter. t

G H255 Grouting with non-shrink cement grout Grade [C….] as m3

specified into drilled hole. Rate shall include excess
cement required when the grout volume exceeded the
theoretical volume.

H H256 Cut-off piles. Rate to include preparing heads. nr

Pile Test
Rate for pile test deemed to include necessary
equipments, inserts and accessories and others
related works.
I H510.1 Initial static load test (maintain load test) on […..mm] nr
diameter micro pile up to two times working load of
[…..kN].

J H510.2 Subsequent static load test(maintain load test) on nr

[…..mm] diameter micro pile up to two times working
load of […..kN].

K H520 Pile Dynamic Analyzer (PDA) test nr

L H530 Pile Integrity Test (sonic echo test) nr

M H550 Lateral test nr

N H560 Statnamic test nr

O H570 Bi-Directional static load test on [….mm] diameter bored nr

pile; up to two times working load of [….kN]

Page Total carried to Summary of

Bill No. 8.2

BQ8.2 - 181/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.2 - PILING WORKS (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

…. MM DIAMETER CAISSON PILES

Items for caisson piles shall be deemed to include
temporary casings, stabilising agent, and enlarged
bases.

Plant and Equipment

A H110 Provision of all necessary piling plant and equipment, sum
transportation to the site, handling, assembling, and
removal of the site after completion of operation.

B H120 Moving and handling of all piling plant and equipment sum
within the site and from location to location as often as
is, and whenever necessary for the execution of the
whole piling operation.

C H130.1 Provision of temporary staging for piling work at the sum

banks/abutment of [Sg. ........].

D H130.2 Provision of temporary staging for piling work at the pier sum
of [Sg. .......]

E Preliminary Piles
[…. mm] Diameter Cassion pile as a non working
pile. Location to be proposed by contractor and
approved by S.O.

F H241.1 Excavate in earth, up to [… m] for [….] nos. of pile points. m

G H241.2 Excavete through hard layer, up to [….m] for […] nos. of m

pile points.

H H242 Excavate through rock, up to [….m] for […] nos. of pile m

points.

I H243 […. mm] thick mild steel permanent casings. Rate to m

include the supply and jointing of casings, driving heads,
and shoes.

High tensile reinforcement straight bars. Rate to

include supporting reinforcement and coupler.

J H244.1 Nominal diameter up to 20 mm diameter. t

K H244.2 Nominal diameter exceeding 20 mm diameter t

High tensile reinforcement helical bars, Rate to

include supporting reinforcement.

L H244.3 12 mm diameter. t

M H245.4 16mm diameter. t

N H245 Concreted length with grade [C32/40] as per m

Specification.

Page Total carried to Summary of

Bill No. 8.2

BQ8.2 - 182/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.2 - PILING WORKS (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

Pile Tests
Rate for pile test deemed to include necessary
equipments, inserts and accessories and others
related works.

A H510 Static load test (maintain load test) on preliminary [….. nr

mm] diameter caisson pile up to two times working load
of […. kN].

B H520 Pile Dynamic Analyzer (PDA) test nr

C H530 Pile integrity test (sonic echo test) nr

D H540 Sonic logging test nr

E H550 Lateral test nr

F H560 Statnamic test nr

G H570 Bi-Directional static load test on [….mm] diameter bored nr

pile; up to two times working load of [….kN]

Working Piles
[…. mm] diameter bored piles as working piles.

H H241.1 Excavate in earth, up to [… m] for [….] nos. of pile points. m

I H241.2 Excavete through hard layer, up to [….m] for […] nos. of m

pile points.

J H242 Excavate through rock, up to [….m] for […] nos. of pile m

points.

K H243 […. mm] thick mild steel permanent casings. Rate to m

include the supply and jointing of casings, driving heads,
and shoes.

High tensile reinforcement straight bars. Rate to

include supporting reinforcement.

L H244.1 Nominal diameter up to 20 mm diameter. t

M H244.2 Nominal diameter exceeding 20 mm diameter t

High tensile reinforcement helical bars, Rate to

include supporting reinforcement.

N H244.3 12 mm diameter. t

O H244.4 16mm diameter. t

P H245 Concreted length with grade [C32/40] as per m

Specification.

Page Total carried to Summary of

Bill No. 8.2

BQ8.2 - 183/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.2 - PILING WORKS (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

Pile Tests
Rate for pile test deemed to include necessary
equipments, inserts and accessories and others
related works.
A H510.1 Initial static load test (maintain load test) on […..mm] nr
diameter caisson pile up to two times working load of
[…..kN].

B H510.2 Subsequent static load test (maintain load test) on nr

[…..mm] diameter caisson pile up to two times working
load of […..kN].

C H520 Pile Dynamic Analyzer (PDA) test nr

D H530 Pile integrity test (sonic echo test) nr

E H540 Sonic logging test nr

F H550 Lateral test nr

G H560 Statnamic test nr

H H570 Bi-Directional static load test on [….mm] diameter bored nr

pile; up to two times working load of [….kN]

Page Total carried to Summary of

Bill No. 8.2

BQ8.2 - 184/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.2 - PILING WORKS (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

........MM DIAMETER PRECAST PRESTRESSED

CONCRETE SPUN PILES (CLASS : A/B/C)*

Plant and Equipment

A H110 Provision of all necessary piling plant and equipment, sum
transportation to the site, handling, assembling, and
removal of the site after completion of operation.

B H120 Moving and handling of all piling plant and equipment sum
within the site and from location to location as often as
is, and whenever necessary for the execution of the
whole piling operation.

C H130.1 Provision of temporary staging for piling work at the sum

banks/abutment of [Sg. ........].

D H130.2 Provision of temporary staging for piling work at the pier sum
of [Sg. .......]

Preliminary Pile
[ ... mm] diameter Precast Prestressed concrete
piles (spun piles) as a non working pile (Class
A/B/C)*. Location to be proposed by contractor and
approved by S.O.

E H271.1 Supply initial pile with [..…] shoes of [ ... m] length. nr

F H271.2 Supply extension pile of [ … m] length. nr

G H272.1 Depth driven using hydraulic method. m

H H272.2 Depth driven raked at inclination ratio of [… :….] using m

hydraulic method.

I H272.3 Depth driven using jack - in method. m

J H273 Pre-boring of [ … m] length. m

K H274 Jointing with butt weld including steel plate all round as nr
shown in Drawing.

Grade C32/40 Concrete

L H275 Filling in pile hollow section as specified. Rate shall be nr
deemed to include removal of materials from within the
piles before concreting.

M H276 Cut-off piles. Rate to include preparing heads. nr

Pile Test
Rate for pile test deemed to include necessary
equipments, inserts and accessories and others
related works.

N H510 Static load test (maintain load test) on preliminary [….. nr

mm] diameter spun pile up to two times working load of
O H520 [….
Pile kN].
Dynamic Analyzer (PDA) test nr

Page Total carried to Summary of

Bill No. 8.2

BQ8.2 - 185/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.2 - PILING WORKS (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

A H550 Lateral test nr

B H560 Statnamic test nr

C H570 Bi-Directional static load test on [….mm] diameter bored nr

pile; up to two times working load of [….kN]

Working Pile
[ ... mm] diameter Precast Prestressed concrete
piles (spun piles) as a working pile. (Class A/B/C)*

D H271.1 Supply initial pile with (…) shoes of [ ... m] length. nr

E H271.2 Supply extension pile of [ … m] length. nr

F H272.1 Depth driven using hydraulic method. m

G H272.2 Depth driven raked at inclination ratio of [… : ...] using m

hydraulic method

H H272.3 Depth driven using jack - in method. m

I H273 Pre-boring of [ … m] length. m

J H274 Jointing with butt weld including steel plate all round as nr
shown in Drawing.

Grade C32/40 Concrete

K H275 Filling in pile hollow section as specified.Rate shall be nr
deemed to include removal of materials from within the
piles before concreting.

L H276 Cut-off piles. Rate to include preparing heads. nr

Pile Test
Rate for pile test deemed to include necessary
equipments, inserts and accessories and others
related works.

M H510.1 Initial static load test (maintain load test) on […..mm] nr

diameter spun pile up to two times working load of
[….kN]

N H510.2 Subsequent static load test (maintain load test), on nr

[….mm] diameter spun pile up to two times working load
of […. kN]

O H520 Pile Dynamic Analyzer (PDA) test nr

P H550 Lateral test nr

Q H560 Statnamic test nr

R H570 Bi-Directional static load test on [….mm] diameter bored nr

pile; up to two times working load of [….kN]

Page Total carried to Summary of

Bill No. 8.2

BQ8.2 - 186/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.2 - PILING WORKS (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

......MM X ......MM PRECAST REINFORCED

CONCRETE PILES (R.C PILES)

Plant and Equipment

A H110 Provision of all necessary piling plant and equipment, sum
transportation to the site, handling, assembling, and
removal of the site after completion of operation.

B H120 Moving and handling of all piling plant and equipment sum
within the site and from location to location as often as
is, and whenever necessary for the execution of the
whole piling operation.

C H130.1 Provision of temporary staging for piling work at the sum

banks/abutment of [Sg. ........].

D H130.2 Provision of temporary staging for piling work at the pier sum
of [Sg. .......]

Preliminary Pile
......mm x ........mm Precast Reinforced Concrete
Piles (R.C Piles) as a non working pile. Location to
be proposed by contractor and approved by S.O.

E H261.1 Supply initial pile with (…) shoes of [ ... m] length. nr

F H261.2 Supply extension piles of [... m] length. nr

G H262.1 Depth driven using hydraulic method. m

H H262.2 Depth driven raked at inclination ratio of […:..] using m

hydraulic method

I H262.3 Depth driven using jack - in method. m

J H264 Jointing with butt weld all round as shown in Drawing nr

K H266 Cut-off piles. Rate to include preparing heads. nr

Pile Test
Rate for pile test deemed to include necessary
equipments, inserts and accessories and others
related works.
L H510 Static load test (maintain load test) on preliminary nr
[.....mm x ......mm] Precast Reinforced Concrete Pile up
to two times working load of […. kN]

M H520 Pile Dynamic Analyzer (PDA) test nr

N H550 Lateral test nr

O H560 Statnamic test nr

Page Total carried to Summary of

Bill No. 8.2

BQ8.2 - 187/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.2 - PILING WORKS (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

A H570 Bi-Directional static load test on [….mm] diameter bored nr

pile; up to two times working load of [….kN]

Working Pile
......mm x ........mm Precast Reinforced Concrete
Piles (R.C Piles) as a working pile

B H261.1 Supply initial pile with (…) shoes of [ ... m] length nr

C H261.2 Supply extension piles of [... m] length. nr

D H262.1 Depth driven using hydraulic method. m

E H262.2 Depth driven raked at inclination ratio of [… :….] using m

hydraulic method

F H262.3 Depth driven using jack - in method. m

G H264 Jointing with butt weld all round as shown in Drawing nr

H H266 Cut-off piles. Rate to include preparing heads. nr

Pile Test
Rate for pile test deemed to include necessary
equipments, inserts and accessories and others
related works.

I H510.1 Initial static load test (maintain load test) on [.....mm nr

x ......mm] precast reinforced concrete piles up to two
times working load of [….. kN]

J H510.2 Subsequent static load test (maintain load test) , on nr

[.....mm x ......mm] precast reinforced concrete piles up
to two times working load of [….. kN]

K H520 Pile Dynamic Analyzer (PDA) test nr

L H550 Lateral test nr

M H560 Statnamic test nr

N H570 Bi-Directional static load test on [….mm] diameter bored nr

pile; up to two times working load of [….kN]

Page Total carried to Summary of

Bill No. 8.2

BQ8.2 - 188/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.2 - PILING WORKS (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

GRADE ...... : ........mm x .......mm x .......kg/m STEEL

H-PILE
Items for Steel H-piles shall be deemed to include
cathodic protection using the impressed current
system as per Specification. Rate shall be include
concrete infill where applicable and others related
work.

Plant and Equipment

A H110 Provision of all necessary piling plant and equipment, sum
transportation to the site, handling, assembling, and
removal of the site after completion of operation.

B H120 Moving and handling of all piling plant and equipment sum
within the site and from location to location as often as
is, and whenever necessary for the execution of the
whole piling operation.

C H130.1 Provision of temporary staging for piling work at the sum

banks/abutment of [Sg. ........].

D H130.2 Provision of temporary staging for piling work at the pier sum
of [Sg. .......]

Preliminary Pile
Grade [...... : ........mm x .......mm x .......kg/m] Steel H-
Pile as a non working pile. Location to be proposed
by contractor and approved by S.O

E H281.1 Supply initial pile with [..…).]shoes and metal filled nr

primer of [ ... m] length

F H281.2 Supply extension piles of [….m] length. nr

G H282.1 Depth driven using hydraulic method. m

H H282.2 Depth driven raked at inclination ratio of […:..] using m

hydraulic method.

I H282.3 Depth driven using jack - in method. m

J H283 Pre-boring of [ … m] length. m

Grade C32/40 Concrete

K H284 Filling in pile hollow section as specified. Rate shall be nr
deemed to include removal of materials from within the
piles before concreting.

L H286 Jointing with welded splices plate as shown in Drawing nr

M H285 Cut-off piles. Rate to include preparing heads. nr

Page Total carried to Summary of

Bill No. 8.2

BQ8.2 - 189/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.2 - PILING WORKS (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

Pile Test
Rate for pile test deemed to include necessary
equipments, inserts and accessories and others
related works.
A H510 Static load test (maintain load test) on preliminary nr
[.....mm x ......mm] Steel H-Pile up to two times working
load of […. kN]

B H520 Pile Dynamic Analyzer (PDA) test nr

C H550 Lateral test nr

D H560 Statnamic test nr

E H570 Bi-Directional static load test on [….mm] diameter bored nr

pile; up to two times working load of [….kN]

Working Pile
Grade [...... : ........mm x .......mm x .......kg/m] Steel H-
Piles as a working pile
F H281.1 Supply initial steel H-piles with pile shoes and metal nr
filled primer of [... m] length

G H281.2 Supply extension steel H-piles of [... m] length. nr

H H282.1 Depth driven using hydraulic method m

I H282.2 Depth driven raked at inclination ratio of […:..] using m

hydraulic method

J H282.3 Depth driven using jack - in method. m

K H283 Pre-boring of [ … m] length. m

Grade C32/40 Concrete

L H284 Filling in pile hollow section as specified. Rate shall be nr
deemed to include removal of materials from within the
piles before concreting.

M H286 Jointing with welded splices plate as shown in Drawing nr

N H285 Cut-off piles. Rate to include preparing heads. nr

Pile Test
Rate for pile test deemed to include necessary
equipments, inserts and accessories and others
related works.
O H510.1 Initial static load test (maintain load test) on steel H-pile nr
up to two times working load of […. kN]

P H510.2 Subsequent static load test (maintain load test), on steel nr

H-pile up to two times working load of […. kN]

Page Total carried to Summary of

Bill No. 8.2

BQ8.2 - 190/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.2 - PILING WORKS (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

A H520 Pile Dynamic Analyzer (PDA) test nr

B H550 Lateral test nr

C H560 Statnamic test nr

D H570 Bi-Directional static load test on [….mm] diameter bored nr

pile; up to two times working load of [….kN]

GRADE ...... : .........mm Diameter x ........mm

x .......kg/m STEEL PIPE PILE

Items for Steel Pipe Pile shall be deemed to include

cathodic protection using the impressed current
system as per Specification

Plant and Equipment

E H110 Provision of all necessary piling plant and equipment, sum
transportation to the site, handling, assembling, and
removal of the site after completion of operation.

F H120 Moving and handling of all piling plant and equipment sum
within the site and from location to location as often as
is, and whenever necessary for the execution of the
whole piling operation.

G H130.1 Provision of temporary staging for piling work at the sum

banks/abutment of [Sg. ........].

H H130.2 Provision of temporary staging for piling work at the pier sum
of [Sg. .......]

Preliminary Pile
Grade [...... : .........mm Diameter x ........mm
x .......kg/m] Steel Pipe Pile as a non working pile.
Location to be proposed by contractor and
approved by S.O.

I H311.1 Supply initial steel pipe piles with pile shoes and metal nr
filled primer of [... m] length

J H311.2 Supply extension steel pipe piles of [... m] length. nr

K H312.1 Depth driven using hydraulic method m

L H312.2 Depth driven raked at inclination ratio of […:..] using m

hydraulic method

M H312.3 Depth driven using jack - in method. m

N H313 Pre-Boring […..m] depth m

Page Total carried to Summary of

Bill No. 8.2

BQ8.2 - 191/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.2 - PILING WORKS (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

Grade C32/40 Concrete

A H314 Filling in pile hollow section as specified. Rate shall be nr
deemed to include removal of materials from within the
piles before concreting.

B H316 Jointing with welded splices plate as shown in Drawing nr

C H315 Cut-off piles. Rate to include preparing heads. nr

Pile Test
Rate for pile test deemed to include necessary
equipments, inserts and accessories and others
related works.
D H510 Static load test (maintain load test) on preliminary Steel nr
Pipe Pile up to two times working load of [….. kN]

E H520 Pile Dynamic Analyzer (PDA) test nr

F H550 Lateral test nr

G H560 Statnamic test nr

H H570 Bi-Directional static load test on [….mm] diameter bored nr

pile; up to two times working load of [….kN]

Working Pile
Grade [...... : .........mm Diameter x ........mm
x .......kg/m] Steel Pipe Pile as a working pile
I H311.1 Supply initial steel pipe piles with pile shoes and metal nr
filled primer of [... m] length.

J H311.2 Supply extension steel pipe piles of [... m] length. nr

K H312.1 Depth driven using hydraulic method m

L H312.2 Depth driven raked at inclination ratio of […:..] using m

hydraulic method

M H312.3 Depth driven using jack - in method. m

N H313 Pre-Boring […..m] depth m

Grade C32/40 Concrete

O H314 Filling in pile hollow section as specified. Rate shall be nr
deemed to include removal of materials from within the
piles before concreting.

P H316 Jointing with welded splices plate as shown in Drawing nr

Q H315 Cut-off piles. Rate to include preparing heads. nr

Page Total carried to Summary of

Bill No. 8.2

BQ8.2 - 192/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.2 - PILING WORKS (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)
Pile Test
Rate for pile test deemed to include necessary
equipments, inserts and accessories and others
related works.
A H510.1 Initial static load test (maintain load test) on steel pipe nr
pile up to two times working load of […. kN.]

B H510.2 Subsequent static load test (maintain load test), on nr

steel pipe pile up to two times working load of […. kN].

C H520 Pile Dynamic Analyzer (PDA) test nr

D H550 Lateral test nr

E H560 Statnamic test nr

F H570 Bi-Directional static load test on [….mm] diameter bored nr

pile; up to two times working load of [….kN]

Page Total carried to Summary of

Bill No. 8.2

BQ8.2 - 193/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.2 - PILING WORKS (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

Summary of Bill No. 8.2 - Piling Works

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Total of Bill No. 8.2 carried to Summary Of Bill No.8

BQ8.2 - 194/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.3 - SUB STRUCTURE (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

TEMPORARY WORKS

Cofferdams
A A523.1 Allow for provision of all labours, plants, material etc for sum
the design and construction of cofferdams including
excavation, handling, disposal of excavated spoils and
debris, dewatering, shoring, levelling, driving, allowing
for access way platform, staging and all other necessary
works for the purpose of construction of abutments
and/or* piers and removal of all temporary works upon
bridge completion. Shop drawing shall be endorsed by
Professional Engineer with Practising Certificate (PEPC)
to be submitted and approved by S.O.. It shall also to
include:-

a) Supply, construct and maintain temporary cofferdams

including interlocking sheet pile, walling and strutting,
and other related works.
b) Supply, construct and maintain pumping and
dewatering during construction period
c) Removal of and reinstatement of the site upon
completion

Temporary Working Platform

B A529 Allow for provision of all labours, plants, material etc for sum
the design and construction of temporary working
platform including excavation, handling, dewatering,
disposal of excavated spoils and debris, shoring,
levelling, driving, allowing for access way platform,
staging and all other necessary works for the purpose of
construction of abutments and/or* piers and removal of
all temporary works upon bridge completion. Shop
drawing shall be endorsed by Professional Engineer
with Practising Certificate (PEPC) to be submitted and
approved by S.O. It shall also to include:

a) Supply, construct and maintain temporary working

platform including access, safety equipment and
apparatus/protection, platform structure, decking,
platform accessory, and other related works.
b) Safety nettings and catch platform.
c) Removal of and reinstatement of the site upon
completion.

Page Total carried to Summary of

Bill No. 8.3

BQ8.3 - 195/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.3 - SUB STRUCTURE (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

ABUTMENTS

Earthwork

Cut to Fill
Excavation in cut shall be deemed to include
trimming and preparation of excavated surface and
transportation from source to place of fill or
disposal

A F121 Excavate in earth material from original ground level m3

B F122 Excavate in natural hard material from original ground

m3
level

C F123.1 Excavate in rock material by controlled blasting m3

D F123.2 Excavate in rock material by hydraulic rock breaker

m3

E F123.3 Excavate in rock material by pneumatic tools m3

Cut and Dispose

Excavation in cut shall be deemed to include
trimming and preparation of excavated surface and
transportation from source to place of fill or
disposal.

F F131 Excavate in earth material to disposal site approved by m3

the S.O. outside of boundary - contractor dump site

G F132 Excavate in natural hard material from original ground

level to disposed site approved by the S.O outside of m3
boundary- contractor dump site

H F133.1 Excavate in rock by controlled blasting to disposal site m3

approved by the S.O.

I F133.2 Excavate in rock material by hydraulic rock breaker to m3

disposal site approved by the S.O.

J F133.3 Excavate in rock material by pneumatic tools to disposal m3

site approved by the S.O.

K F135 Excavate in unsuitable material as per specification to m3

disposal site approved by the S.O.

Page Total carried to Summary of

Bill No. 8.3

BQ8.3 - 196/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.3 - SUB STRUCTURE (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

Filling
The following items for filling shall include
compaction, testing and confirmation material and
additional filling necessitated by settlement or
penetration into underlying material as applicable.

A F341 Using suitbale excavated material as per Specification m3

B F342.1 Imported material from Contactor's own source as per m3

Specification

C F342.2 Imported material from borrow pit as shown in the m3

drawing as per Specification

D F342.3 Imported river sand material from contractors own m3

source as per Specification

E F342.4 Imported mining material from contractors own source m3

as per Specification

F F342.5 Imported material well - graded granular backfill m3

material (crushed aggregate) behind abutment from
contractors own source as per Specification.

Grouted Stone Pitching Steps

Hand rail
Item for hand rail shall be deemed to include fixing
to other work, supply of fixing components, and
drilling or cutting of other work.

G L240.1 Galvanised mild steel handrail of […..mm] diameter m

tubular section of [….mm] thickness and […...mm] high.

H L240.2 Galvanised mild steel handrail of [.....mm x .....mm m

x .....mm] thickness and […mm] high.

I L240.3 Galvanised mild steel handrail post of [.....mm x .....mm m

x .....mm] thickness and […mm] high.

Grade C16/20 Concrete

J I122 Mass concrete 300 mm thick footing for pitching steps. m3

Masonry Step
K J390 Natural stone masonry jointed in (1:3) cement motar m2
flush pointed for step. Rate shall be deemed to include
fair facing finish.

L F312 Imported material – mining / river sand material as per m3

Specification for sand bedding for masonry step.

Page Total carried to Summary of

Bill No. 8.3

BQ8.3 - 197/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.3 - SUB STRUCTURE (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)
Gabion
Rate shall be deemed to include geofabric filter
material terrain 1000 or equivalent.

A G211.1 [2.0 m x 1.0 m x 1.0 m] rock-filled gabion with PVC- m3

coated wire gauge size of [2.7 mm] as per Specification
and as shown in the drawing.

B G211.2 [2.0 m x 1.0 m x 1.0 m] rock-filled gabion with PVC- m3

coated wire gauge size of [2.7 mm] as per Specification
and as shown in the drawing. Rate to include for laying
underwater.

C G212 Rock-filled gabion mattress, [300mm] thick with PVC- m2

coated wire gauge as per Specification and shown in
the drawing.

Subsurface Drains
Item for subsurface drains shall be deemed to
include geotextiles fabric, lining, and filter material.

D Q310 Subsoil drains; [….mm deep x ….mm wide]; [….mm m

diameter HDPE perforated pipe including aggregate (20
mm – 40 mm) wrapped with geotextiles filter.

E Q320 Outlet drains; [….mm] diameter UPVC pipe including m

fittings. Rate to include bends, filter fabric and concrete
surround.

Permeable Layer

F R219.1 Shredded tyre fill consisting of 50% tyre chip and 50% of m3
sand as per specification.

G R211 [300mm] thick permeable layer comprising of [20mm- m2

40mm] crushed stone as per Specification.

Grade C12/15 Concrete

H I111.1 50mm thick Lean concrete blinding m2

Bituminous / Coal Tar Paint Coating **

Prepare and apply two (2) coats of bituminous / coal
tar paint ** to:

I N631 Exposed surfaces: Smooth concrete surfaces of class m2

F2 of abutment and wingwalls.

J N641 Buried surfaces: Rough concrete surfaces of class F1 of m2

abutment, wingwalls and approach slab.

K G580 Supply and lay geogrid or equivalent in according to m2

Drawing.

Page Total carried to Summary of

Bill No. 8.3

BQ8.3 - 198/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.3 - SUB STRUCTURE (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

In Situ Concrete Design Mix For Abutment, Wing

walls, Parapet Wall and Approach Slab
Rate for in situ concrete designed mix shall be deemed
to include placing and compaction of concrete

Grade C12/15 Concrete

A I111.2 Lean concrete blinding, [50 mm] thick [to approach slab]. m2

B I111.3 Lean concrete blinding, [100 mm] thick [to abutment and m2
wing walls].

Grade C32/40 Concrete

C I172 Reinforced concrete at bridge abutment, wing walls, m3
parapet wall and approach slab.

Formwork For Abutment, Wing walls, Parapet Wall

and Approach Slab.
Rate for formwork shall be deemed to include the
projections and intrusions and any temporary
staging required.

Sides and Soffit

D I531.1 F1: Rough finish for buried surfaces of abutment, m2
wingwalls and approach slab.

E I531.2 F2: Fair finish for exposed surfaces of abutment, m2

wingwalls and approach slab.

F I531.3 F3: Smooth finish for exposed surfaces for parapet wall m2

Reinforcement For Abutment, Wing walls, Parapet

Wall and Approach Slab.
Rate for reinforcement shall be deemed to include
labour for cutting, bending, and placing.

High Tensile Bars

G I623 Nominal diameter: 10 mm. t

H I624 Nominal diameter: 12 mm. t

I I625 Nominal diameter: 16 mm. t

J I626 Nominal diameter: 20 mm. t

K I627 Nominal diameter: 25 mm. t

L I628.1 Nominal diameter: 32 mm. t

M I628.2 Nominal diameter: larger than 32 mm. Rate to include t

provision of coupler joint

Page Total carried to Summary of

Bill No. 8.3

BQ8.3 - 199/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.3 - SUB STRUCTURE (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

A I716 Dowels bar – plain, [... mm diameter x ... mm long] high nr

tensile bars at [... mm] centres to (……) at approach
slab

B I717 Dowels bar – sleeved and capped, [... mm diameter x ... nr

mm long] high tensile bars at [... mm] centres to (……)
at diaphragm/shear key.

PIERS

Earthwork

Cut and Dispose

Excavation in cut shall be deemed to include
trimming and preparation of excavated surface and
transportation from source to place of fill or
disposal.

C F131 Excavate in earth material to disposal site approved by m3

the S.O.

D F132 Excavate in natural hard material from original ground

level to disposed site approved by the S.O. m3

E F133.1 Excavate in rock by controlled blasting to disposal site m3

approved by the S.O.

F F133.2 Excavate in rock material by hydraulic rock breaker to m3

disposal site approved by the S.O.

G F135 Excavate in unsuitable material to disposal site m3

approved by the S.O.

Filling
The following items for filling shall include
compaction and additional filling necessitated by
settlement or penetration into underlying material as
applicable.

H F341 Using suitable excavated material as per Specification. m3

I F342.1 Imported material from Contactor's own source as per m3

Specification

J F342.2 Imported material from borrow pit as shown in the m3

drawing as per Specification.

Page Total carried to Summary of

Bill No. 8.3

BQ8.3 - 200/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.3 - SUB STRUCTURE (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

In Situ Concrete Design Mix For Pier and Pier Head

Rate for in situ concrete designed mix shall be

deemed to include placing and compaction of
concrete.

Grade C12/15 Concrete

A I111.1 Lean concrete blinding, [50 mm] thick [to piers]. m2

Grade C32/40 Concrete

B I174 Reinforced concrete to piers and piers cross head. m3

Grade C40/50 Concrete

C I184 Reinforced concrete to piers and piers cross head. m3

Grade C45/55 Concrete

D I194.1 Reinforced concrete to piers and piers cross head. m3

Grade C50/60 Concrete

E I194.2 Reinforced concrete to piers and piers cross head. m3

Formwork For Pier and Pier Head

Rate for formwork shall be deemed to include the
projections and intrusions and any temporary
staging required.

Sides and Soffit

F I531.1 F1: rough finish for buried surfaces of Pile caps. m2

G I531.3 F3: smooth finish to piers and pier head m2

Reinforcement For Pier and Pier Head

Rate for reinforcement shall be deemed to include
labour for cutting, bending and placing.
High Tensile Bars
H I623 Nominal diameter: 10 mm. t

I I624 Nominal diameter: 12 mm. t

J I625 Nominal diameter: 16 mm. t

K I626 Nominal diameter: 20 mm. t

L I627 Nominal diameter: 25 mm. t

M I628.1 Nominal diameter: 32 mm. t

N I628.2 Nominal diameter: larger than 32 mm. Rate to include t

provision of coupler joint

O I716 Dowels bar – plain, [... mm diameter x ... mm long] high nr

tensile bars at [... mm] centres to (……) at approach
slab

P I717 Dowels bar – sleeved and capped, [... mm diameter x ... nr

mm long] high tensile bars at [... mm] centres to (……)
at diaphragm/shear key.

Page Total carried to Summary of

Bill No. 8.3

BQ8.3 - 201/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.3 - SUB STRUCTURE (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

POST-TENSIONED PRECAST PIER COLUMN

Temporary Work

A A539.5 Provision of temporary works for the beam launching sum

including all necessary plant and equipment, crane,
temporary platform, mobilisation and demobilisation of
equipment to site and installation, handling, assembling
and others related works and removal off the site after
completion of the operation of beam launching. Rate
shall be deemed to include the provision of facility and
their continuing operation and maintenance.

Precast Concrete Piers Column

Item for supply and erection of precast concrete
shall be deemed to include reinforcement,
formwork, joints, and finishes; and items for
prestressed precast units shall include
prestressing.
Rate for prestressing shall be deemed to include
tendon, ducts, jacking, grouting, anchorage and
other components and tasks ancillary to
prestressing.

B I460.1 [C40/50] prestressed post-tensioned pier, [….-section nr

…. m long] as per Drawing.

C I460.2 [C45/55] prestressed post-tensioned pier, [….-section nr

…. m long] as per Drawing.

POST-TENSIONED PRECAST PIER HEAD

Temporary Work

D A539.5 Provision of temporary works for the beam launching sum

including all necessary plant and equipment, crane,
temporary platform, mobilisation and demobilisation of
equipment to site and installation, handling, assembling
and others related works and removal off the site after
completion of the operation of beam launching. Rate
shall be deemed to include the provision of facility and
their continuing operation and maintenance.

Page Total carried to Summary of

Bill No. 8.3

BQ8.3 - 202/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.3 - SUB STRUCTURE (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

Precast Pier Cross Head

Item for supply and erection of precast concrete
shall be deemed to include reinforcement,
formwork, joints, and finishes; and items for
prestressed precast units shall include
prestressing.
Rate for prestressing shall be deemed to include
tendon, ducts, jacking, grouting, anchorage and
other components and tasks ancillary to
prestressing.

A I460.1 [C40/50] prestressed post-tensioned pier cross head, nr

[….-section …. m long] as per Drawing.

B I460.2 [C45/55] prestressed post-tensioned pier cross head, nr

[….-section …. m long] as per Drawing.

Page Total carried to Summary of

Bill No. 8.3

BQ8.3 - 203/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.3 - SUB STRUCTURE (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)
Summary of Bill No. 8.3 - Substructure

Page BQ8.3- 1/9

Page BQ8.3 - 2/9

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Page BQ8.3 - 4/9

Page BQ8.3 - 5/9

Page BQ8.3 - 6/9

Page BQ8.3 - 7/9

Page BQ8.3 - 8/9

Page BQ8.3 - 9/9

Total of Bill No. 8.2 carried to Summary Of Bill No.8

BQ8.3 - 204/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.4 - SUPER STRUCTURE (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

STEEL BEAM

Temporary Works For Beam Lauching

A A539.1 Provision of temporary works for the beam launching sum
including all necessary plant and equipment, crane,
temporary platform, mobilisation and demobilisation of
equipment to site and installation, handling, assembling
and others related works and removal off the site after
completion of the operation of beam launching. Rate
shall be deemed to include the provision of facility and
their continuing operation and maintenance.

Deflection Control
B A539.5 Provision of deflection control data/curve throughout the sum
duration of the operation

Steel Beam
Item for supply and erection of structural members
shall be deemed to include
a) delivery, protective and decorative surface
treatment, jointing type, fabrication, handling and
hoisting
b) welded connections, together with gusset and
end plates
c) bolted connections using bolts of nominal
diameter less than 16mm, together with gusset and
end plates
d) non-destructive testing as per Specification.

Hot-Rolled Sections
B L112.1 […. mm x …. mm x …. kg/m] mild steel universal beam t

C L112.2 […. mm x …. mm x …. kg/m] mild steel diaphragm t

D L112.3 [.....mm thick .....kg/m mild steel stiffener plate] t

E L115.1 [.....mm thick .....kg/m mild steel plate] t

F L115.2 [.....mm thick .....kg/m mild steel base plate] t

G L116 Shear connector as shown in Drawing No. (…..) t

Page Total carried to Summary of

Bill No. 8.4

BQ8.4 - 205/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.4 - SUPER STRUCTURE (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

Built-up or Fabricated Sections

Rate shall be include bracings, purlins, cladding
rails and struts.

A L136.1 Site splice for girder beam complete with HSFG bolt, t
cover plates, washers all in accordance with the
Specification and as shown in the Drawing.

B L136.2 Site connection for bracing diaphragm system complete t

with HSFG bolt, cover plates, washers all in accordance
with the Specification and as shown in the Drawing.

Coating
Item for coating shall be deemed to include
preparation of surfaces , "blast clean", application
of base primer/sealer required before coating and
all necessary temporary staging. The bridge steel
work shall be erected, adjusted and completed the
required position to the lines and levels specified.

Rate for painting of metal shall be deemed to

include painting the surfaces of connecting plates,
brackets, rivets, bolts, nuts and similar projection,
including weld testing requirements.

C N313.1 Apply prime coat to all exposed surfaces of structural nr

steelwork with zinc primer to a minimum dry thickness of
[100] microns.

D N313.2 Apply two layers to all exposed surfaces of structural nr

steelwork with High Build Epoxy with [125] microns dry
film thickness.

E N513 Apply polyurethene to all exposed surfaces of structural nr

steelwork with High Build Epoxy with [50] microns dry
film thickness.

Testing

F A322.1 Testing of materials comfirming to BS 5400 : Part 6: sum

1980 (At least one test for each type of section) as per
Specification.

G A322.2 Testing to welding including Radiografic test conforming sum

to BS 5400 : Part 6: 1980.

a) All transverse butt welds in tension flanges.

b) 10% of the length of longitudinal butt welds in
tensile flanges.
c) 5% of the length of longitudinal and transverse
butt welds in tensile flanges.
d) All transverse butt welds in webs adjacent to
tension flanges as specified by the engineer.

Page Total carried to Summary of

Bill No. 8.4

BQ8.4 - 206/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.4 - SUPER STRUCTURE (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

PRE-TENSIONED/POST-TENSIONED**
PRESTRESSED BEAMS

Temporary Works For Beam Lauching

A A539.1 Provision of temporary works for the beam launching sum
including all necessary plant and equipment, crane,
temporary platform, mobilisation and demobilisation of
equipment to site and installation, handling, assembling
and others related works and removal off the site after
completion of the operation of beam launching. Rate
shall be deemed to include the provision of facility and
their continuing operation and maintenance.

Prestressed Beams
Item for supply and erection of precast concrete
shall be deemed to include concrete, reinforcement,
formwork, joints and finishes; and items for
prestressed precast units shall include
prestressing.

Rate for prestressing shall be deemed to include

tendon, ducts, jacking, grouting, anchorage and
other components and tasks ancillary to
prestressing.

B I430.1 [Grade …….] prestressed pre-tensioned beam, [….- nr

section …. m long] as per Drawing and Specification.

C I430.2 [Grade …….] prestressed post-tensioned beam, [….- nr

section …. m long] as per Drawing and Specification.

D I721.2 Transverse prestressing cables for diaphragms as per nr

Drawing and Specification.

Page Total carried to Summary of

Bill No. 8.4

BQ8.4 - 207/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.4 - SUPER STRUCTURE (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

CAST IN SITU BOX GIRDER - INCREMENTAL

LAUNCHING

Temporary Works

Launching Yard
A A539.2 Provision for design, services, construction, sum
maintenance and removal of the site after completion.

Launching Equipment and Plant

B A539.3 Design and supply of incremental launching equipment sum
including mould, accessories, advancement devisers,
mobilisation and demobilisation of equipment to site and
installation, commissioning for the execution of the
whole launching operation and removal off the site after
completion. Shop drawing shall be endorsed by
Professional Engineer with Practising Certificate (PEPC)
to be submitted and approved by S.O..

Deflection Control
C A539.5 Provision of deflection control data/curve throughout the sum
duration of the operation.

Incremental Launch Bridge Deck

In Situ Concrete Design Mix For Box Girder,

Diaphragm and Blister
Rate for in situ concrete designed mix shall be
deemed to include placing and compaction of
concrete.

Grade C45/55 Concrete

D I195.1 Cast in situ box girder [ ….-section …. m long] as per m³
Drawing and Specification.

Grade C50/60 Concrete

E I195.2 Cast in situ box girder [ ….-section …. m long] as per m³
Drawing and Specification.

Formwork
Rate for formwork shall be deemed to include the
projections and intrusions and any temporary
staging required.

Sides and Soffit

F I573.1 F2: fair finish to void in box girder m2

G I573.2 F3 (steel formwork) : fair finish to side and soffit box m2

girder

Page Total carried to Summary of

Bill No. 8.4

BQ8.4 - 208/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.4 - SUPER STRUCTURE (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

Reinforcement
Rate for reinforcement shall be deemed to include
labour for cutting, bending and placing.

High Tensile Bars

A I623 Nominal diameter: 10 mm. t

B I624 Nominal diameter: 12 mm. t

C I625 Nominal diameter: 16 mm. t

D I626 Nominal diameter: 20 mm. t

E I627 Nominal diameter: 25 mm. t

F I628.1 Nominal diameter: 32 mm. t

G I628.2 Nominal diameter: larger than 32 mm. Rate to include t

provision of coupler joint

Prestressing
Rate for prestressing shall be deemed to include
tendon, ducts, jacking, grouting, and other
components and tasks ancillary to prestressing.

J I721.1 To provide longitudinal prestressing horizontal internal nr

tendon, […..] strand,[….] wire standard strand including
prestressing, anchorage, strand, coupler, duct, vent
pipes, stressing and grouting. (Type …….).

K I722.1 To provide longitudinal prestressing inclined internal nr

tendon including prestressing, anchorage, strand,
coupler, duct, vent pipes, stressing and grouting. (Type
…….).

L I721.2 To provide transverse prestressing horizontal internal nr

tendon, […..] strand,[….] wire standard strand including
prestressing, anchorage, strand, coupler, duct, vent
pipes, stressing and grouting. (Type …….).

M I722.2 To provide transverse prestressing inclined internal nr

tendon, […..] strand,[….] wire standard strand including
prestressing, anchorage, strand, coupler, duct, vent
pipes, stressing and grouting. (Type …….).

Page Total carried to Summary of

Bill No. 8.4

BQ8.4 - 209/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.4 - SUPER STRUCTURE (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

Ventilation and Services Holes

A I790.1 Provision of ventilation holes (.......) mm diameter nr
inclusive of removable aluminium screen for the
ventilation holes.

B I790.2 Provision of access opening (....... mm x ….mm) nr

inclusive of galvanised grating for the access cover.

C L136.1 Provide and fix H.D galvanised steel brackets and nr

hangers for M&E services inside the box girders.

D L136.2 Provide and fix H.D galvanised heavy duty door grills nr
complete with weather proof lock.

450mm G.I catladder complete with safety cage as

shown in the Drawing.
E L230.1 a) To abutment wall extending from existing ground to nr
soffit of box girder.

F L230.2 b) To inspection opening from landing to soffit of box nr

girder.

G L220 ….mm width inspection platform at pier as shown in the nr

Drawing.

Page Total carried to Summary of

Bill No. 8.4

BQ8.4 - 210/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.4 - SUPER STRUCTURE (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)
CAST IN-SITU BOX-GIRDER - BALANCE
CANTILEVER

Temporary Works - Launching Equipment And Plant

A A539.4 Allow for the provision of design, services, construction, sum

maintenance and remove upon completion of operation
beam launching. The fixed charge includes all labours,
plants, the material including transportation to the site,
handling, assembling and other related works. Shop
drawing shall be endorsed by Professional Engineer
with Practising Certificate (PEPC) to be submitted and
approved by S.O. It shall also to include:
a) Plant and equipment
b) Formwork traveler equipment and drawings
c) Temporary prestressing
d) Monitoring out of balance moment
e) Moving and handling of all plant and equipment within
the site, from segment to segment as often as is, and
whenever necessary.

Falsework
B A532 Temporary scaffolding support for construction of end sum
section. The fixed charge for temporary works including
design, services, maintenance and removal of the site
upon completion. Shop drawing shall be endorsed by
Professional Engineer with Practising Certificate (PEPC)
to be submitted and approved by S.O..

Deflection Control
C A539.5 Provision of deflection control data/curve throughout the sum
duration of the operation.

Box Girder and Ancillaries

In Situ Concrete Design Mix

Rate for in situ concrete designed mix shall be
deemed to include placing and compaction of
concrete.

Grade C45/55 Concrete

D I195.1 Cast in situ box girder [ ….-section …. m long] as per m3
Drawing and Specification.

Grade C50/60 Concrete

E I195.2 Cast in situ box girder [ ….-section …. m long] as per m3
Drawing and Specification.

Page Total carried to Summary of

Bill No. 8.4

BQ8.4 - 211/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.4 - SUPER STRUCTURE (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

Formwork
Rate for formwork shall be deemed to include the
projections and intrusions and any temporary
staging required.

Sides and Soffit

A I573.1 F2: fair finish to void in box girder m2

B I573.2 F3 (steel formwork) : fair finish to side and soffit box m2

girder

Reinforcement
Rate for reinforcement shall be deemed to include
labour for cutting, bending, and placing.

High Tensile Bars

C I623 Nominal diameter: 10 mm. t

D I624 Nominal diameter: 12 mm. t

E I625 Nominal diameter: 16 mm. t

F I626 Nominal diameter: 20 mm. t

G I627 Nominal diameter: 25 mm. t

H I628.1 Nominal diameter: 32 mm. t

I I628.2 Nominal diameter: larger than 32 mm. Rate to include t

provision of coupler joint

Prestressing
Rate for prestressing shall be deemed to include
tendon, ducts, jacking, grouting, and other
components and tasks ancillary to prestressing.

J I721.1 To provide longitudinal prestressing horizontal internal nr

tendon, […..] strand,[….] wire standard strand including
prestressing, anchorage, strand, coupler, duct, vent
pipes, stressing and grouting. (Type …….).

K I722.1 To provide longitudinal prestressing inclined internal nr

tendon including prestressing, anchorage, strand,
coupler, duct, vent pipes, stressing and grouting. (Type
…….).

L I721.2 To provide transverse prestressing horizontal internal nr

tendon, […..] strand,[….] wire standard strand including
prestressing, anchorage, strand, coupler, duct, vent
pipes, stressing and grouting. (Type …….).

Page Total carried to Summary of

Bill No. 8.4

BQ8.4 - 212/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.4 - SUPER STRUCTURE (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

A I722.2 To provide transverse prestressing inclined internal nr

tendon, […..] strand,[….] wire standard strand including
prestressing, anchorage, strand, coupler, duct, vent
pipes, stressing and grouting. (Type …….).

Ventilation and Services Holes

B I790.1 Provision of ventilation holes (.......) mm diameter nr
inclusive of removable aluminium screen for the
ventilation holes.

C I790.2 Provision of access opening (....... mm x ….mm) nr

inclusive of galvanised grating for the access cover.

D L136.1 Provide and fix H.D galvanised steel brackets and nr

hangers for M&E services inside the box girders.

E L136.2 Provide and fix H.D galvanised heavy duty door grills nr
complete with weather proof lock.

450mm G.I catladder complete with safety cage as

shown in the Drawing.
F L230.1 a) To abutment wall extending from existing ground to nr
soffit of box girder.

G L230.2 b) To inspection opening from landing to soffit of box nr

girder.

H L220 ….mm width inspection platform at pier as shown in the nr

Drawing.

Page Total carried to Summary of

Bill No. 8.4

BQ8.4 - 213/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.4 - SUPER STRUCTURE (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)
PRECAST SEGMENTAL BOX-GIRDER - BALANCE
CANTILEVER

Launching Equipment
A A539.4 Allow for the provision of design, services, construction, sum
maintenance and remove upon completion of operation
beam launching. The fixed charge includes all labours,
plants, the material including transportation to the site,
handling, assembling and other related works. Shop
drawing shall be endorsed by Professional Engineer
with Practising Certificate (PEPC) to be submitted and
approved by S.O. It shall also to include:
a) Plant and equipment
b) Formwork traveller equipment and drawings
c) Temporary prestressing
d) Monitoring out of balance moment
e) Moving and handling of all plant and equipment within
the site, from segment to segment as often as is, and
whenever necessary.

Falsework
B A532 Temporary scaffolding support for construction of end sum
section. The fixed charge for temporary works including
design, services, maintenance and removal of the site
upon completion. Shop drawing shall be endorsed by
Professional Engineer with Practising Certificate (PEPC)
to be submitted and approved by S.O..

Deflection Control
C A539.5 Provision of deflection control data/curve throughout the sum
duration of the operation.

Page Total carried to Summary of

Bill No. 8.4

BQ8.4 - 214/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.4 - SUPER STRUCTURE (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

Prestressed Segmental Box Girder and Ancillaries

Precast Concrete
Item for supply and erection of precast concrete
shall be deemed to include reinforcement,
formwork, joints and finishes; and items for
prestressed precast units shall include
prestressing.

Rate for prestressing shall be deemed to include

tendon, ducts, jacking, grouting, anchorage and
other components and tasks ancillary to
prestressing.

A I460.1 Segmental units with dimensions as shown in Drawing nr

No. (……) (Type .......)

B I460.2 Segmental units with dimensions as shown in Drawing nr

No. (……) (Type ......)

C I721.1 To provide longitudinal prestressing horizontal internal nr

tendon, […..] strand,[….] wire standard strand including
prestressing, anchorage, strand, coupler, duct, vent
pipes, stressing and grouting. (Type …….).

D I722.1 To provide longitudinal prestressing inclined internal nr

tendon including prestressing, anchorage, strand,
coupler, duct, vent pipes, stressing and grouting. (Type
…….).

E I721.2 To provide transverse prestressing horizontal internal nr

tendon, […..] strand,[….] wire standard strand including
prestressing, anchorage, strand, coupler, duct, vent
pipes, stressing and grouting. (Type …….).

F I722.2 To provide transverse prestressing inclined internal nr

tendon, […..] strand,[….] wire standard strand including
prestressing, anchorage, strand, coupler, duct, vent
pipes, stressing and grouting. (Type …….).

Page Total carried to Summary of

Bill No. 8.4

BQ8.4 - 215/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.4 - SUPER STRUCTURE (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)
Ventilation and Services Holes
B I790.1 Provision of ventilation holes (.......) mm diameter nr
inclusive of removable aluminium screen for the
ventilation holes.

C I790.2 Provision of access opening (....... mm x ….mm) nr

inclusive of galvanised grating for the access cover.

D L136.1 Provide and fix H.D galvanised steel brackets and nr

hangers for M&E services inside the box girders.

E L136.2 Provide and fix H.D galvanised heavy duty door grills nr
complete with weather proof lock.

450mm G.I catladder complete with safety cage as

shown in the Drawing.
F L230.1 a) To abutment wall extending from existing ground to nr
soffit of box girder.

G L230.2 b) To inspection opening from landing to soffit of box nr

girder.

H L220 ….mm width inspection platform at pier as shown in the nr

Drawing.

Page Total carried to Summary of

Bill No. 8.4

BQ8.4 - 216/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.4 - SUPER STRUCTURE (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

IN SITU VOIDED SLAB, SPINE BEAM, PRECAST/RC

BEAM

Falsework
A A532 Temporary scaffolding support for construction of end sum
section. The fixed charge for temporary works including
design, services, maintenance and removal of the site
upon completion. Shop drawing shall be endorsed by
Professional Engineer with Practising Certificate (PEPC)
to be submitted and approved by S.O..

Cast In Situ Concrete Design Mix

Rate for in situ concrete designed mix shall be
deemed to include placing and compaction of
concrete.

Grade C32/40 Concrete

B I175 Reinforced concrete for deck structure and diaphragm. m3

Reinforcement
Rate for reinforcement shall be deemed to include
labour for cutting, bending and placing.

High Tensile Bars for deck structure and diaphragm

C I623 Nominal diameter: 10 mm. t

D I624 Nominal diameter: 12 mm. t

E I625 Nominal diameter: 16 mm. t

F I626 Nominal diameter: 20 mm. t

G I627 Nominal diameter: 25 mm. t

H I628.1 Nominal diameter: 32 mm. t

I I628.2 Nominal diameter: larger than 32 mm. Rate to include t

provision of coupler joint

Page Total carried to Summary of

Bill No. 8.4

BQ8.4 - 217/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.4 - SUPER STRUCTURE (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)
Formwork for deck structure and diaphragm
Rate for formwork shall be deemed to include the
projections and intrusions and any temporary
staging required.

Side and Soffit

A I576.1 Permanent formwork of expended polystrene block to m2
form void for the voided deck.

B I576.2 F3 (steel formwork): Smooth finish to deck structure and m2

diaphragm

DECK SLAB AND DIAPHRAGM

For Steel Beam, Pre-tensioned Prestressed Beam
and Post-tensioned Prestressed Beam

Cast in-situ Concrete For Deck Slab and Diaphragm

In Situ Concrete Design Mix

Rate for in situ concrete designed mix shall be
deemed to include placing and compaction of
concrete.

Grade C32/40 Concrete

C I178 Reinforced concrete slabs to [bridge deck] and m3
diaphragm.

Formwork For Deck Slab and Diaphragm

Rate for formwork shall be deemed to include the
projections and intrusions and any temporary
staging required.

Side
D I515 F2: Fair finish to deck slabs and diaphragm. m2

Soffit
E I525 F3: Fair finish to cement board permanent formwork as m2
shown in Drawing

Reinforcement For Deck Slab and Diaphragm

Rate for reinforcement shall be deemed to include
labour for cutting, bending, and placing.

High Tensile Bars

F I623 Nominal diameter: 10 mm. t

G I624 Nominal diameter: 12 mm. t

H I625 Nominal diameter: 16 mm. t

I I626 Nominal diameter: 20 mm. t

Page Total carried to Summary of

Bill No. 8.4

BQ8.4 - 218/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.4 - SUPER STRUCTURE (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

A I627 Nominal diameter: 25 mm. t

B I628 Nominal diameter: 32 mm. t

C I628 Nominal diameter: larger than 32 mm. Rate to include t

provision of coupler joint

STEEL BONDEK
Rate for steel bondek shall be deemed to include
labour, placing and compaction of the bondek.

D L269 1.00 BMT Bondek@II or equivalent m2

PARAPET

Pre New Jersey Parapet

Item for supply and erection of precast concrete
parapet wall shall be deemed to include
reinforcement, connections, joints and accessories
for wall joints.

Precast concrete parapets with concrete grade

C32/40 including reinforcement, anchorage, hooks
etc. with ribbed finish as per drawing.

E I480.1 Type (1) as shown in drawing No. (......) nr

F I480.2 Type (2) as shown in drawing No. (......) nr

G I480.3 Type (3) as shown in drawing No. (......) nr

In-situ Concrete Parapet Wall

In Situ Concrete Design Mix
Rate for in situ concrete designed mix shall be
deemed to include placing and compaction of
concrete.

Grade C32/40 Concrete

H I178 Other concrete forms parapet wall . m3

Formwork
Rate for formwork shall be deemed to include the
projections and intrusions and any temporary
staging required.

Sides
I I514.1 F2: fair finish to walls. m2

J I514.2 F3: smooth finish to walls. m2

Page Total carried to Summary of

Bill No. 8.4

BQ8.4 - 219/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.4 - SUPER STRUCTURE (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

Reinforcement
Rate for reinforcement shall be deemed to include
labour for cutting, bending, and placing.

High Tensile Bars

A I623 Nominal diameter: 10 mm. t

B I624 Nominal diameter: 12 mm. t

C I625 Nominal diameter: 16 mm. t

Handrail and Post On New Jersey Parapet

Item for handrial and post shall be deemed to
include fixing to other work, supply of fixing
components and drilling or cutting of other work.

D L240 (….. mm OD x …. mm thick x …. kg/m) circular hollow m

section galvanised iron handrail and post fixed on
precast concrete parapets wall as shown in drawing No.
(…). Rate to include full assemblies.

METAL PARAPET

Metal Parapet Connection and Joints

Item for handrial and post shall be deemed to
include fixing to other work, supply of fixing
components and drilling or cutting of other work.

Item for supply and erection of metal parapet wall

shall be deemed to include connections, joints and
accessories for wall joints.

Metal parapets wall including anchorage, hooks etc.

with ribbed finish as per drawing.

E L250.1 Type (A - Material) as shown in drawing m

F L250.2 Type (B - Material) as shown in drawing m

G L250.3 Type (C - Material) as shown in drawing m

Page Total carried to Summary of

Bill No. 8.4

BQ8.4 - 220/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.4 - SUPER STRUCTURE (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

In Situ Concrete Parapet Wall

Rate for in situ concrete designed mix shall be
deemed to include placing and compaction of
concrete.

Grade C32/40 Concrete

A I178 Other concrete forms parapet wall . m3

Formwork
Rate for formwork shall be deemed to include the
projections and intrusions and any temporary
staging required.

Sides
B I514.1 F2: fair finish to walls. m2

C I514.2 F3: smooth finish to walls. m2

Reinforcement
Rate for reinforcement shall be deemed to include
labour for cutting, bending, and placing.

High Tensile Bars

D I623 Nominal diameter: 10 mm. t

E I624 Nominal diameter: 12 mm. t

F I625 Nominal diameter: 16 mm. t

BRIDGE BEARING

ELASTOMER LAMINATED RUBBER BEARING

Supply and install the following bearings inclusive
of mortar grout, epoxy mortar and all temporary
work.
G V415 [….mm x ….mm x …. mm thick] elastomer laminated nr
rubber bearing as shown in Drawing No. (…..).

H A322.1 Testing of materials; [......mm x .......mm x .......mm thick nr

Laminated Elastomeric bearings at Rubber Research
Institute of Malaysia all in accordance with BS5400 part
9:1983.

Page Total carried to Summary of

Bill No. 8.4

BQ8.4 - 221/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.4 - SUPER STRUCTURE (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

PLAIN RUBBER BEARING PAD AND PLAIN RUBBER

STRIP

Supply and install the following bearings inclusive

of mortar grout, epoxy mortar and all temporary
work.

A V414.1 [….mm x ….mm x …. mm thick] plain rubber bearing nr

pad as shown in Drawing.

B A322.2 Testing of materials; [......mm x .......mm x .......mm thick nr

plain rubber bearing pad at Rubber Research Institute of
Malaysia all in accordance with BS5400 part 9:1983.

C V414.2 (…mm wide x …mm thick x…….mm length plain rubber nr

strip bearing as shown in Drawing.

D A322.3 Testing of materials; [......mm wide x .......mm thick x nr

……mm length plain rubber strip at Rubber Research
Institute of Malaysia all in accordance with BS5400 part
9:1983.

SINGLE AND MULTIPLE ROLLER BEARING

Supply and install the following bearings inclusive
of mortar grout, epoxy mortar and all temporary
work.

E V411.1 Single roller bearing as shown in drawing. nr

F V411.2 Multiple roller bearing as shown in drawing. nr

G A322.4 Testing of material single/multiple roller bearing all nr

accordance as per specification.

PLANE SLIDING BEARING

Supply and install the following bearings inclusive
of mortar grout, epoxy mortar and all temporary
work.
H V412 Plane sliding bearing as shown in drawing. nr

I A322.5 Testing of material plane sliding bearing all accordance nr

as per specification.

CYLINDRICAL AND ASPERICAL ROCKER BEARING

Supply and install the following bearings inclusive

of mortar grout, epoxy mortar and all temporary
work.

J V413.1 Cylindrical rocker bearing as shown in drawing. nr

K V413.2 Aspherical rocker bearing as shown in drawing. nr

L A322.6 Testing of material plane sliding bearing all accordance nr

as per specification.

Page Total carried to Summary of

Bill No. 8.4

BQ8.4 - 222/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.4 - SUPER STRUCTURE (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

MECHANICAL POT BEARING

Sliding Guided or Free Standing Pot Bearing

(Manufacturer with the necessary ISO certification)
complying to BS5400 section 9.2 : 1983 or to any other
approved code of practice and to manufacturers detail
for handling, installation and epoxy mortar bedding and
internal grouting complete with movement gauge and
provide with bridge inventory card as specified for :

A V416.1 Sliding guided pot bearing as shown in Drawing. nr

B V416.2 Free standing pot bearing (traffic direction) as shown in nr

Drawing.

C V416.3 Free standing pot bearing (opposite traffic direction) as nr

shown in Drawing.

D V416.4 Fixed standing pot bearing as shown in Drawing. nr

E A322.9 Testing of material sliding and/or free standing guided nr

pot bearing (Type ..........) at (…….) all accordance as
per specification.

Temporary Mechanical Bearing

F V426 Temporary mechanical bearing as shown in Drawing nr
No. (…..).(Type ..........as per specification)

Page Total carried to Summary of

Bill No. 8.4

BQ8.4 - 223/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.4 - SUPER STRUCTURE (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

Summary of Bill No. 8.4 - Superstructure

Page BQ8.4 - 1/20

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Page BQ8.4 - 19/20

Total of Bill No. 8.2 carried to Summary Of Bill No.8

BQ8.4 - 224/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.5 - MISCELLANEOUS WORKS (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

EXPANSION JOINTS
Rate for joints shall be deemed to include formwork.

A I713.1 Expansion joints, [...mm wide] to deck slabs. m

B I715.1 Joint filler or joint sealant, [...mm wide] to parapets. m

C I715.2 Joint filler or joint sealant, [... mm wide] to approach m

slabs with joint filler or joint sealant

BRASS PLAQUE
Rate shall be deemed to include fixing cost

D V320 Brass plaque ......mm x ......mm x .......mm thick as nr

shown on the drawing

PROTECTIVE COATING FOR DURABALITY AND

AESTHETICAL
Protective coating shall be deemed to include
preparation of surfaces, application of base
primer/sealer required before painting and all
necessary temporary staging.

The protective coating shall consist of a dual

protective system formed by two coats of silane-
siloxane based primer or equivalent and two coats
of solvent based methacrylate pigmented or
equivalent as the top coat.

E N331.1 External surfaces of abutment, wingwall, approach slab m2

and pier above water

F N331.2 External surfaces of beams, deck slab, diaphragms and m2

parapets

G N341 All exposed underwater surfaces of abutment, wingwall, m2

approach slab and piers

DRAINAGE TO STRUCTURES ABOVE GROUND

Water Down Pipe

Rate for downpipes shall be deemed to include
fixing and supply of fixing components as shown in
drawing.

H Q410.1 […..mm diameter uPVC Class …….] rain water down m

pipes including G.I pipe hanger, metal strip, 'T' joint,
bends, elbow, equal tee, end cap, etc. at ……...mm
centres at deck slab with grating fitting.

Page Total carried to Summary of

Bill No. 8.5

BQ8.5 - 225/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.5 - MISCELLANEOUS WORKS (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

CONNECTION BETWEEN PARAPET AND CABLE PIT

FOR STREET LIGHTING

Unplasticised Polyvinyl Chloride (uPVC) Pipes for

Cabel at Parapet

A O434.1 2 nos 100 mm Unplasticised polyvinyl chloride (uPVC) m

pipes to MS 628, with bell mouth joints encase in
concrete in between bridge parapet and cable pit in
accordance with the drawing.

GI Pipe
B O438 2 nos of 100mm GI pipe complete with duct seal, m
encase in concrete in between bridge parapet and cable
pit in accordance with the drawing.

Cable Pit
C U635 460mm x 460mm x 760mm precast cable pit to be fill nr
with sand in accordance with the drawing.

Unplasticised Polyvinyl Chloride (uPVC) Pipes for

Cabel at Parapet (Type 2)

D O434.2 1 no 100 mm Unplasticised polyvinyl chloride (UPVC) m

pipes to MS 628, with bell mouth joints as per drawing
and Specification.

Opening Cable Access At Parapet Type 2

E O690 Provide 250mm x 250mm opening for cable access in
accordance with the drawing.

Page Total carried to Summary of

Bill No. 8.5

Summary of Bill No. 8.5 -Miscellaneous Works

BQ8.5 - 226/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.5 - MISCELLANEOUS WORKS (ALL PROVISIONAL)

Amount
No Code No. Description Unit Qty Rate (RM)
(RM)

Page BQ8.5 - 1/2

Page BQ8.5 - 2/2

Total of Bill No. 8.2 carried to Summary Of Bill No.8

BQ8.5 - 227/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.6 - CULVERT & VEHICULAR BOX CULVERT (ALL PROVISIONAL)

Amount
No Code No Description Unit Qty Rate (RM)
(RM)

CAST IN-SITU BOX CULVERT & VEHICULAR BOX

CULVERT

TEMPORARY WORKS
A A529 Allow for provision of all labours, plants, material etc for sum
the design and construction of temporary works
including excavation, handling, disposal of excavated
spoils and debris, dewatering, shoring, levelling, driving,
allowing for access way platform, staging and all other
necessary works for the purpose of construction of
culvert and removal of all temporary works upon culvert
completion. Shop drawing shall be endorsed by
Professional Engineer with Practising Certificate (PEPC)
to be submitted and approved by S.O.. It shall also to
include:-

a) Supply, construct and maintain temporary works

including interlocking sheet pile, walling and strutting,
and other related works.
b) Supply, construct and maintain pumping and
dewatering during construction period
c) Removal of and reinstatement of the site upon
completion.

FOUNDATION
Foundation Type : Bedding

A F312.3 Imported material - mining / river sand material as per m3

Specification.

B F312.5 Imported material - granular material (crushed m3

aggregate) as per Specification.

C F312.6 Imported material - gravel, crushed stone or other m3

suitable material as per Specification.

Foundation Type : Cast-in Situ Concrete

In Situ Concrete Design Mix

Rate for in situ concrete designed mix shall be
deemed to include placing and compaction of
concrete.

Grade C12/15 Concrete

D I111.1 Lean concrete blinding, [100 mm] thick to foundation. m2

Grade C20/25 Concrete

E I132 Reinforced concrete to foundation. m3

Grade C25/30 Concrete

F I142 Reinforced concrete to foundation. m3

Page Total carried to Summary of

Bill No. 8.6

BQ8.6 - 1/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.6 - CULVERT & VEHICULAR BOX CULVERT (ALL PROVISIONAL)

Amount
No Code No Description Unit Qty Rate (RM)
(RM)

Formwork
Rate for formwork shall be deemed to include the
projections and intrusions and any temporary
staging required.

Sides and Soffit

A I511 F1: Rough finish to foundation. m2

Reinforcement
Rate for reinforcement shall be deemed to include
labour for cutting, bending, and placing.

High Tensile Bars

B I623 Nominal diameter: 10 mm. t

C I624 Nominal diameter: 12 mm. t

D I625 Nominal diameter: 16 mm. t

E I626 Nominal diameter: 20 mm. t

F I627 Nominal diameter: 25 mm. t

G I628.1 Nominal diameter: 32 mm. t

Mild Steel Bars

H I614 Nominal diameter: up to 12 mm. t

I I615 Nominal diameter: 16 mm above t

BRC Reinforcement
J I666 [2] layer high tensile BRC Reinforcement - nominal m2
mass, (6-7 kg/m2) (A393:A10)

K I668 [2] layer high tensile BRC Reinforcement - nominal m2

mass, (8-9 kg/m2) (A565:A12)

Foundation Type : Piling

(refer to BQ8.2)

EARTHWORK

Cut and Dispose

Excavation in cut shall be deemed to include
trimming and preparation of excavated surface and
transportation from source to place of fill or
disposal.

L F131 Excavate in earth material to disposal site approved by m3

the S.O. outside of boundary - contractor dump site

M F132 Excavate in natural hard material from original ground

level to disposed site approved by the S.O outside of m3
boundary- contractor dump site

Page Total carried to Summary of

Bill No. 8.6

BQ8.6 - 2/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.6 - CULVERT & VEHICULAR BOX CULVERT (ALL PROVISIONAL)

Amount
No Code No Description Unit Qty Rate (RM)
(RM)

A F133.1 Excavate in rock by controlled blasting to disposal site m3

approved by the S.O.

B F133.2 Excavate in rock material by hydraulic rock breaker to m3

disposal site approved by the S.O.

C F133.3 Excavate in rock material by pneumatic tools to disposal m3

site approved by the S.O.

D F135 Excavate in unsuitable material as per specification to m3

disposal site approved by the S.O.

Filling
The following items for filling shall include
compaction, testing and confirmation material and
additional filling necessitated by settlement or
penetration into underlying material as applicable.

General
E F341 Using suitbale excavated material as per Specification m3

F F342.1 Imported material from Contactor's own source as per m3

Specification

G F342.2 Imported material from borrow pit as shown in the m3

drawing as per Specification

H F342.3 Imported river sand material from contractors own m3

source as per Specification

I F342.4 Imported mining material from contractors own source m3

as per Specification

J F342.5 Imported material well - graded granular backfill m3

material (crushed aggregate) behind culvert from
contractors own source as per Specification.

Permeable Layer

K R211 [300mm] thick permeable layer comprising of [20mm- m2

40mm] crushed stone as per Specification.

Grade C12/15 Concrete

L I111.1 50 mm thick Lean concrete blinding m2

Non-woven Geotextile.
Item for non-woven geotextile shall be deemed to
include cost of storage at site with neccessary
protection against exposure to direct sun.

M G570 Non-woven geotextile type as separator as per m2

Specification.

Page Total carried to Summary of

Bill No. 8.6

BQ8.6 - 3/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.6 - CULVERT & VEHICULAR BOX CULVERT (ALL PROVISIONAL)

Amount
No Code No Description Unit Qty Rate (RM)
(RM)

Subsurface Drains
Item for subsurface drains shall be deemed to
include geotextiles fabric, lining, and filter material.

A Q310 Subsoil drains; [….mm deep x ….mm wide]; [….mm m

diameter HDPE perforated pipe including aggregate (20
mm – 40 mm) wrapped with geotextiles filter.

B Q320 Outlet drains; [….mm] diameter UPVC pipe including m

fittings. Rate to include bends, filter fabric and concrete
surround.

IN-SITU REINFORCED CONCRETE

(for Culvert / Vehicular Box culvert , Headwall,
Wingwall, Parapet, Approach Slab and Inlet/Outlet
Structures)

Rate for in situ concrete designed mix shall be

deemed to include placing and compaction of
concrete.

Grade C12/15 Concrete

C I111.1 Lean concrete blinding, [50 mm] thick to box culvert and m2
approach slab.

Grade C32/40 Concrete

D I178 Reinforced concrete to culvert/vehicular box culvert , m3
headwall, wingwall, parapet, Approach Slab and
inlet/outlet structures

Formwork
Rate for formwork shall be deemed to include the
projections and intrusions and any temporary
staging required.

Sides and Soffit

E I534 F2: Fair finish to culvert / vehicular box culvert, headwall, m2
wingwall, parapet and inlet/outlet structures

Sides
F I511 F1: rough finish to approach slab m2

Page Total carried to Summary of

Bill No. 8.6

BQ8.6 - 4/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.6 - CULVERT & VEHICULAR BOX CULVERT (ALL PROVISIONAL)

Amount
No Code No Description Unit Qty Rate (RM)
(RM)

Reinforcement
Rate for reinforcement shall be deemed to include
labour for cutting, bending, and placing.

High Tensile Bars

A I623 Nominal diameter: 10 mm. t

B I624 Nominal diameter: 12 mm. t

C I625 Nominal diameter: 16 mm. t

D I626 Nominal diameter: 20 mm. t

E I627 Nominal diameter: 25 mm. t

F I628.1 Nominal diameter: 32 mm. t

JOINT
Rate for joints shall be deemed to include formwork.

G I715.2 Joint filler or joint sealant, [... mm wide] to approach m

slabs

H I714 […. mm] wide rubber waterstop. Rate to include cutting m

and jointing of waterstops and provision of special
fittings at angles and junctions.

I I715 Joint sealant at construction joints / movement joint. m

Dowel Bar
Located at wingwall, culvert sagment, approach
road and others

J I716 Dowels – plain, [e.g.25 mm diameter x 300 mm long] nr

steel bars at [e.g.600 mm] centres.

Unplasticised Polyvinyl Chloride (uPVC) Pipes for

Cabel at Parapet
K O434 2 nos 100 mm Unplasticised polyvinyl chloride (uPVC) m
pipes to MS 628, with bell mouth joints as per drawing
and Specification.

Page Total carried to Summary of

Bill No. 8.6

BQ8.6 - 5/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.6 - CULVERT & VEHICULAR BOX CULVERT (ALL PROVISIONAL)

Amount
No Code No Description Unit Qty Rate (RM)
(RM)

BITUMINOUS / COAL TAR PAINT COATING**

Prepare and apply two (2) coats of bituminous / coal
tar paint ** to:

A N631 Exposed surfaces: Smooth concrete surfaces of class m2

F2 of culvert and wingwalls.

B N641 Buried surfaces: Rough concrete surfaces of class F1 of m2

culvert, wingwalls and approach slab.

PROTECTIVE COATING
Protective coating shall be deemed to include
preparation of surfaces, application of base
primer/sealer required before painting and all
necessary temporary staging.

The protective coating shall consist of a dual

protective system formed by two coats of silane-
siloxane based primer or equivalent and two coats
of solvent based methacrylate pigmented or
equivalent as the top coat.

C N341 All exposed underwater surfaces of wingwall, culvert, m2

and approach slab.

GROUTED STONE PITCHING STEPS

Hand rail
Item for hand rail shall be deemed to include fixing
to other work, supply of fixing components, and
drilling or cutting of other work.

D L240.1 Galvanised mild steel handrail of […..mm] diameter m

tubular section of [….mm] thickness and […...mm] high.

E L240.2 Galvanised mild steel handrail of [.....mm x .....mm m

x .....mm] thickness and […mm] high.

F L240.3 Galvanised mild steel handrail post of [.....mm x .....mm m

x .....mm] thickness and […mm] high.

Grade C16/20 Concrete

G I122 Mass concrete [300 mm] thick footing for pitching steps m3

H J390 Natural stone masonry jointed in (1:3) cement motar m2

flush pointed for step. Rate shall be deemed to include
fair facing finish.

I F342.3 Imported material – mining / river sand material as per m3

Specification for sand bedding

Page Total carried to Summary of

Bill No. 8.6

BQ8.6 - 6/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.6 - CULVERT & VEHICULAR BOX CULVERT (ALL PROVISIONAL)

Amount
No Code No Description Unit Qty Rate (RM)
(RM)

GABION
Rate shall be deemed to include geofabric filter
material terrain 1000 or equivalent.

A G211.1 [2.0 m x 1.0 m x 1.0 m] rock-filled gabion with PVC- m3

coated wire gauge size of [2.7 mm] as per Specification
and as shown in the drawing.

B G211.2 [2.0 m x 1.0 m x 1.0 m] rock-filled gabion with PVC- m3

coated wire gauge size of [2.7 mm] as per Specification
and as shown in the drawing. Rate to include for laying
underwater.

C G212 Rock-filled gabion mattress, [300mm] thick with PVC- m2

coated wire gauge as per Specification and shown in the
drawing.

Page Total carried to Summary of

Bill No. 8.6

BQ8.6 - 7/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.6 - CULVERT & VEHICULAR BOX CULVERT (ALL PROVISIONAL)

Amount
No Code No Description Unit Qty Rate (RM)
(RM)

PRECAST ARCH CULVERT

TEMPORARY WORKS
A A529 Allow for provision of all labours, plants, material etc for sum
the design and construction of temporary works
including excavation, handling, disposal of excavated
spoils and debris, dewatering, shoring, levelling, driving,
allowing for access way platform, staging and all other
necessary works for the purpose of construction of
culvert and removal of all temporary works upon culvert
completion. Shop drawing shall be endorsed by
Professional Engineer with Practising Certificate (PEPC)
to be submitted and approved by S.O.. It shall also to
include:-

a) Supply, construct and maintain temporary works

including interlocking sheet pile, walling and strutting,
and other related works.
b) Supply, construct and maintain pumping and
dewatering during construction period
c) Removal of and reinstatement of the site upon
completion.

FOUNDATION

Foundation Type : Bedding

B F312.3 Imported material - mining / river sand material as per m3

Specification.

C F312.5 Imported material - granular material (crushed m3

aggregate) as per Specification.

D F314 Imported material - gravel, crushed stone or other m3

suitable material as per Specification.

Foundation Type : Cast-in Situ Concrete

In Situ Concrete Design Mix

Rate for in situ concrete designed mix shall be
deemed to include placing and compaction of
concrete.

Grade C12/15 Concrete

E I111.2 Lean concrete blinding, [100 mm] thick to foundation. m2

Grade C20/25 Concrete

F I132 Reinforced concrete to foundation. m3

Grade C25/30 Concrete

G I142 Reinforced concrete to foundation. m3

Page Total carried to Summary of

Bill No. 8.6

BQ8.6 - 8/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.6 - CULVERT & VEHICULAR BOX CULVERT (ALL PROVISIONAL)

Amount
No Code No Description Unit Qty Rate (RM)
(RM)

Formwork
Rate for formwork shall be deemed to include the
projections and intrusions and any temporary
staging required.

Sides and Soffit

A I511 F1: Rough finish to foundation. m2

Reinforcement
Rate for reinforcement shall be deemed to include
labour for cutting, bending, and placing.

High Tensile Bars

B I623 Nominal diameter: 10 mm. t

C I624 Nominal diameter: 12 mm. t

D I625 Nominal diameter: 16 mm. t

E I626 Nominal diameter: 20 mm. t

F I627 Nominal diameter: 25 mm. t

G I628.1 Nominal diameter: 32 mm. t

Mild Steel Bars

H I614 Nominal diameter: up to 12 mm. t

I I615 Nominal diameter: 16 mm above t

BRC Reinforcement
J I666 [2] layer high tensile BRC Reinforcement - nominal m2
mass, (6-7 kg/m2) (A393:A10)

K I668 [2] layer high tensile BRC Reinforcement - nominal m2

mass, (8-9 kg/m2) (A565:A12)

Foundation Type : Piling

(refer to BQ8.2)

EARTHWORK

Cut and Dispose

Excavation in cut shall be deemed to include
trimming and preparation of excavated surface and
transportation from source to place of fill or
disposal.

L F131 Excavate in earth material to disposal site approved by m3

the S.O. outside of boundary - contractor dump site

Page Total carried to Summary of

Bill No. 8.6

BQ8.6 - 9/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.6 - CULVERT & VEHICULAR BOX CULVERT (ALL PROVISIONAL)

Amount
No Code No Description Unit Qty Rate (RM)
(RM)
A F132 Excavate in natural hard material from original ground
level to disposed site approved by the S.O outside of m3
boundary- contractor dump site

B F133.1 Excavate in rock by controlled blasting to disposal site m3

approved by the S.O.

C F133.2 Excavate in rock material by hydraulic rock breaker to m3

disposal site approved by the S.O.

D F133.3 Excavate in rock material by pneumatic tools to disposal m3

site approved by the S.O.

E F135 Excavate in unsuitable material as per specification to m3

disposal site approved by the S.O.

Filling
The following items for filling shall include
compaction, testing and confirmation material and
additional filling necessitated by settlement or
penetration into underlying material as applicable.

General
F F311 Using suitbale excavated material as per Specification m3

G F312.1 Imported material from Contactor's own source as per m3

Specification

H F312.2 Imported material from borrow pit as shown in the m3

drawing as per Specification

I F312.3 Imported river sand material from contractors own m3

source as per Specification

J F312.4 Imported mining material from contractors own source m3

as per Specification

K F312.5 Imported material well - graded granular backfill m3

material (crushed aggregate) behind abutment from
contractors own source as per Specification.

Non-woven Geotextile.
Item for non-woven geotextile shall be deemed to
include cost of storage at site with neccessary
protection against exposure to direct sun.

L G570 Non-woven geotextile type as separator as per m2

Specification.

Page Total carried to Summary of

Bill No. 8.6

BQ8.6 - 10/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.6 - CULVERT & VEHICULAR BOX CULVERT (ALL PROVISIONAL)

Amount
No Code No Description Unit Qty Rate (RM)
(RM)
Subsurface Drains
Item for subsurface drains shall be deemed to
include geotextiles fabric, lining, and filter material.

A Q310 Subsoil drains; [….mm deep x ….mm wide]; [….mm m

diameter HDPE perforated pipe including aggregate (20
mm – 40 mm) wrapped with geotextiles filter.

B Q320 Outlet drains; [….mm] diameter UPVC pipe including m

fittings. Rate to include bends, filter fabric and concrete
surround.

PRECAST ARCH CULVERT

C A539 Provision of temporary works for the beam launching sum

including all necessary plant and equipment, crane,
temporary platform, mobilisation and demobilisation of
equipment to site and installation, handling, assembling
and others related works and removal off the site after
completion of the operation of beam launching. Rate
shall be deemed to include the provision of facility and
their continuing operation and maintenance.

PRECAST ARCH CULVERT & PRECAST SPANDELL

ARCH
Item for supply and erection of precast concrete
arch culvert shall be deemed to include concrete,
reinforcement, formwork, joints and finishes

Rates to include galvanised steel reinforcement,

connections, joints, water stop, concrete surround
and accessories for wall joints.

Precast arch culvert with concrete grade C32/40

including reinforcement, anchorage, hooks etc. with
ribbed finish as per drawing.

D I470.1 Internal Arch nr

E I470.2 External Arch nr

F I470.3 Spandell Wall nr

Page Total carried to Summary of

Bill No. 8.6

BQ8.6 - 11/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.6 - CULVERT & VEHICULAR BOX CULVERT (ALL PROVISIONAL)

Amount
No Code No Description Unit Qty Rate (RM)
(RM)
WINGWALL AND HEADWALL FOR ARCH CULVERT

In Situ Concrete Design Mix

Rate for in situ concrete designed mix shall be
deemed to include placing and compaction of
concrete.

Grade C32/40 Concrete

A I178 Other concrete forms [crown joint] m3

Grade C32/40 Concrete

B I175 Reinforced concrete at wingwall and headwall. m3

Formwork
Rate for formwork shall be deemed to include the
projections and intrusions and any temporary
staging required.

Sides
C I514 F2: fair finish to walls m2

Reinforcement
Rate for reinforcement shall be deemed to include
labour for cutting, bending, and placing.

High Tensile Bars

D I623 Nominal diameter: 10 mm. t

E I624 Nominal diameter: 12 mm. t

F I627 Nominal diameter: 25 mm. t

Mild Steel Bars

G I614 Nominal diameter: 12 mm. t

H I615 Nominal diameter: 16 mm. t

JOINT
Rate for joints shall be deemed to include grouting
material, sizes of opening and formwork.

I I752.1 Grouting of keyways to manufacturer's detail. nr

J M385 Waterproofing of joint to manufacturer's detail nr

K I715 Joint sealant at construction joints / movement joint. m

L I716.2 Expansion joints, 25 mm diameter backer rod m

Page Total carried to Summary of

Bill No. 8.6

BQ8.6 - 12/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.6 - CULVERT & VEHICULAR BOX CULVERT (ALL PROVISIONAL)

Amount
No Code No Description Unit Qty Rate (RM)
(RM)
Unplasticised Polyvinyl Chloride (uPVC) Pipes for
Cabel at Parapet
A O434 2 nos 100 mm Unplasticised polyvinyl chloride (uPVC) m
pipes to MS 628, with bell mouth joints as per drawing
and Specification.

BITUMINOUS / COAL TAR PAINT COATING**

Prepare and apply two (2) coats of bituminous / coal
tar paint ** to:

B N631 Exposed surfaces: Smooth concrete surfaces of class m2

F2 of culvert and wingwalls.

C N641 Buried surfaces: Rough concrete surfaces of class F1 of m2

culvert, wingwalls and approach slab.

GROUTED STONE PITCHING STEPS

Hand rail
Item for hand rail shall be deemed to include fixing
to other work, supply of fixing components, and
drilling or cutting of other work.

D L240.1 Galvanised mild steel handrail of […..mm] diameter m

tubular section of [….mm] thickness and […...mm] high.

E L240.2 Galvanised mild steel handrail of [.....mm x .....mm m

x .....mm] thickness and […mm] high.

F L240.3 Galvanised mild steel handrail post of [.....mm x .....mm m

x .....mm] thickness and […mm] high.

Grade C16/20 Concrete

G I122 Mass concrete [300 mm] thick footing for pitching steps m3

H J390 Natural stone masonry jointed in (1:3) cement motar m2

flush pointed for step. Rate shall be deemed to include
fair facing finish.

I F312.3 Imported material – mining / river sand material as per m3

Specification for sand bedding for masonry step.

Page Total carried to Summary of

Bill No. 8.6

GABION

BQ8.6 - 13/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.6 - CULVERT & VEHICULAR BOX CULVERT (ALL PROVISIONAL)

Amount
No Code No Description Unit Qty Rate (RM)
(RM)
Rate shall be deemed to include geofabric filter
material terrain 1000 or equivalent.

A G211.1 [2.0 m x 1.0 m x 1.0 m] rock-filled gabion with PVC- m3

coated wire gauge size of [2.7 mm] as per Specification
and as shown in the drawing.

B G211.2 [2.0 m x 1.0 m x 1.0 m] rock-filled gabion with PVC- m3

coated wire gauge size of [2.7 mm] as per Specification
and as shown in the drawing. Rate to include for laying
underwater.

C G212 Rock-filled gabion mattress, [300mm] thick with PVC- m2

coated wire gauge as per Specification and shown in the
drawing.

Page Total carried to Summary of

Bill No. 8.6

BQ8.6 - 14/313
PROJECT :

BILL NO. 8 - STRUCTURES

8.6 - CULVERT & VEHICULAR BOX CULVERT (ALL PROVISIONAL)

Amount
No Code No Description Unit Qty Rate (RM)
(RM)
Summary of Bill No. 8.6 : Culvert Structure

Page BQ8.6 - 1/14

Page BQ8.6 - 2/14

Page BQ8.6 - 3/14

Page BQ8.6 - 4/14

Page BQ8.6 - 5/14

Page BQ8.6 - 6/14

Page BQ8.6 - 7/14

Page BQ8.6 - 8/14

Page BQ8.6 - 9/14

Page BQ8.6 - 10/14

Page BQ8.6 - 11/14

Page BQ8.6 - 12/14

Page BQ8.6 - 13/14

Total of Bill No. 8.2 carried to Summary Of Bill No.8

BQ8.6 - 15/313
PROJECT :

BILL NO. 8 STRUCTURES

8.7 - PRECAST BEAM PEDESTRIAN BRIDGE (ALL PROVISIONAL)

No Code No. Amount

Description Unit Qty Rate (RM)
(RM)

TEMPORARY WORKS
A A529 Allow for provision of all labours, plants, material etc for sum
the design and construction of temporary works
including excavation, handling, disposal of excavated
spoils and debris, dewatering, shoring, levelling, driving,
allowing for access way platform, staging and all other
necessary works for the purpose of construction of
culvert and removal of all temporary works upon culvert
completion. Shop drawing shall be endorsed by
Professional Engineer with Practising Certificate (PEPC)
to be submitted and approved by S.O.. It shall also to
include:-

a) Supply, construct and maintain temporary works

including interlocking sheet pile, walling and strutting,
and other related works.
b) Supply, construct and maintain pumping and
dewatering during construction period
c) Removal of and reinstatement of the site upon
completion.

ABUTMENT/LANDING AND PIER

EARTHWORK

Cut and Dispose

Excavation in cut shall be deemed to include
trimming and preparation of excavated surface and
transportation from source to place of fill or
disposal.

B F131 Excavate in earth material to disposal site approved by m3

the S.O./P.D outside of boundary.- contractor dump site

C F132 Excavate in natural hard material from original ground

level to disposed site approved by the S.O. outside of m3
boundary.- contractor dump site

D F133.1 Excavate in rock by controlled blasting and pre-splitting m3

to disposal site approved by the S.O..

E F133.2 Excavate in rock material by hydraulic rock breaker to m3

disposal site approved by the S.O..

F F133.3 Excavate in rock material by pneumatic tools to disposal m3

site approved by the S.O..

G F135 Excavate in unsuitable material as per clause 2.2.1(d) to m3

disposal site approved by the S.O..

Page Total carried to Summary of Bill No. 8.7

BQ8.7-16/313
PROJECT :

BILL NO. 8 STRUCTURES

8.7 - PRECAST BEAM PEDESTRIAN BRIDGE (ALL PROVISIONAL)

No Code No. Amount

Description Unit Qty Rate (RM)
(RM)

Filling
The following items for filling shall include
compaction, testing and confirmation material and
additional filling necessitated by settlement or
penetration into underlying material as applicable.

Structure

A F341 Using suitbale excavated material as per Specification m3

B F342.1 Imported material from Contactor's own source as per m3

Specification

C F342.2 Imported material from borrow pit as shown in the m3

drawing as per Specification

D F342.3 Imported river sand material from contractors own m3

source as per Specification

F F342.4 Imported mining material from contractors own source m3

as per Specification

G F342.5 Imported material well - graded granular backfill material m3

(crushed aggregate) behind abutment from contractors
own source as per Specification.

IN-SITU REINFORCED FOR PIERS AND LANDINGS

In Situ Concrete Design Mix

Rate for in situ concrete designed mix shall be
deemed to include placing and compaction of
concrete.

Grade C15/20 Concrete

H I111 Mass concrete blinding, [50 mm] thick to pile cap, m2
landing, staicase and ramp.

Grade: C32/40
I I172 Reinforced concrete to abutment, pile cap, piers and m3
staircase for pedestrian bridge.

Formwork
Rate for formwork shall be deemed to include the
projections and intrusions and any temporary
staging required.

Sides and Softfit

J I531.1 F1: rough finish for buried surfaces to pile cap, m2
abutment/landing and pier

K I531.2 F2: fair finish for exposed surfaces to pile cap, m2

abutment/landing and pier

Page Total carried to Summary of Bill No. 8.7

BQ8.7-17/313
PROJECT :

BILL NO. 8 STRUCTURES

8.7 - PRECAST BEAM PEDESTRIAN BRIDGE (ALL PROVISIONAL)

No Code No. Amount

Description Unit Qty Rate (RM)
(RM)

Reinforcement
Rate for reinforcement shall be deemed to include
labour for cutting, bending, and placing.

High Tensile Bars

A I623 Nominal diameter: 10 mm. t

B I624 Nominal diameter: 12 mm. t

C I625 Nominal diameter: 16 mm. t

D I626 Nominal diameter: 20 mm. t

E I627 Nominal diameter: 25 mm. t

F I628.1 Nominal diameter: 32 mm. t

G I628.2 Nominal diameter: larger than 32 mm. Rate to include t

provision of coupler joint

H I716.1 Dowels bar – plain, [... mm diameter x ... mm long] high nr

tensile bars at [... mm] centres to (……) at approach slab

I I717 Dowels bar – sleeved and capped, [... mm diameter x ... nr

mm long] high tensile bars at [... mm] centres to (……) at
diaphragm/shear key.

PRESTRESSED …….BEAM/ PRESTRESSED BOX

GIRDER/ POST TENSION PRESTRESSED….BEAM**

(MAIN BEAM AND RAMP)

J A539.1 Provision of temporary works for the beam launching sum

including all necessary plant and equipment, crane,
temporary platform, mobilisation and demobilisation of
equipment to site and installation, handling, assembling
and others related works and removal off the site after
completion of the operation of beam launching. Rate
shall be deemed to include the provision of facility and
their continuing operation and maintenance.

Page Total carried to Summary of Bill No. 8.7

BQ8.7-18/313
PROJECT :

BILL NO. 8 STRUCTURES

8.7 - PRECAST BEAM PEDESTRIAN BRIDGE (ALL PROVISIONAL)

No Code No. Amount

Description Unit Qty Rate (RM)
(RM)

Prestressed Beams
Item for supply and erection of precast concrete
shall be deemed to include reinforcement, formwork,
joints and finishes; and items for prestressed
precast units shall include prestressing.

Rate for prestressing shall be deemed to include

tendon, ducts, jacking, grouting, anchorage and
other components and tasks ancillary to
prestressing.

A I430.1 [Grade ……..] prestressed pre-tensioned main beam, nr

[….-section …. m long] as per Drawing and
Specification.

B I430.2 [Grade ……...] Prestressed post-tensioned main beam, nr

[ ….-section ….. mm x …. mm x …. m long] as per
Drawing and Specification.

C I430.3 [Grade ……...] prestressed box girder main beam, [….- nr

section …. m long] as per Drawing and Specification.

PRECAST STAIRCASE
Item for supply and erection of precast concrete
shall be deemed to include reinforcement, formwork,
joints and finishes; and items for prestressed
precast units shall include prestressing.

D I480.4 [Grade 40] Precast staircase [......mm x ........ mm x .......

m long] as per Drawing and Specification. nr

CAST IN-SITU PEDESTRIAN BRIDGE DECK

In Situ Concrete Design Mix

Rate for in situ concrete designed mix shall be
deemed to include placing and compaction of
concrete.

Grade: C32/40

E I173 Reinforced concrete slabs to pedestrian bridge deck. m3

Page Total carried to Summary of Bill No. 8.7

BQ8.7-19/313
PROJECT :

BILL NO. 8 STRUCTURES

8.7 - PRECAST BEAM PEDESTRIAN BRIDGE (ALL PROVISIONAL)

No Code No. Amount

Description Unit Qty Rate (RM)
(RM)

Formwork For Deck Slab and Diaphragm

Rate for formwork shall be deemed to include the
projections and intrusions and any temporary
staging required.

Side
A I515 F2: Fair finish to slabs. m2

Soffit
B I525 F3: Fair finish to cement board permanent formwork as m2
shown in Drawing

Reinforcement
Rate for reinforcement shall be deemed to include
labour for cutting, bending, and placing.

High Tensile Bars

C I623 Nominal diameter: 10 mm. t

D I624 Nominal diameter: 12 mm. t

E I665 [2] layer high tensile BRC Reinforcement - nominal m2

mass, (6-7 kg/m2) (A393:A10)

BEARINGS
Supply and install the following bearings inclusive of
mortar grout, epoxy mortar, and all temporary work.

F V415 […. x …. x …. mm thick] elastomer laminated rubber

nr
bearing as shown in Drawing.

G A322.1 Testing of materials; [......mm x .......mm x .......mm thick]

Laminated Elastomeric bearings at Rubber Research
nr
Institute of Malaysia all in accordance with BS5400 part
9:1983.

H V414.1 […. x …. x …. mm thick] plain rubber bearing pad as

nr
shown in Drawing.

I A322.2 Testing of materials; [......mm x .......mm x .......mm thick]

plain rubber bearing pad at Rubber Research Institute of
Malaysia all in accordance with BS5400 part 9:1983. nr

J V414.2 (…mm wide x …mm thick) plain rubber strip as shown in

nr
Drawing.

K A322.3 Testing of materials; [......mm wide x .......mm thick x

…… mm length] plain rubber strip at Rubber Research
Institute of Malaysia all in accordance with BS5400 part nr
9:1983.

Page Total carried to Summary of Bill No. 8.7

BQ8.7-20/313
PROJECT :

BILL NO. 8 STRUCTURES

8.7 - PRECAST BEAM PEDESTRIAN BRIDGE (ALL PROVISIONAL)

No Code No. Amount

Description Unit Qty Rate (RM)
(RM)

ROOFING WORK

Metal Roof Structure

Rate to include connecting plates, bolts, nuts, all
welding, and other fastening system.

A M114.1 Mild steel, Grade (e.g 43A to BS 4360) roof truss system m2
and components as per Drawing and Specification.
Rate to include connecting plates, bolts, nuts, all
welding, and other fastening system.

B M114.2 Galvanised mild steel roof truss system and components m2

using cold-rolled steel as per Drawing and Specification.
Rate to include connecting plates, bolts, nuts, all
welding, and other fastening system.

Roof Covering
Rate to include preparing surfaces, forming joints,
overlaps, mitres, angles, fillets, built-up edges, and
laying to falls or cambers, cutting, notching, bending,
and bedding.

C M121.1 [6 mm] thick metal cladding roof cover as shown in m2

Drawing.

HANDRAIL
Item for miscellaneous metalwork shall be deemed to
include fixing to other work, supply of fixing components,
and drilling or cutting of other work.

D L240.1 Galvanised mild steel handrail of (42.4 mm diameter m

tubular section of 3.2 mm thickness and 1100 mm) high
with fixing accessories as shown on the Drawing.

E L240.2 (…... mm OD x …...mm thick x ……..kg/m) circular m

hollow section as handrails/parapet. Rate to include full
assemblies.

Page Total carried to Summary of Bill No. 8.7

BQ8.7-21/313
PROJECT :

BILL NO. 8 STRUCTURES

8.7 - PRECAST BEAM PEDESTRIAN BRIDGE (ALL PROVISIONAL)

No Code No. Amount

Description Unit Qty Rate (RM)
(RM)

FLOOR FINISHES
Rate for floor finishes to include fixing, supply of fixing
components, drilling or cutting of associated work,
preparing surfaces, forming joints, mitres, angles, fillets,
built-up edges, and laying to chambers or falls.

A M711 Homogeneous tiles size …….mm x ……..mm x ……mm m2

thick including cement mortar screed to floor.

B M712 [e.g 25 mm] thick cement and sand pavings to floor. m2

C M713 [e.g 25 mm] thick granolithic finish to floor. m2

JOINTS
Rate for joints shall be deemed to include formwork.

D I713.1 Expansion joints, […..mm wide] to deck slab as shown in m

Drawing.

E I714 […...mm] wide rubber waterstop. Rate to include cutting m

and jointing of waterstops and provision of special
fittings at angles and junctions.

DOWEL BAR

F I716 Dowels bar – plain, [... mm diameter x ... mm long] nr

galvanised steel bars at [... mm] centres to (……).

G I717 Dowels bar – sleeved and capped, [... mm diameter x ... nr

mm long] galvanised steel bars at [... mm] centres to
(……).

GROUTING

H I752.1 Grouting of keyways to manufacturer's detail. nr

I M385 Waterproofing of joint to manufacturer's detail. nr

J I752.2 Cut off lifting hook and fill recess with non-shrink grout. nr

Page Total carried to Summary of Bill No. 8.7

BQ8.7-22/313
PROJECT :

BILL NO. 8 STRUCTURES

8.7 - PRECAST BEAM PEDESTRIAN BRIDGE (ALL PROVISIONAL)

No Code No. Amount

Description Unit Qty Rate (RM)
(RM)

PROTECTIVE COATING FOR AESTHETICAL

Protective coating shall be deemed to include
preparation of surfaces, application of base
primer/sealer required before painting and all necessary
temporary staging.

The protective coating shall consist of a dual protective

system formed by two coats of silane-siloxane based
primer or equivalent and two coats of solvent based
methacrylate pigmented or equivalent as the top coat.

A N331.1 External surfaces of abutment/landing, and pier above m2

ground

B N331.2 External surfaces of beams, deck slab, diaphragms and m2

parapets

WATER DOWN PIPE AND GUTTER

Rate for downpipes to include fixing and supply of
fixing components.

C Q410.2 […..mm diameter uPVC Class …….] rain water down

pipes including G.I pipe hanger, metal strip, 'T' joint,
bends, elbow, equal tee, end cap, etc. at ……...mm
centres at deck slab with grating fitting. The rate m
included rain water gutter system

BRICK SUMP
Item for brick sumps shall be deemed to include
excavation, sand and concrete bedding, cement
plastering, joints, laying outlets concrete pipe,
backfilling and disposal of surplus.

D Q710 Bricks sumps; (e.g. 300 mm x 300 mm x 600mm deep). nr

IN SITU SUMP
Item for sumps shall be deemed to include sand and
concrete bedding, BRC and cement plastering.

E Q790 In situ concrete; (e.g. 1200 mm x 1200 mm x 600mm nr

deep).

BRASS PLAQUE
F V320 Brass plaque ......mm x ......mm x .......mm thick as nr
shown on the Drawing.

Page Total carried to Summary of Bill No. 8.7

BQ8.7-23/313
PROJECT :

BILL NO. 8 STRUCTURES

8.7 - PRECAST BEAM PEDESTRIAN BRIDGE (ALL PROVISIONAL)

No Code No. Amount

Description Unit Qty Rate (RM)
(RM)

MILD STEEL RAILING

Rate for steel railing shall be deemed to include

painting,supply and installation and others ancillary
work.

A R845.1 Pedestrian barrier of Type 1 as shown in Drawing. m

B R845.2 Pedestrian barrier of Type 2 as shown in Drawing. m

C R845.3 Pedestrian barrier of Type 3 as shown in Drawing. m

INTERLOCKING PAVING BLOCK FOR FOOTHPATH

Rate for interlocking paving block shall be deemed

to include base preparation, joints, and cutting.

D R661 Precast interlocking concrete block of [….mm x ….mm x m2

….mm] thick as shown in Drawing No. (………..…...)
inclusive of compacted sand layer and other
accessories.

ELECTRICAL WORKS
E U661 Electrical lightings including electrical conduits, incoming sum
cabling, tapping from TNB source, metering, testing and
commissioning.

Page Total carried to Summary of Bill No. 8.7

BQ8.7-24/313
PROJECT :

BILL NO. 8 STRUCTURES

8.7 - PRECAST BEAM PEDESTRIAN BRIDGE (ALL PROVISIONAL)

No Code No. Amount

Description Unit Qty Rate (RM)
(RM)

Summary of Bill No. 8.7 - Concrete Pedestrian

Bridges

Page BQ8.7- 1/10

Page BQ8.7 - 2/10

Page BQ8.7 - 3/10

Page BQ8.7 - 4/10

Page BQ8.7 - 5/10

Page BQ8.7 - 6/10

Page BQ8.7 - 7/10

Page BQ8.7 - 8/10

Page BQ8.7 - 9/10

Total of Bill No. 8.2 carried to Summary Of Bill No.8

BQ8.7-25/313
PROJECT :

BILL NO. 8 STRUCTURES

8.8 - STEEL PEDESTRIAN BRIDGE (ALL PROVISIONAL)

No Code No. Description Unit Qty Rate (RM) Amount (RM)

TEMPORARY WORKS
A A529 Allow for provision of all labours, plants, material etc for sum
the design and construction of temporary works
including excavation, handling, disposal of excavated
spoils and debris, dewatering, shoring, levelling, driving,
allowing for access way platform, staging and all other
necessary works for the purpose of construction of
culvert and removal of all temporary works upon culvert
completion. Shop drawing shall be endorsed by
Professional Engineer with Practising Certificate (PEPC)
to be submitted and approved by S.O.. It shall also to
include:-

a) Supply, construct and maintain temporary works

including interlocking sheet pile, walling and strutting,
and other related works.
b) Supply, construct and maintain pumping and
dewatering during construction period
c) Removal of and reinstatement of the site upon
completion.

ABUTMENT/LANDING AND PIER

EARTHWORK

Cut and Dispose

Excavation in cut shall be deemed to include
trimming and preparation of excavated surface and
transportation from source to place of fill or
disposal.

B F131 Excavate in earth material to disposal site approved by m3

the S.O./P.D outside of boundary.- contractor dump site

C F132 Excavate in natural hard material from original ground m3

level to disposed site approved by the S.O. outside of
boundary.- contractor dump site

D F133.1 Excavate in rock by controlled blasting and pre-splitting m3

to disposal site approved by the S.O..

E F133.2 Excavate in rock material by hydraulic rock breaker to m3

disposal site approved by the S.O..

F F133.3 Excavate in rock material by pneumatic tools to disposal m3

site approved by the S.O..

G F135 Excavate in unsuitable material as per clause 2.2.1(d) to m3

disposal site approved by the S.O..

Page Total carried to Summary of Bill No. 8.8

BQ 8.8-26/313
PROJECT :

BILL NO. 8 STRUCTURES

8.8 - STEEL PEDESTRIAN BRIDGE (ALL PROVISIONAL)

No Code No. Description Unit Qty Rate (RM) Amount (RM)

Filling
The following items for filling shall include
compaction, testing and confirmation material and
additional filling necessitated by settlement or
penetration into underlying material as applicable.

Structure

A F341 Using suitbale excavated material as per Specification m3

B F342.1 Imported material from Contactor's own source as per m3

Specification

C F342.2 Imported material from borrow pit as shown in the m3

drawing as per Specification

D F342.3 Imported river sand material from contractors own m3

source as per Specification

F F342.4 Imported mining material from contractors own source m3

as per Specification

G F342.5 Imported material well - graded granular backfill m3

material (crushed aggregate) behind abutment from
contractors own source as per Specification.

IN-SITU REINFOERCED FOR PILE CAP

In Situ Concrete Design Mix

Rate for in situ concrete designed mix shall be
deemed to include placing and compaction of
concrete.

Grade C12/15 Concrete

H I111.1 Mass concrete blinding, [50 mm] thick to pile cap, m2

Grade: C32/40
I I178 Reinforced concrete to abutment, pile cap, piers and m3
staircase for pedestrian bridge.

Formwork
Rate for formwork shall be deemed to include the
projections and intrusions and any temporary
staging required.

Sides and Softfit

J I531.1 F1: rough finish for buried surfaces to pile cap, m2
abutment/landing and pier

K I531.2 F2: fair finish for exposed surfaces to pile cap, m2

abutment/landing and pier

Page Total carried to Summary of Bill No. 8.8

BQ 8.8-27/313
PROJECT :

BILL NO. 8 STRUCTURES

8.8 - STEEL PEDESTRIAN BRIDGE (ALL PROVISIONAL)

No Code No. Description Unit Qty Rate (RM) Amount (RM)

Reinforcement
Rate for reinforcement shall be deemed to include
labour for cutting, bending, and placing.

High Tensile Bars

A I623 Nominal diameter: 10 mm. t

B I624 Nominal diameter: 12 mm. t

C I625 Nominal diameter: 16 mm. t

D I626 Nominal diameter: 20 mm. t

E I627 Nominal diameter: 25 mm. t

F I628.1 Nominal diameter: 32 mm. t

G I628.2 Nominal diameter: larger than 32 mm. Rate to include t

provision of coupler joint

H I716.1 Dowels bar – plain, [... mm diameter x ... mm long] high nr

tensile bars at [... mm] centres to (……) at approach
slab

I I717 Dowels bar – sleeved and capped, [... mm diameter x ... nr

mm long] high tensile bars at [... mm] centres to (……) at
diaphragm/shear key.

STEEL STRUCTURE

J A539.1 Provision of temporary works for the beam launching sum

including all necessary plant and equipment, crane,
temporary platform, mobilisation and demobilisation of
equipment to site and installation, handling, assembling
and others related works and removal off the site after
completion of the operation of beam launching. Rate
shall be deemed to include the provision of facility and
their continuing operation and maintenance.

Deflection Control
K A539.5 Provision of deflection control data/curve throughout the sum
duration of the operation

Page Total carried to Summary of Bill No. 8.8

BQ 8.8-28/313
PROJECT :

BILL NO. 8 STRUCTURES

8.8 - STEEL PEDESTRIAN BRIDGE (ALL PROVISIONAL)

No Code No. Description Unit Qty Rate (RM) Amount (RM)

Supply and Erection of Structural Members

Item for supply and erection of structural members
shall be deemed to include delivery, protective
and/or decorative surface treatment, fabrication,
handling, hoisting, welded connections, bolted
connections using bolts of nominal diameter less
than 16 mm, and nondestructive testing as per
Specification.

Supply and erection of structural members for

frames; steel to [BS:4360].

Hot-Rolled Sections

A L111 [ …….mm x …….mm x ……... kg/m] mild steel universal t

column to [Grade 43A, BS 4360].

B L112 [ …….mm x …….mm x ……... kg/m] mild steel universal t

beam to [Grade 43A, BS 4360].

C L113 [ …….mm x …….mm x ……... kg/m] universal beam as t

portal frame as shown in Drawing.

D L114.1 ... mm x ... mm x ... kg/m universal beam. t

E L114.2 ... x ... x ... mm thick x …. kg/m angle. t

F L114.3 ... x ... x …. mm thick x ... kg/m angle. t

G L114.4 ... x ... x ... mm thick x ... kg/m angle. t

H L116.1 [... x ... x ... mm thick x…. kg/m C-channel as wall t

bracings.

I L117 [... mm x …. mm x ... kg/m] universal beam at 800 mm t

centres as grillages.

Miscellaneous Framing

J L114.5 [...x ... x... mm thick x ... kg/m] angle section. t

K L114.6 [... mm x ... mm x ... kg/m] C-channel section. t

L L114.7 [... mm x ... mm x ... kg/m] I-section. t

M L114.8 [... x ... x ... mm thick x …. kg/m] rectangular hollow t

section.

Page Total carried to Summary of Bill No. 8.8

BQ 8.8-29/313
PROJECT :

BILL NO. 8 STRUCTURES

8.8 - STEEL PEDESTRIAN BRIDGE (ALL PROVISIONAL)

No Code No. Description Unit Qty Rate (RM) Amount (RM)

Cold-Rolled Sections

A L125 [... x …. x ... mm thick] h-section as decking to t

composite floor concstruction.

B L126 [... x ... x …. mm] thick C-channel as wall bracings. t

Built-up or Fabricated Sections

C L136.3 […. mm x ... mm] built-up column comprising 20 mm t

thick steel plates as shown in Drawing.

D L136.4 Pre-engineered steel portal frame as shown in Drawing. t

Black Bolts

Rate for black bolts shall be deemed to nuts,

washers, gusset and end plates, and other
accessories.

E L151 Nominal diameter: 16 – 20 mm. nr

F L152 Nominal diameter: 20 – 24 mm. nr

G L153 Nominal diameter: 24 – 30 mm. nr

H L154 Nominal diameter: 30 – 36 mm. nr

I L155 Nominal diameter: 36 – 42 mm. nr

J L156 Nominal diameter: 42 – 48 mm. nr

K L157 Nominal diameter: 48 – 56 mm. nr

L L158 Nominal diameter of [60 mm]. nr

High Strength Friction Grip Bolts

Items for high strength friction grip bolts shall be

deemed to nuts, washers, gusset and end plates,
and other accessories expressly required.

M L161 HSFG bolts to [BS 4604], nominal diameter [16 mm] nr

with proof load of [92.1 kN].

N L162 HSFG bolts to [BS 4604], nominal diameter [22 mm] nr

with proof load of [177 kN].

O L163 HSFG bolts to [BS 4604], nominal diameter [24 mm] nr

with proof load of [207 kN].

Page Total carried to Summary of Bill No. 8.8

BQ 8.8-30/313
PROJECT :

BILL NO. 8 STRUCTURES

8.8 - STEEL PEDESTRIAN BRIDGE (ALL PROVISIONAL)

No Code No. Description Unit Qty Rate (RM) Amount (RM)

A L164 HSFG bolts to [BS 4604], nominal diameter [30 mm] nr

with proof load of [286 kN].

B L165 HSFG bolts to [BS 4604], nominal diameter [36 mm] nr

with proof load of [418 kN].

C L166 HSFG bolts to [BS 4604], nominal diameter [42 mm] nr

with proof load of […. kN].

D L167 HSFG bolts to [BS 4604], nominal diameter [48 mm] nr

with proof load of […. kN].

E L168 HSFG bolts to [BS 4604], nominal diameter [60 mm] nr

with proof load of […. kN].

Anchorages and Holding Down Bolt Assemblies

F L170 Anchorages and holding down bolt assemblies nr

comprising [4 Nos. 450 x 24 bolts with plates 150 x 150
x 10 mm].

Miscellaneous Metalwork
Item for miscellaneous metalwork shall be deemed
to include fixing to other work, supply of fixing
components, and drilling or cutting of other work.

G L210 Stairways and landings; [e.g 150 mm riser with 250 mm nr

treads] as per Drawing.

Mild Steel Chequered Plates

Rate for decking shall be deemed to include

supporting metalwork as framework.

H L264 [e.g 6 mm] thick galvanised mild steel chequered plates m2

flooring.

I L269 [0.48 mm base steel thickness colourbond/ bondek m2

corrugated roofing sheet] as per Specification and as
shown in Drawing.

Testing

J A322.3 Testing of materials comfirming to BS 5400 : Part 6: sum

1980 (At least one test for each type of section) as per
Specification.

K A322.4 Testing to welding including Radiografic test conforming sum

to BS 5400 : Part 6: 1980.
a) All transverse butt welds in tension flanges.
b) 10% of the length of longitudinal butt welds in
tensile flanges.
c) 5% of the length of longitudinal and transverse butt
welds in tensile flanges.
d) All transverse butt welds in webs adjacent to
tension flanges as specified by the engineer.

Page Total carried to Summary of Bill No. 8.8

BQ 8.8-31/313
PROJECT :

BILL NO. 8 STRUCTURES

8.8 - STEEL PEDESTRIAN BRIDGE (ALL PROVISIONAL)

No Code No. Description Unit Qty Rate (RM) Amount (RM)

BEARINGS
Supply and install the following bearings inclusive
of mortar grout, epoxy mortar, and all temporary
work.

A V415 […. x …. x …. mm thick] elastomer laminated rubber nr

bearing as shown in Drawing.

B A322.1 Testing of materials; [......mm x .......mm x .......mm thick] nr

Laminated Elastomeric bearings at Rubber Research
Institute of Malaysia all in accordance with BS5400 part
9:1983.

C V414 […. x …. x …. mm thick] plain rubber bearing as shown nr

in Drawing.

D A322.2 Testing of materials; [......mm x .......mm x .......mm thick] nr

plain rubber bearing pad at Rubber Research Institute of
Malaysia all in accordance with BS5400 part 9:1983.

E V414 (…mm wide x …mm thick) plain rubber strip as shown in nr

Drawing.

F A322.3 Testing of materials; [......mm wide x .......mm thick x nr

…… mm length] plain rubber strip at Rubber Research
Institute of Malaysia all in accordance with BS5400 part
9:1983.

ROOFING WORK

Metal Roof Structure

Rate to include connecting plates, bolts, nuts, all
welding, and other fastening system.

G M114.1 Mild steel, Grade (e.g 43A to BS 4360) roof truss system m2
and components as per Drawing and Specification.
Rate to include connecting plates, bolts, nuts, all
welding, and other fastening system.

H M114.2 Galvanised mild steel roof truss system and components m2

using cold-rolled steel as per Drawing and Specification.
Rate to include connecting plates, bolts, nuts, all
welding, and other fastening system.

Roof Covering
Rate to include preparing surfaces, forming joints,
overlaps, mitres, angles, fillets, built-up edges, and
laying to falls or cambers, cutting, notching,
bending, and bedding.

I M121.1 [6 mm] thick metal cladding roof cover as shown in m2

Drawing.

Page Total carried to Summary of Bill No. 8.8

BQ 8.8-32/313
PROJECT :

BILL NO. 8 STRUCTURES

8.8 - STEEL PEDESTRIAN BRIDGE (ALL PROVISIONAL)

No Code No. Description Unit Qty Rate (RM) Amount (RM)

HANDRAIL
Item for miscellaneous metalwork shall be deemed
to include fixing to other work, supply of fixing
components, and drilling or cutting of other work.

A L240.1 Galvanised mild steel handrail of (42.4 mm diameter m

tubular section of 3.2 mm thickness and 1100 mm) high
with fixing accessories as shown on the Drawing.

B L240.2 (…... mm OD x …...mm thick x ……..kg/m) circular m

hollow section as handrails/parapet. Rate to include full
assemblies.

FLOOR FINISHES
Rate for floor finishes to include fixing, supply of
fixing components, drilling or cutting of associated
work, preparing surfaces, forming joints, mitres,
angles, fillets, built-up edges, and laying to
chambers or falls.

C M711 Homogeneous tiles size …….mm x ……..mm x ……mm m2

thick including cement mortar screed to floor.

D M712 [e.g 25 mm] thick cement and sand pavings to floor. m2

E M713 [e.g 25 mm] thick granolithic finish to floor. m2

JOINTS
Rate for joints shall be deemed to include formwork.

F I713.1 Expansion joints, [25 mm wide] to deck slab as shown in m

Drawing.

G I714 [e.g 230 mm] wide rubber waterstop. Rate to include m

cutting and jointing of waterstops and provision of
special fittings at angles and junctions.

DOWEL BAR

H I716.1 Dowels bar – plain, [... mm diameter x ... mm long] nr

galvanised steel bars at [... mm] centres to (……).

I I717 Dowels bar – sleeved and capped, [... mm diameter x ... nr

mm long] galvanised steel bars at [... mm] centres to
(……).

Page Total carried to Summary of Bill No. 8.8

BQ 8.8-33/313
PROJECT :

BILL NO. 8 STRUCTURES

8.8 - STEEL PEDESTRIAN BRIDGE (ALL PROVISIONAL)

No Code No. Description Unit Qty Rate (RM) Amount (RM)

GROUTING

A I752.1 Grouting of keyways to manufacturer's detail. m

B M385 Waterproofing of joint to manufacturer's detail. m

C I752.2 Cut off lifting hook and fill recess with non-shrink grout. nr

COATING
coating shall be deemed to include preparation of
surfaces, application of base primer/sealer required
before painting and all necessary temporary staging.

Rate for painting of metal shall be deemed to include

painting the surfaces of connecting plates, brackets,
rivets, bolts, nuts, and similar projections.

Prepare of metalworks shall include blast surface of

structural steel to 1st quality (BS 7079 Part A1)
Grade A.

D N313.1 Apply prime coat to all exposed surfaces of structural

steelwork with zinc primer to a minimum dry thickness of
….. microns.

E N313.2 Apply two layers to all exposed surfaces of structural

steelwork with High build epoxy with ....... microns dry
film thickness.

F N513 Apply polyurethene to all exposed surfaces of structural

steelwork with High build epoxy with ....... microns dry
film thickness.

WATER DOWN PIPE

Rate for downpipes to include fixing and supply of
fixing components.

G Q410.2 […..mm diameter uPVC Class …….] rain water down m

pipes including G.I pipe hanger, metal strip, 'T' joint,
bends, elbow, equal tee, end cap, etc. at ……...mm
centres at deck slab with grating fitting. The rate
included rain water gutter system

Page Total carried to Summary of Bill No. 8.8

BQ 8.8-34/313
PROJECT :

BILL NO. 8 STRUCTURES

8.8 - STEEL PEDESTRIAN BRIDGE (ALL PROVISIONAL)

No Code No. Description Unit Qty Rate (RM) Amount (RM)

BRICK SUMP
Item for brick sumps shall be deemed to include
excavation, sand and concrete bedding, cement
plastering, joints, laying outlets concrete pipe,
backfilling and disposal of surplus.

A Q710 Bricks sumps; (e.g. 300 mm x 300 mm x 600mm deep). nr

IN SITU SUMP
Item for sumps shall be deemed to include sand and
concrete bedding, BRC and cement plastering.

B Q790 In situ concrete; (e.g. 1200 mm x 1200 mm x 600mm nr

deep).

BRASS PLAQUE
C L390 Brass plaque ......mm x ......mm x .......mm thick as nr
shown on the Drawing.

MILD STEEL RAILING

Rate for steel railing shall be deemed to include

painting,supply and installation and others ancillary
work.

D R845.1 Pedestrian barrier of Type 1 as shown in Drawing. m

E R845.2 Pedestrian barrier of Type 2 as shown in Drawing. m

F R845.3 Pedestrian barrier of Type 3 as shown in Drawing. m

INTERLOCKING PAVING BLOCK FOR FOOTHPATH

Rate for interlocking paving block shall be deemed

to include base preparation, joints, and cutting.

G R661 Precast interlocking concrete block of [….mm x ….mm x m2

….mm] thick as shown in Drawing No. (………..…...)
inclusive of compacted sand layer and other
accessories.

ELECTRICAL WORKS
H U661 Electrical lightings including electrical conduits, incoming sum
cabling, tapping from TNB source, metering, testing and
commissioning.

Page Total carried to Summary of Bill No. 8.8

BQ 8.8-35/313
PROJECT :

BILL NO. 8 STRUCTURES

8.8 - STEEL PEDESTRIAN BRIDGE (ALL PROVISIONAL)

No Code No. Description Unit Qty Rate (RM) Amount (RM)

Summary of Bill No. 8.8 - Pedestrian Bridges

Page BQ8.9 - 1/11

Page BQ8.9 - 2/11

Page BQ8.9 - 3/11

Page BQ8.9 - 4/11

Page BQ8.9 - 5/11

Page BQ8.9 - 6/11

Page BQ8.9 - 7/11

Page BQ8.9 - 8/11

Page BQ8.9 - 9/11

Page BQ8.9 - 10/11

Page BQ8.9 - 11/11

Total of Bill No. 8.2 carried to Summary Of Bill No.8

BQ 8.8-36/313
Addendum to MyCESSM2 for Section 8

Item Reference Description MyCESSM2 NTJ &

Preambles

H274 Lengthening Piles By Jointing for Spun Pile m nr

H275 Filling Hollow Pile with Concrete for Spun Pile m nr

H276 Lengthening Piles By Jointing for RC Pile m nr

H284 Filling Hollow Pile with Concrete for Steel H-Pile m nr

H314 Filling Hollow Pile with Concrete for Steel Pipe Pile m nr

J390 Masonry Step - m2

A539.1 Temporay Works For Beam Launching - sum

A539.2 Temporary Works – Launching Yard - sum

A539.3 Temporary Works – Launching Equipmet and Plant (Incremental - sum

Lauching Method)

A539.4 Temporary Works – Launching Equipment and Plant (Balance - sum

Cantilever Method)

A539.5 Deflection Control - sum

I790.1 Ventilation Holes - nr

I790.2 Access Opening - nr

L136.1 H.D Galvanised Steel Brackets and Hangers For M&E Services t nr

L136.2 H.D Galvanised Heavy Duty Door Grills t nr

L230.1 and G.I. Catladder m nr

L230.2

L220 Inspection platform at pier m2 nr

A322.1 Testing of Bearing sum nr

A322.2
A322.3
A322.4
A322.5
A322.6
A322.9

U661 Electrical Works For Pedestrian Bridge nr sum

A529 Temporary Works – Culvert and Vehicukar Box Culvert, - sum

Temporary Works - Precast Beam Pedestrian Bridge
Temporary Works – Steel Pedestrian Bridge
 ASAL PINDAAN
1 BQ 8.1 - TEMPORARY CROSSING BQ 8.1 - TEMPORARY
AND ROAD DIVERSION CROSSING AND ROAD
DIVERSION

2 BQ 8.2 - PILING WORKS BQ 8.2 - PILING WORKS

3 BQ 8.3 - SUB STRUCTURE BQ 8.3 - SUB STRUCTURE

4 BQ 8.4 - SUPER STRUCTURE BQ 8.4 - SUPER STRUCTURE

5 BQ 8.5 - MISCELLANEOUS BQ 8.5 - MISCELLANEOUS

WORKS WORKS

6 BQ 8.6 - CULVERT BQ 8.6 - CULVERT &

VEHICULAR BOX CULVERT
BQ 8.7 - VEHICULAR BOX
CULVERT
7 BQ 8.8 - PRECAST BEAM BQ 8.7 - PRECAST BEAM
PEDESTRIAN BRIDGE PEDESTRIAN BRIDGE
8 BQ 8.9 - PRECAST BEAM BQ 8.7 - PRECAST BEAM
PEDESTRIAN BRIDGE PEDESTRIAN BRIDGE
CATATAN
pindaan code mycesmm dan skop

pindaan code mycesmm dan skop

pindaan code mycesmm dan skop

pindaan code mycesmm dan skop

pindaan code mycesmm dan skop

Gabungkan culvert dan VBC

pindaan code mycesmm dan skop

pindaan code mycesmm dan skop

PROJECT :

BILL NO. 9 - TRAFFIC MANAGEMENT AND CONTROL

*All quantities are provisional

Item Code No. Description Unit Qty. Rate (RM) Amount (RM)
No.

C100 TRAFFIC MANAGEMENT PLAN

Traffic Management Plan and the associated work shall be in
accordance with the latest version of Specification for Road
Works : Section 19

Traffic Impact Study

A C110 To conduct comprehensive traffic impact study to asessed sum
the impact of a contruction proposal on the existing traffic
including preparation and submission of traffic impact report
in hardcopy and softcopy. Final report must be endorsed by
Qualified Traffic Consultant with Professional Engineer with
Practicing Certificate (PEPC).

Traffic Management Plan

B C120 Preparation of traffic management plan including emergency sum
response plan. Rate to include the cost of any survey
required, literature, references, consultations, and the
production of the document. It shall also include the cost for
the engagement of profesional civil engineers with
experience in road contruction required for carrying out the
respective study and the preparation of the site plan.

C130 TRAFFIC MANAGEMENT TEAM (TMT) / EMERGENCY

RESPONSE TEAM (ERT)
Traffic Management Team (TMT) / Emergency Response
Team (ERT) shall be in accordance with the latest version
Specification for Road Works : Section 19

Appoinment of Qualified and Trained TMT

C C131 Traffic Manager [….......person] man-mth

D C132 Traffic management officer [….......person] man-mth

E C133 Supervisor [….......person] man-mth

F C134 Traffic controller [….......person] man-mth

G C139.1 Flagman [….......person] man-mth

H C139.2 Provision of Emergency Response Team (ERT) services mth

inclusive of manpower, vehicles, equipments & tools as per
specification [….......team]

C200 TEMPORARY ROAD FURNITURE

Items for temporary road furniture shall be deemed to

include the supply, installation, maintenance, and removal
upon completion.
The supply of temporary road furniture shall be deemed to
include base preparation, cost of materials, fabrication, and
fixing including posts, struts, bolts and nuts, base, storage,
and transportation. Installation of temporary road furniture
shall be deemed to include cost for multiple shifting within
the contractual boundaries and its vicinities that is affected
by the traffic management plan.

Temporary road furniture shall be deemed to include cost for

the inspection, immediate repair and replacement of any
damaged, missing or stolen items throughout the duration of
the construction, and removal upon completion.

Page Total carried to Summary of Bill No. 9

* Delete where not applicable BQ9 - 40/313

** Designer to decide which is applicable
PROJECT :

BILL NO. 9 - TRAFFIC MANAGEMENT AND CONTROL

*All quantities are provisional

Item Code No. Description Unit Qty. Rate (RM) Amount (RM)
No.

C210 Temporary Traffic Signs

Temporary traffic signs shall be in accordance with

Specification for Road Works : Section 19

C211 Non-illuminated retro-reflective sheeting

A a) Portable fluorescent orange prismatic not exceeding 1.0 nr
m2.
B b) Portable fluoroscent orange prismatic exceeding 1.0 m² nr
but not exceeding 2.0 m2
C c) Portable fluoroscent orange prismatic exceeding 2.0m² nr
but not exceeding 3.0 m2
D d) Portable fluoroscent orange prismatic exceeding 3.0m² nr
but not exceeding 4.0 m2
E e) Portable fluoroscent orange prismatic exceeding 4.0 m2. nr

F C212 Portable Changeable Message Signs (PCMS) of [….m] x nr

[…..m]
C213 Traffic Signals

Temporary Traffic Signals shall be deemed to include signal

posts or signal mast arms, signal lantern, controller, cabling,
feeder pillar and removal upon completion.

G a) Traffic signals with […….] optical system mounted on set

poles as per Specification

H b) Traffic signals with [..…...] optical system mounted on set

gantry as per Specification.

C220 Barriers and Barricades

I C221 Portable Heavy Duty water or sand-filled barrier [1000mm (L) nr

x 800mm (H) x 500mm (W)]

J C222 Portable Concrete Barrier [1000mm (L) x 800mm (H) x nr

500mm (W)]

K C225 Temporary guardrail. m

L C229 Light Weight Movable Plastic Hoarding [1200mm (L) x nr

800mm(H) x 60mm (W)]

C230 Delineators

C231 Cones
M a) Portable traffic guidance cones with reflective bands nr
N b) Portable traffic guidance super cones with reflective nr
bands
O C232 Double sided reflective string delineators mounted on a post m
at every [….....m] interval

C233 Flashing arrows

P a) Battery operated on powder coated mild steel plate. nr
Q b) Solar operated on powder coated mild steel plate. nr

Page Total carried to Summary of Bill No. 9

* Delete where not applicable BQ9 - 41/313

** Designer to decide which is applicable
PROJECT :

BILL NO. 9 - TRAFFIC MANAGEMENT AND CONTROL

*All quantities are provisional

Item Code No. Description Unit Qty. Rate (RM) Amount (RM)
No.

C230 Delineators (cont'd)

C234 Beacon lights

A a) Battery operated beacon lights. nr
B b) Solar operated beacon lights. nr

C235 Blinkers
C a) Polycarbonate lens battery operated blinkers. nr
D b) Polycarbonate lens solar operated blinkers. nr

E C236 Delineator Strip on barrier nr

F C239 Chevron Light nr

C240 Temporary Road Marking

All temporary road marking that more than one (1) month
shall be of thermoplastic type.

C241 Letters and shapes

G a) Thermoplastic road marking nr
H b) Normal paint road marking nr

C242 Continuous Line

I a) Type 1 m
J b) Type 10 m

K C243 Intermittent Line [Type 3] m

L C244 Chevron marking. m2

M C245 Transverse bars. m2

C249.1 Arrow marking

N a) Single straight arrow [thermoplastic road marking] nr
O b) Single straight arrow [normal paint road marking] nr
P c) Single turning arrow [thermoplastic road marking] nr
Q d) Single turning arrow [normal paint road marking] nr
R e) Double headed arrow [thermoplastic road marking] nr
S f) Double headed arrow [normal paint road marking] nr

T C249.2 Yellow box m2

U C249.3 Zebra crossing m2

C250 Mechanical Robot Flagman

V a) Mechanical robot flagman [half-man type] battery nr

W b) operated.
Mechanical robot flagman [half-man type] solar nr
X c) operated.
Mechanical robot flagman [full-man type] battery nr
Y d) operated.
Mechanical robot flagman [full-man type] solar operated. nr

Page Total carried to Summary of Bill No. 9

* Delete where not applicable BQ9 - 42/313

** Designer to decide which is applicable
PROJECT :

BILL NO. 9 - TRAFFIC MANAGEMENT AND CONTROL

*All quantities are provisional

Item Code No. Description Unit Qty. Rate (RM) Amount (RM)
No.
C260 Temporary Street Lightings

A a) Temporary street lightings battery operated. nr

B b) Temporary street lightings solar operated. nr

C C290 Flood Lightings deem to include with electrical power supply nr

C300 TRAFFIC MANAGEMENT REPORT

D C310 Submission 6 sets of Traffic Management Safety report once sum

in every 3 months. (quaterly). Rate to include the cost of any
survey required, literatures, references, consultations, and
the production of the document.

E C320 Road safety audit report [on a quarterly basis in five sets]. sum
Rate to include the cost of any survey required, literatures,
references, consultations, and the production of the
document.

A521 TEMPORARY ROAD DIVERSION

F Allow for provision of design, construct, maintenance and sum

removal upon completion temporary road diversion. The
fixed charge includes all labors, plants, material etc,
including excavation, handling, disposal of excavated spoils
and debris, removal of and reinstatement of site on
completion of works. Design and proposed shop drawing with
endorsed by Professional Engineer with Practising Certificate
(PEPC) to be submitted and approved by S.O.

a) Supply, install and construct temporary road diversion

including soil treatment, earthworks, road structure,
signages drainage and others related works

b) Maintain temporary road diversion for duration of

contract period including removal of loose stones form
pavement surface using suitable equipment.

c) Remove and clearance of road diversion upon

completion

EARTHWORK

EXCAVATE, LOAD, HAUL AND DEPOSIT TO FORM

EMBANKMENT

F120 Cut to Fill

Excavation in cut shall be deemed to include trimming and
preparation of excavated surface and transportation from
source to place of fill

Excavate in Earth Material

G F121 Excavate in earth material from original ground level to form m3
embankment

Excavate in Natural Hard Material

H F122 Excavate in natural hard material to form embankment. m3

F123 Excavate in Rock

I a) Excavate in rock material by open blasting to form m3
embankment

Page Total carried to Summary of Bill No. 9

* Delete where not applicable BQ9 - 43/313

** Designer to decide which is applicable
PROJECT :

BILL NO. 9 - TRAFFIC MANAGEMENT AND CONTROL

*All quantities are provisional

Item Code No. Description Unit Qty. Rate (RM) Amount (RM)
No.
F123 Excavate in Rock (cont'd)
A b) Excavate in rock material by controlled blasting to form m3
embankment
B c) Excavate in rock material by hydraulic rock breaker to m3
form embankment
C d) Excavate in rock material by pneumatic tools to form m3
embankment

EXCAVATE, LOAD, HAUL AND DISPOSE

F130 Cut and Dispose

Excavation in cut shall be deemed to include trimming and
preparation of excavated surface and transportation from
source to place of disposal.

F131 Excavate in Earth Material

D a) Excavate in earth material to disposal site approved by m3
the S.O./P.D.
E b) Excavate in earth material to disposal site approved by m3
the S.O./P.D at contractor dump site

Excavate in Natural Hard Material

F F132 Excavate in natural hard material by ripper unit to disposal m3
site approved by the S.O./P.D.

Excavate in Rock
G F133.1 a) Excavate in rock by controlled blasting to disposal site m3
approved by the S.O./P.D.

H F133.2 b) Excavate in rock by open blasting to disposal site m3

approved by the S.O./P.D.

I F133.3 c) Excavate in rock material by hydraulic rock breaker to m3

disposal site approved by the S.O./P.D.

Excavate in Artificial Hard Material

J F134 Excavate in artificial hard material by hydraulic rock breaker m3
to disposal site approved by the S.O./P.D.

Excavate in Unsuitable Material (USM)

K F135 Excavate in unsuitable material as per Spesification to m3
disposal site approved by the S.O./P.D.

EXCAVATION FOR FOUNDATION

Excavation for foundation shall include upholding sides of

Excavate in Earth Material

L F141 Excavate in earth material commencing from platform level m3
to required depth.

Excavate in Natural Hard Material

M F142 Excavate in natural hard material using [e.g. ripper unit) m3
commencing from platform level to required depth.

Page Total carried to Summary of Bill No. 9

F143 Excavate in Rock

* Delete where not applicable BQ9 - 44/313

** Designer to decide which is applicable
PROJECT :

BILL NO. 9 - TRAFFIC MANAGEMENT AND CONTROL

*All quantities are provisional

Item Code No. Description Unit Qty. Rate (RM) Amount (RM)
No.
A a) Excavate in rock using hydraulic rock breaker m3
commencing from platform level to required depth.
B b) Excavate in rock using open blasting commencing from m3
platform level to required depth.
C c) Excavate in rock using/control blasting commencing from m3
platform level to required depth.

Excavate in Artificial Hard Material

D F144 Excavate in artificial hard material commencing from m3
platform level to required depth.

Excavate in Unsuitable Material (USM)

E F145 Excavate in unsuitable material to required depth. m3

F160 EXCAVATION BY DREDGING

F F161 Provision of plant and equipment for dredging work. Rate to sum
include mobilisation and demobilisation.

G F162 Excavation by dredging to limits as shown in Drawing m3

F200 EXCAVATION ANCILLARIES

H Double Handling of excavated material to temporary m3

stockpile approved by S.O

Excavate in Earth Material

I F211 Excavate in earth material to temporary stockpile approved m3
by the S.O./P.D.

Excavate in Natural Hard Material

J F212 Excavate in natural hard material by ripper unit to temporary m3
stockpile approved by the S.O./P.D.

F213 Excavate in Rock

K a) Excavate in rock material by open blasting to temporary
stockpile approved by the S.O./P.D.
L b) Excavate in rock material by controlled blasting to m3
temporary stockpile approved by the S.O./P.D.
M c) Excavate in rock material by hydraulic rock breaker to m3
temporary stockpile approved by the S.O./P.D.

Excavate in Earth Material

N F220 Excavate in earth material with Timber support left in m2

O F230 Excavate in earth material with Metal support left in m2

Page Total carried to Summary of Bill No. 9

SPREAD, GRADE AND COMPACT

F300 Filling

* Delete where not applicable BQ9 - 45/313

** Designer to decide which is applicable
PROJECT :

BILL NO. 9 - TRAFFIC MANAGEMENT AND CONTROL

*All quantities are provisional

Item Code No. Description Unit Qty. Rate (RM) Amount (RM)
No.

The following items for filling shall include compaction,

testing and confirmation material and additional filling
necessitated by settlement or penetration into underlying
material as applicable.
F310 General

A F311 Using suitable excavated material as per Specification m3

F312 Imported material

B a) From Contactor's own source as per Specification m3
C b) From borrow pit as shown in the drawing as per m3
Specification

D F313 Grade C12/15 mass concrete.

F314 Other stated materials

E a) Imported granular material from contractor own source
as per drawings.
F b) Imported sand from contractor own source as per m3
drawings.
F320 Embankments

G F321 Using suitable excavated material to grading limits as per m3

Specification to form embankment including formation of
benches.

H F322 Imported material from Contactor's own source as per m3

Specification to form embankment. Rate to include formation
of benches.

I C224 Sand bags. m3

J F323 Grade C12/15 mass concrete. m3

K F324 Other stated material – granular material as per drawings to m3

form drainage layer to embankment.

F300 Replacement

L F331 Replace unsuitable material with suitable excavated m3

material
M F332 Replace unsuitable material with imported material from m3
Contactor's own source.

F334 Other stated material

N a) Replace unsuitable material with granular material as m3
per drawings.
O b) Replace unsuitable material with sand as per drawings. m3
P c) Replace unsuitable material other material [e.g LECA] as m3
per Drawings.

Page Total carried to Summary of Bill No. 9

DRAINAGE WORKS

Q100 Drain Excavation

* Delete where not applicable BQ9 - 46/313

** Designer to decide which is applicable
PROJECT :

BILL NO. 9 - TRAFFIC MANAGEMENT AND CONTROL

*All quantities are provisional

Item Code No. Description Unit Qty. Rate (RM) Amount (RM)
No.
Drain excavation shall be deemed to include preparation of
surfaces, double handling, disposal of surplus excavated
material, upholding sides of excavation, allowance for joints,
backfilling, and removal of dead services and reinstatement
of Original Surface unless covered by separate items.

A Q111 In earth for [ …..mm ] wide earth drain along temporary m

road, depth not exceeding 1.5 m.

Type B - Normal Foundation

F312 Fill, spread, grade and compact granular fill material.

B a) Imported material – sand material as per Specification m3

C b) Imported material – granular material as per m3
Specification
CULVERT TRENCH IN EARTH

Item for culverts shall be deemed to include all joints, water

stop, concrete base, and concrete surround unless otherwise
stated.

D Q151 Earth commencing from [level ….] [size … x … width x … m3

depth]

q611 Precast Concrete Culvert

E a) [….......mm] diameter single precast concrete pipe m
culvert, Class […….] in standard length of 1 m.
F b) [….......mm x ….......mm] single precast concrete box m
culvert, Class […….] in standard length of 1 m.

Road and Pavings

R100 Subgrade Preparation

G R110 Earth material to receive road pavement. Rate to include m2

scarifying, levelling, and compaction of the top [….......mm]
H R120 Hard material to receive road pavement. Rate to include m2
scarifying, levelling, and compaction of the top [….......mm]
of the subgrade.

I R130 Rock material to receive road pavement. Rate to include m2

trimming of protruding rock above Final Surface, filling of all
cavities with lean concrete and filling with approved crushed
rock or gravel to the Final Surface.

J R141 Stabilise subgrade for [….......mm] thickness of top layer of m2

subgrade using [….......kg] of lime per cubic metre of soil.

K R142 Stabilise subgrade for [….......mm] thickness of top layer of m2

subgrade using [….......kg] of cement per cubic metre of soil.

Page Total carried to Summary of Bill No. 9

Road and Pavings (cont'd)

A R149.1 Stabilise [….......mm] thick subgrade using minimum m2

[….......kg] of granular material per cubic metre of soil, up to
formation level.
* Delete where not applicable BQ9 - 47/313
** Designer to decide which is applicable
PROJECT :

BILL NO. 9 - TRAFFIC MANAGEMENT AND CONTROL

*All quantities are provisional

Item Code No. Description Unit Qty. Rate (RM) Amount (RM)
No.

B R149.2 Stabilise subgrade for [….mm] thickness of top layer of m2

subgrade using [….kg] of bituminous material per cubic
metre of soil.

R200 Sub-Base

G570 Geotextile
C a) Geotextile of the woven type as per Specification m2
D b) Geotextile of the non woven type as per Specification m2

R220 Granular material

E a) [……....mm] thick granular material with a CBR value of m2
not less than 30%, complying with grading limits as the
Specification.

F b) [……….mm] thick granular material with a CBR value of m2

not less than 30%, complying with grading limits of the
Specification into road shoulder.

R300 Roadbase

G R320 [….......mm] thick crushed aggregates with a CBR value of m2

not less than 80%, complying with the Specification.

H R330 [..........mm] thick Bituminous Roadbase (AC28) complying m2

with the Specification.

I R340 [….......mm] thick Wet Mix Roadbase with a CBR value of not m2
less than 80% complying with the Specification.

J R351 […........mm] thick lime-treated Roadbase complying with the m2

Specification

K R352 [….......mm] thick Cement-treated Roadbase complying with m2

the Specification.

500 Surfacing
L R520 Bitumious prime coat to be applied at a rate of 0.5 - 1.0 litre m2
per square metre as per Specification.

Surfacing (cont'd)
M R530 Bitumious tack coat to be applied at a rate of 0.25 - 0.55 litre m2
per square metre as per Specification.

Asphaltic Concrete

N R541 Binder course (AC28), [….mm] thick as per Specification. m2

O R551.1 Wearing course(AC10), [….mm] thick as per Specification. m2

P R551.2 Wearing course(AC14), [….mm] thick as per Specification. m2

Page Total carried to Summary of Bill No. 9

Summary of Bill No. 9 : Traffic Management and

Control
Page BQ9 - 1/10
* Delete where not applicable BQ9 - 48/313
** Designer to decide which is applicable
PROJECT :

BILL NO. 9 - TRAFFIC MANAGEMENT AND CONTROL

*All quantities are provisional

Item Code No. Description Unit Qty. Rate (RM) Amount (RM)
No.

Page BQ9 - 2/10

Page BQ9 - 3/10

Page BQ9 - 4/10

Page BQ9 - 5/10

Page BQ9 - 6/10

Page BQ9 - 7/10

Page BQ9 - 8/10

Page BQ9 - 9/10

Total of Bill No. 9 carried to Summary of Tender

* Delete where not applicable BQ9 - 49/313

** Designer to decide which is applicable
 PROJECT :

BILL NO. 10 - ENVIRONMENTAL PROTECTION AND ENHANCEMENT WORKS

Item No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

NON - PHYSICAL WORKS

ENVIRONMENTAL MANAGEMENT PLAN (EMP)

Preparation of EMP shall be deemed to include the cost

of any survey required, literature, references,
consultation and the production of the documents. It
shall also include the cost for the engagement of
registered environmental consultant required for carrying
out the preparation of the said report in accordance with
DOE Guidelines:

A B110 Preparation, submission and approval of EMP by sum

environmental consultant registered with DOE including:
a) Land-Disturbing Pollution Prevention and Mitigation
Measures (LD-P2M2)*
b) Erosion and Sediment Control Plan
c) Flora Management Plan*
d) Wildlife/Fauna Management Plan*
e) Coral Reef and Marine Ecosystem Management Plan*
f) Social Impact Assessment*
g) Silt Curtain Maintenance Plan*

APPOINTMENT OF ENVIRONMENTAL OFFICER (E.O.)

B B120 Provision of a full time environmental officer (E.O.) for man-mth

environmental management works only, throughout the
contract period for the implementation of EIA and/or JKR
Sistem Pengurusan Alam Sekitar (SPAS) or project more
than RM 20 million including earthwork.

For EIA Project*

E.O. shall have a degree in Civil Engineering or
Environmental Science with minimum three (3) years of
related experience in environmental management works and
must be certified as CESSWI/CISEC/CePSWaM or
equivalent.

For non-EIA Project*

E.O. shall have a degree in Civil Engineering or
Environmental Science with minimum three (3) years of
related experience in environmental management works.

Page Total carried to Summary of Bill No. 10

* Delete where not applicable

BQ 10 - 50/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 10 - ENVIRONMENTAL PROTECTION AND ENHANCEMENT WORKS

Item No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

NON – PHYSICAL WORKS (cont’d)

WATER QUALITY CONTROL AND MONITORING

Water Quality Sampling and In Situ Testing

Water quality testing shall be deemed to include testing
by accredited laboratory:

A B349.1 Conduct in-situ monthly river/stream/other waterbody quality sum

monitoring as specified and as shown in the drawing for the
following parameters or as directed by the S.O throughout the
contract period :-
i. Turbidity.
ii. pH.
iii. Dissolved Oxygen (DO).
iv. Temperature.
v. Sea surface temperature (for marine related projects).*

B B349.2 Conduct in-situ monthly water quality monitoring of the sum

effluent discharge at accommodation, workshop and canteen
area as specified for the following parameters or as directed
by the S.O. throughout the contract period :-

i. Turbidity.
ii. pH.
iii. Dissolved Oxygen (DO).
iv. Temperature.

C B349.3 For EIA project: sum

Conduct in-situ turbidity test at the discharge outlet of the silt
trap, sediment pond, sediment basin within 30 minutes after
rainfall event of more than 12.5mm or as directed by S.O. If
raining continues for more than 24-hours the measurement
shall be done daily.*

Water Quality Sampling and Laboratory Testing

Water quality testing shall be deemed to include testing

by accredited laboratory:

D B359.1 Conduct monthly river/stream/other water body quality sum

monitoring as specified and as shown in the drawing for the
following parameters or as directed by the S.O. throughout
the contract period :-
i. Total suspended solid (TSS).
ii. Biochemical oxygen demand (BOD).
iii. Chemical oxygen demand (COD).
iv. Escherichia coli (E.coli).
v. Ammoniacal nitrogen.
vi. Oil and grease.

Page Total carried to Summary of Bill No. 10

* Delete where not applicable

BQ 10 - 51/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 10 - ENVIRONMENTAL PROTECTION AND ENHANCEMENT WORKS

Item No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

NON – PHYSICAL WORKS (cont’d)

Water Quality Sampling and Laboratory Testing (cont'd)

A B359.2 Conduct monthly water quality monitoring of the effluent sum

discharge at accommodation, workshop and canteen area as
specified for the following parameters or as directed by the
S.O. throughout the contract period :-

i. Total suspended solids (TSS).

ii. Biochemical oxygen demand (BOD).
iii. Chemical oxygen demand (COD).
iv. Escherichia coli (E.coli).
v. Ammoniacal nitrogen.
vi. Oil and grease.

B B359.3 Conduct monthly water quality monitoring at the discharge sum

outlet of silt trap, sediment pond, sediment basin as specified
for Total Suspended Solids (TSS) or as directed by the S.O.
throughout the contract period.

AIR QUALITY CONTROL AND MONITORING

Air Quality Sampling

Air quality sampling shall be deemed to include testing

by accredited laboratory:

C B459 Conduct monthly air quality monitoring for Particulate Matter sum
(PM₁₀), Particulate Matter (PM₂.₅), NO₂, SO₂, CO and O₃ for
24-hour period including wind velocity and direction as
specified throughout the contract period. All equipment or
generator set that produce heat and power shall be monitored
for NO₂ and CO periodically.

NOISE AND VIBRATION CONTROL AND MONITORING

Noise Level Measurement

Noise level measurement shall be deemed to include
monitoring by accredited laboratory:

D B539 Conduct quarterly noise monitoring (24 hours) including Leq, sum
L₁₀ and L₉₀ as specified or as directed by the S.O throughout
the contract period.

Page Total carried to Summary of Bill No. 10

* Delete where not applicable

BQ 10 - 52/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 10 - ENVIRONMENTAL PROTECTION AND ENHANCEMENT WORKS

Item No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

NON – PHYSICAL WORKS (cont’d)

Vibration Measurement
Vibration measurement shall be deemed to include
monitoring by accredited laboratory:

Conduct vibration monitoring as specified or as required

throughout the contract period:

A B541 i. Ground vibration monitoring sum

B B542 ii. Structural vibration monitoring sum

ENVIRONMENTAL MONITORING REPORT

Preparation of five (5) copies (per month) of the following

report (submitted with photos) throughout the contract
period :-

C B810 Monthly environmental monitoring report. sum

ENVIRONMENTAL AUDIT

This audit where applicable shall be in accordance with

DOE requirements:

D B820 Conduct quarterly 3rd party audit as specified including sum

preparation of five (5) copies of Environmental Audit Report
(per audit) throughout the contract period.

E B830 Conduct an environmental closure audit prior to issuance of sum

certificate of practical completion including preparation of five
(5) copies of the report.

CORAL REEF HEALTH MONITORING *

F B910 Conduct monitoring every four months throughout contract sum

period.
Method: Reef Check (100m permanent transect) and 1m x
1m permanent quadrate for seagrass bed (3 quadrate on
each 20m transect – start point, middle point and end point).
Sites: At least 5 sites.
(report to be submitted with photos and video)

TRAINING*

G B920 The contractor shall provide training in the field of nr

environment for the project team. This training shall include
post EIA, Environmental Management System (EMS) and
waste management including schedule waste. The training
shall be conducted and given by an established organisation
with reputable track records in environmental protection and
enhancement works during project management and
construction.

Page Total carried to Summary of Bill No. 10

* Delete where not applicable

BQ 10 - 53/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 10 - ENVIRONMENTAL PROTECTION AND ENHANCEMENT WORKS

Item No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

PHYSICAL WORKS

DUST AND MUD CONTROL

Tyre Washing Facilities

Item for tyre washing facilities shall be deemed to include

construction of tyre washing concrete platform, and
provision and maintenance of water supply and portable
water jets:

A B410 Provision, operation, maintenance and removal upon project Set

completion of Tyre Washing Facilities including operators,
water tank, water supply and other necessary equipments as
specified and as per drawing to clean vehicle tyres at various
exits of the worksites or as directed by the S.O.

Wash Trough

B B420 Provision, operation, maintenance and removal upon project nr

completion of wash trough including operators, water tank,
water supply and other necessary equipments as specified
and as per drawing to clean vehicle tyres at various exits of
the worksites or as directed by the S.O.

Water Bowser Truck

Item for water bowser truck shall be deemed to include

provision and maintenance of vehicle, water supply and
driver:

C B430 Water bowser truck for carrying out water spraying along nr
haul/access roads, existing roads, near settlements and other
required area, for a minimum of three times per day.

Water Sprinkler

Item for water sprinkler shall be deemed to include

provision and maintenance of water sprinkler:

D B440 Water sprinkler; [e.g.for control of dust at quarry/batching sum

plant using pumping system].

Page Total carried to Summary of Bill No. 10

* Delete where not applicable

BQ 10 - 54/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 10 - ENVIRONMENTAL PROTECTION AND ENHANCEMENT WORKS

Item No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

PHYSICAL WORKS (cont’d)

SURFACE RUN-ON OR RUN-OFF CONTROL

Silt Fence

A B210 Construction of 1.0 m high silt fence including non-woven m

geotextile and wooden post with dimension as specified and
as per drawing or as directed by the S.O.

Turbidity Curtain/Silt Curtain

B B220 Installation of Turbidity curtain/Silt curtain including silt curtain m2

screen made from high strength woven polyester geotextile,
bottom weigth, achoring and and floatation system as
specified and as per drawing or as directed by the S.O.

Sand Bags

C B230 Supply and lay gunny sack (or equivalent) size (35-50 mm x nr
60-70 mm) filled with sand as specified and as shown in the
drawing or as directed by the S.O.

Gabion Wall

D B240 Construction of 1.0 m x 1.0 m x1.0 m gabion cage with rock m3

fill, sand bed and geotextile including excavation, jointing,
backfilling and disposal of surplus materials as specified and
as shown in the drawing and as directed by the S.O.

Check Dam

E B250 Construction of check dam using rocks as specified and as m3

shown in the drawing or as directed by the S.O.

TEMPORARY DRAINAGE WORKS

Drain Excavation

Drain excavation shall be deemed to include preparation site,

excavation, levelling, trimming, shaping and compacting
surface of excavation to the required lines, levels, grade and
dimensions and disposal of surplus excavated
material,reinstatement of site on completion of the work,
Inspection at regular interval and after heavy rain to check for
clogs and sediment laden and removal of accumulated
sediment to disposal site and reshaping of temporary
drainage

F B291.1 In earth, depth not exceeding 1.5 m. m3

G B291.2 In earth, depth exceeding 1.5 m. m3

Page Total carried to Summary of Bill No. 10

* Delete where not applicable

BQ 10 - 55/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 10 - ENVIRONMENTAL PROTECTION AND ENHANCEMENT WORKS

Item No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

PHYSICAL WORK (cont'd)

EROSION CONTROL
Natural Control
A F410 Closed turfing. m2
Proprietary Products
Supply, install and maintain proprietary or any man-made
products available in the market to control erosion on slopes
subjected to JKR’s approval.

B B292 a) Erosion control blanket (Fibromat or equivalent). m2

C F430 b) Biodegradable blanket. (or any other suitable products ) m2

SEDIMENT CONTROL
Silt Trap
D B271 a) Excavation to form silt trap as per drawing including m3
backfilling and disposal of surplus material.

E B272.1 b) Sand bedding for silt traps. m3

F B272.2 c) Stone filling at inlet and outlet. m3

G B272.3 d) 25mm size aggregate filling including geotextile. m3

e) Gabion cage with rock fill and geotextile including

excavation, jointing, backfilling and disposal of surplus
materials as specified and as per drawing or as directed by
the S.O.:

H B275.1 i. 1.0 m x 1.0 m x 1.0 m gabion. m3

J B275.2 ii. 2.0 m x 1.0 m x 1.0 m gabion. m3

K B276.1 iii. 1.0 m x 1.0 m x 0.3 m gabion mattress. m3

L B276.2 iv. 2.0 m x 1.0 m x 0.3 m gabion mattress. m3

MAINTENANCE

Items for maintenance shall be deemed to include

disposal of accumulated debris, sediment and silt to an
approved site, unless otherwise stated:

M B281 a) Silt fence. sum

N B282 b) Turbidity curtain/Silt curtain. sum
P B283 c) Sand bags. sum
Q B284 d) Gabion wall. sum
R B285 e) Check dam. sum
S B286 f) Sediment basin. sum

T B287 g) Silt trap. sum

Page Total carried to Summary of Bill No. 10

* Delete where not applicable

BQ 10 - 56/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 10 - ENVIRONMENTAL PROTECTION AND ENHANCEMENT WORKS

Item No. Code No. Description Unit Qty. Rate (RM) Amount (RM)
PHYSICAL WORK (cont'd)

STOCKPILE PROTECTION
A B293 Provision and maintenance of canvas/tarpaulin sheeting to m2
immediately cover topsoil stockpile for turfing and
landscaping.

FUEL SPILLAGE MANAGEMENT

Containment Bund for Bulk Fuel Tank
Item for skid tank bund shall be deemed to include
traps , oil and grease separators, and its maintenance
and removal upon completion:

B B310 Construct impervious concrete base as per drawing to contain sum

110% volume of stored fuel including grease trap.

WASTE MANAGEMENT
Item for scheduled waste shall be deemed to include
storage, labelling and transportation from site by a
licensed contractor for disposal as per Department of
Environment (DOE) Regulation:
C B610 Scheduled wastes storage as per drawing and disposal sum

D B620 Household solid waste storage and disposal sum

E B630 Construction solid waste storage and disposal sum

Grease Trap
F B690 Provision and maintenance of grease traps at kitchen and nr
accommodation areas, site office, workshop and scheduled
waste storage.

G B930 MANAGEMENT OF DISPOSAL SITE FOR SURPLUS sum

MATERIALS
Item coverage shall be deemed to include all necessary
works as mentioned in the 'Instruction to contractors on
disposal of surplus cut material' drawing and 'Surplus
material disposal embankment' drawing.

Page Total carried to Summary of Bill No. 10

* Delete where not applicable

BQ 10 - 57/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 10 - ENVIRONMENTAL PROTECTION AND ENHANCEMENT WORKS

Item No. Code No. Description Unit Qty. Rate (RM) Amount (RM)
PHYSICAL WORK (cont'd)

FLORA MANAGEMENT*

A B711 Conduct and prepare five (5) copies of Flora Survey Report sum
as specified by Jabatan Perhutanan or other relevant
authorities.

B B719 Preparation, submission and approval of Flora Management sum

Plan as specified by Jabatan Perhutanan or other relevant
authorities.

C B712 Relocate, transport and maintain of specified flora at specified nr

location as directed by Jabatan Perhutanan or other relevant
authorities.

WILDLIFE MANAGEMENT*

D B721 Conduct and prepare five (5) copies of Fauna Survey Report sum
as specified by Jabatan Perlindungan Hidupan Liar dan
Taman Negara (PERHILITAN) or other relevant authorities.

E B729.1 Preparation, submission and approval of Wildlife sum

Management Plan (WMP) as specified by Jabatan
Perlindungan Hidupan Liar dan Taman Negara
(PERHILITAN) or other relevant authorities.

F B729.2 Implementation of WMP including monitoring, enforcement sum

and mitigation.

CORAL REEF AND MARINE ECOSYSTEM

MANAGEMENT*

G B791 Conduct and prepare five (5) copies of Coral Reef and Marine sum
Ecosystem survey report as specified by Jabatan Taman Laut
or other relevant authorities.

H B792 Preparation, submission and approval of Coral Reef and sum -

Marine Ecosystem Management Plan as specified by Jabatan
Taman Laut or other relevant authorities.

J B793 Relocation of coral and immotile marine organisms at an sum

approved location as directed by Jabatan Taman Laut or
other relevant authorities.

Page Total carried to Summary of Bill No. 10

* Delete where not applicable

BQ 10 - 58/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 10 - ENVIRONMENTAL PROTECTION AND ENHANCEMENT WORKS

Item No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

Summary of Bill No. 10 : Environmental Protection And

Enhancement Works

Page BQ10 - 1/10

Page BQ10 - 2/10

Page BQ10 - 3/10

Page BQ10 - 4/10

Page BQ10 - 5/10

Page BQ10 - 6/10

Page BQ10 - 7/10

Page BQ10 - 8/10

Page BQ10 - 9/10

Total of Bill No. 10 carried to Summary of Tender

* Delete where not applicable

BQ 10 - 59/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 11 - ROUTINE MAINTENANCE WORKS

Item No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

ROUTINE MAINTENANCE WORKS DURING CONSTRUCTION

PERIOD

MAINTAIN THE EXISTING ROAD

Provision of all labour, equipments, tools material, transport

and whatever necessary to all the works stated below as per
standard JKR road specification:

A A351.1 Maintenance of Pavement Surface km-mth

The works shall comprise of :
a) Patching of potholes to be commenced immediately
b) Treatment/sealing of surface cracks
c) Reinstate edge deterioration of back filled trenches
d) Treatment to stripping of aggreagate
e) Treatment for rutting
f) Treatment to deterioration of concrete pavement surface

g) Repair to concrete pavement joints

h) Repair to paving blocks and slabs.

B A351.2 Maintainance of Road Shoulder km-mth

The works shall comprise of :
a) Re-grading and clearing of vegetation
b) Topping up of shoulder with suitable filling material
c) Filling of irregularities in unsealed shoulders
d) Filling of pavement/shoulder level differences
e) Clear vegetation on paved shoulder

C A351.3 Grass Cutting km-mth

The works shall comprise grass cutting, disposal of cut grass
and debris. The frequency of grass cutting shall be carried out
once a month. The limit and extent as described below :

a) Road shoulder
b) Slope area
c) Berm drain, interceptor drain and all other types of drain on
slopes
d) Median
e) Clear vegetation on paved surface

Road Furnitures
D A351.4 The works shall comprise of cleaning works and shall be carried cycle
out 4 cycles/year of cleaning of :
i) Guardrails and barriers
ii) Signages and posts
iii) Kilometer post and delineator post
iv) Traffic signal aspects.

E A351.5 The works shall comprise of repainting works and shall be cycle
carried out 2 years/cycle of repainting of :
i) Barriers
ii) Signages and traffic signal posts
iii) Kilometer post and delineator post
iv) Road kerbs.

* Delete where not applicable

BQ 11 - 60/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 11 - ROUTINE MAINTENANCE WORKS

Item No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

Page Total carried to Summary of Bill No. 11

* Delete where not applicable

BQ 11 - 61/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 11 - ROUTINE MAINTENANCE WORKS

Item No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

ROUTINE MAINTENANCE WORKS DURING CONSTRUCTION

PERIOD (cont'd)

MAINTAIN THE EXISTING ROAD (cont'd)

Bridges and Culverts

Provision of all labour, equipments, tools material, transport

and whatever necessary to all the works stated below as per
standard JKR road specifications :

A A351.6 The works shall comprise of cleaning works and shall be carried cycle
out 4 cycles/year of cleaning of :
i) Expansion joints
ii) Weep holes
iii) Parapets
iv) Bearing shelves
v) Grafiti and markings
vi) Waterway or culvert opening and bridge carriageway
vii) Removal of vegetation and lubricating and greasing
operation for steel bearings
viii) Water down pipe

B A351.7 The works shall comprise of repainting works and shall be cycle
carried out 2 years/cycle of repainting of :
i) Concrete parapets/railings
ii) Steel railings

Roadline Marking

The works shall comprise of repainting roadline marking when

faded by using Hot-applied reflectorised all weather
thermoplastic road markings:-

C R822 Type 6 [edge line]: 150mm wide continous line. m

D R823 Type …. [centre/lane line]: [….mm] wide intermittent line with m

[….mm] line and [….mm] gap.

E R824 Chevron marking m²

Drainage

F A351.8 The works shall comprise of cleaning debris, desilting and repair cycle
works and shall be carried out 4 cycles/year :

a) Debris in lined drains

b) Debris in unlined drains
c) Debris in sump
d) Debris in culverts
e) Blocked gratings
f) Repair to damaged drains and sumps.
g) Repair to misaligned unlined drains
h) Reseat mis-seated covers
i) Repair to damaged covers

Page Total carried to Summary of Bill No. 11

* Delete where not applicable

BQ 11 - 62/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 11 - ROUTINE MAINTENANCE WORKS

Item No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

ROUTINE MAINTENANCE WORKS DURING CONSTRUCTION

PERIOD (cont'd)

MAINTAIN THE EXISTING ROAD (cont'd)

Litter Collection and Disposal of Minor Obstruction/Debris

Provision of all labour, equipments, tools material, transport

and whatever necessary to all the works stated below :

A A351.9 Litter collection and disposal, removal and disposal of loose sum
material and debris, carcass as and when required

Landscaping

B A351.10 Items for maintaining all landscaping shall be deemed to km-mth

include digging, planting media, bedding, stalking,
protection, watering, weeding, required fertilising, and
replacement of dead item until the vegetation is established:

The works shall comprise of :

a) Watering at every alternate day
b) Cutting and trimming and shall be carried out once a month
c) Weeding, fertilising, insect pest and disease control, pruning
and mulching shall be carried out once a month

RESURFACING WORKS
Regulation
C R530 Bituminous tack coat as per Specification. m2

D R580 Asphaltic Concrete Wearing Course [AC …...] to the required t

formation level.

Resurfacing
E R530 Bituminous tack coat as per Specification. m²

F R551 [….mm] thick Asphaltic Concrete Wearing Course [AC …...], as m²

per Specification.

Pavement Markings

Hot-applied reflectorised all weather thermoplastic road

markings:

G R822 Type 6 [edge line]: 150mm wide continous line. m

H R823 Type …. [centre/lane line]: [….mm] wide intermittent line with m

[….mm] line and [….mm] gap.

J R824 Chevron marking m²

Page Total carried to Summary of Bill No. 11

* Delete where not applicable

BQ 11 - 63/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 11 - ROUTINE MAINTENANCE WORKS

Item No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

ROUTINE MAINTENANCE WORKS DURING CONSTRUCTION

PERIOD (cont'd)

MAINTAIN THE TEMPORARY ROAD DIVERSION

Provision of all labour, equipments, tools material, transport

and whatever necessary to all the works stated below as per
standard JKR road specification:

A A353.1 Maintenance of Pavement Surface km-mth

The works shall comprise of :
a) Patching of potholes to be commenced immediately
b) Treatment/sealing of surface cracks
c) Reinstate edge deterioration of back filled trenches
d) Treatment to stripping of aggreagate
e) Treatment for rutting
f) Treatment to deterioration of concrete pavement surface
g) Repair to concrete pavement joints
h) Repair to paving blocks and slabs

B A353.2 Maintainance of Road Shoulder km-mth

The works shall comprise of :
a) Re-grading and clearing of vegetation
b) Topping up of shoulder with suitable filling material
c) Filling of irregularities in unsealed shoulders
d) Filling of pavement/shoulder level differences
e) Clear vegetation on paved shoulder

C A353.3 Grass Cutting km-mth

The works shall comprise grass cutting, disposal of cut grass
and debris. The frequency of grass cutting shall be carried out
once a month. The limit and extent as described below:

a) Road shoulder
b) Slope area
c) Berm drain, interceptor drain and all other types of drain on
slopes
d) Median
e) Clear vegetation on paved surface

Road Furnitures
D A353.4 The works shall comprise of cleaning works and shall be carried cycle
out 4 cycles/year of cleaning of :
i) Guardrails and barriers
ii) Signages and posts
iii) Kilometer post and delineator post
iv) Traffic signal aspects.

E A353.5 The works shall comprise of repainting works and shall be cycle
carried out 2 years/cycle of repainting of :
i) Barriers
ii) Signages and traffic signal posts
iii) Kilometer post and delineator post
iv) Road kerbs.

* Delete where not applicable

BQ 11 - 64/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 11 - ROUTINE MAINTENANCE WORKS

Item No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

Page Total carried to Summary of Bill No. 11

* Delete where not applicable

BQ 11 - 65/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 11 - ROUTINE MAINTENANCE WORKS

Item No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

ROUTINE MAINTENANCE WORKS DURING CONSTRUCTION

PERIOD (cont'd)

MAINTAIN THE TEMPORARY ROAD DIVERSION (cont'd)

Bridges and Culverts

Provision of all labour, equipments, tools material, transport and
whatever necessary to all the works stated below as per
standard JKR road specification :

A A353.6 The works shall comprise of cleaning works and shall be carried cycle
out 4 cycles/year of cleaning of :
i) Expansion joints
ii) Weep holes
iii) Parapets
iv) Bearing shelves
v) Grafiti and markings
vi) Waterway or culvert opening and bridge carriageway
vii) Removal of vegetation and lubricating and greasing
operation for steel bearings
viii) Water down pipe

B A353.7 The works shall comprise of repainting works and shall be cycle
carried out 2 years/cycle of repainting of :
i) Concrete parapets/railings
ii) Steel railings

Drainage

C A353.8 The works shall comprise of cleaning debris and desilting works cycle
and shall be carried out 4 cycles/year :
a) Debris in lined drains
b) Debris in unlined drains
c) Debris in sump
d) Debris in culverts
e) Blocked gratings

Litter Collection and Disposal of Minor Obstruction/Debris

Provision of all labour, equipments, tools material, transport

and whatever necessary to all the works stated below :

D A353.9 Litter collection and disposal, removal and disposal of loose sum
material and debris, carcass as and when required

Existing Road Converted to Temporary Road Diversion

Outside of Limit of Works

E A353.10 Maintenance of Pavement Surface km-mth

The works shall comprise of :
a) Patching of potholes to be commenced immediately
b) Treatment/sealing of surface cracks
c) Reinstate edge deterioration of back filled trenches
d) Treatment to stripping of aggreagate
e) Treatment for rutting
f) Treatment to deterioration of concrete pavement surface

g) Repair to concrete pavement joints

h) Repair to paving blocks and slabs

* Delete where not applicable

BQ 11 - 66/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 11 - ROUTINE MAINTENANCE WORKS

Item No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

Page Total carried to Summary of Bill No. 11

* Delete where not applicable

BQ 11 - 67/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 11 - ROUTINE MAINTENANCE WORKS

Item No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

ROUTINE MAINTENANCE WORKS DURING CONSTRUCTION

PERIOD (cont'd)

Maintain The Road Lighting And Traffic Signal Light

Maintenance Of Existing Road Lighting Within Project Site

A A391 The Contractor shall ensure the road within the project site to be sum
lighted up sufficently according to the local authority requirement
and maintained in good working conditon through out
construction period including replacing all faulty and missing
components, and removal from site upon completion of the road
works / handovers to local authority as instructed by the S.O.

Maintenance of Existing Traffic Signal Light Within Project

Site

B A392 The Contractor shall maintain the existing Traffic Signal Light sum
System in good working condition through out construction
period including replacing all faulty and missing component, and
removal from site upon completion of the road works / handovers
to local authority as instructed by the S.O.

Maintenance of Existing High Mast Within Project Site

C A393 The Contractor shall maintain the existing high mast lighting sum
system in good working condition throughout the contract period
including replacing all existing faulty and missing component.

Page Total carried to Summary of Bill No. 11

* Delete where not applicable

BQ 11 - 68/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 11 - ROUTINE MAINTENANCE WORKS

Item No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

ROUTINE MAINTENANCE WORKS DURING DEFECT

LIABILITY PERIOD

MAINTAIN THE COMPLETED ROAD

Provision of all labour, equipments, tools material, transport
and whatever necessary to all the works stated below as per
standard JKR road specification :

Grass Cutting

A A359.1 The works shall comprise grass cutting, disposal of cut grass km-mth
and debris. The frequency of grass cutting shall be carried out
once a month. The limit and extent as described below:

a) Road shoulder
b) Slope area
c) Berm drain, interceptor drain and all other types of drain on
slopes
d) Median
e) Clear vegetation on paved surface

Road Furnitures

B A359.2 The works shall comprise of cleaning works and shall be carried cycle
out 4 cycles/year of cleaning of :
a) Guardrails and barriers
b) Signages and posts
c) Kilometer post and delineator post
d) Traffic signal aspects.

Bridges and Culverts

Provision of all labour, equipments, tools material, transport

and whatever necessary to all the works stated below as per
standard JKR road specification :

C A359.3 The works shall comprise of cleaning works and shall be carried cycle
out 4 cycles/year of cleaning of :
a) Expansion joints
b) Weep holes
c) Parapets
d) Bearing shelves
e) Grafiti and markings
f) Waterway or culvert opening and bridge carriageway
g) Removal of vegetation and lubricating and greasing operation
for steel bearings
h) Water down pipe

Page Total carried to Summary of Bill No. 11

* Delete where not applicable

BQ 11 - 69/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 11 - ROUTINE MAINTENANCE WORKS

Item No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

ROUTINE MAINTENANCE WORKS DURING DEFECT

LIABILITY PERIOD (cont'd)

MAINTAIN THE COMPLETED ROAD (cont'd)

Drainage

A A359.4 The works shall comprise of cleaning debris and desilting works cycle
and shall be carried out 4 cycles/year :
a) Debris in lined drains
b) Debris in unlined drains
c) Debris in sump
d) Debris in culverts
e) Blocked gratings

Litter Collection and Disposal of Minor Obstruction/Debris

Provision of all labour, equipments, tools material, transport

and whatever necessary to all the works stated below :

B A359.5 Litter collection and disposal, removal and disposal of loose sum
material and debris, carcass as and when required

Landscaping

C A359.6 Items for maintaining all landscaping shall be deemed to km-mth

include digging, planting media, bedding, stalking,
protection, watering, weeding, required fertilising, and
replacement of dead item until the vegetation is established.

The works shall comprise of :

a) Watering at every alternate day
b) Cutting and trimming and shall be carried out once a month
c) Weeding, fertilising, insect pest and disease control, pruning
and mulching shall be carried out once a month

Page Total carried to Summary of Bill No. 11

* Delete where not applicable

BQ 11 - 70/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 11 - ROUTINE MAINTENANCE WORKS

Item No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

Summary of Bill No. 11 : Routine Maintenance Works

Page BQ11 - 1/9

Page BQ11 - 2/9

Page BQ11 - 3/9

Page BQ11 - 4/9

Page BQ11 - 5/9

Page BQ11 - 6/9

Page BQ11 - 7/9

Page BQ11 - 8/9

Total of Bill No. 11 carried to Summary of Tender

* Delete where not applicable

BQ 11 - 71/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 12 - OCCUPATIONAL SAFETY AND HEALTH MANAGEMENT (FOR PROJECT BELOW RM20M)

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

PLANNING FOR SAFETY & HEALTH

MANAGEMENT SYSTEM
A A411.1 Preparation of five (5) copies site safety and health sum
plan (S-Plan) as per JKR requirement and it shall
include among others:
i.) Safety and
Health Policy ii.)
Emergency Response Plan (ERP)
iii.) Chemical Safety Data Sheets (CSDS)

(Shall submit within Three (3) months

after the receipt of Letter of Acceptance).
B A411.2 Preparation of Hazard Identification Risk Assessment sum
and Risk Control (HIRARC) for the activities carried
out at site. (To be sequent submitted before
commencement of each works throughout the
contract period).

C A414 Safety Report mth

Prepare and submit to the S.O/P.D of five (5) copies
monthly safety & health report describing the
occurences of accidents, near misses, injuries and
deaths and the actions taken. The report may be
incorparated in the Progress Report for the entire
duration of the contract. It shall also include:-
i.
Schedule of safety & health committee meetings

ii. Site safety & health toolbox meetings

iii. Safety & health audit
reports iv.
Safety & health inspections reports

RESOURCES FOR SITE SAFETY

D A412.2 Employment of a Site Safety & Health Supervisor man-mth

(SSS) and to the satisfaction of the S.O/P.D for the
entire duration of the construction period to be
stationed minimum 15 hours a week at the site.

Page Total carried to Summary of Bill No. 12

* Delete where not applicable

BQ12 - 72/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 12 - OCCUPATIONAL SAFETY AND HEALTH MANAGEMENT (FOR PROJECT BELOW RM20M)

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

PROTECTIVE EQUIPMENT

A413 Provision and maintenance of Personal Protective

Equipment to S.O/P.D staffs at Site of adequate
quantity and of approved quality. The equipment shall
include but not be limited to the following:

A A413.1 Safety boots. pairs

B A413.2 Safety helmets. pcs

C A413.3 Full Body Harness c/w Hook and Lankyard for pcs
workmen who work at heights more than 2m above
ground level.

D A413.4 Safety / life lines for workmen who work at heights m run
more than 2m above ground level.

E A413.5 Protective gloves. pairs

F A413.6 Safety goggles. pairs

G A413.7 Safety jackets of reflective type. pcs

H A413.8 Ear plugs and muffs. pairs

I A413.9 Gas masks. set

J A413.10 Dust musks. pcs

K A413.11 Head lamp. pcs

L A413.12 Life jackets. pcs

M A413.13 (any additional…….etc)

Provision and maintenance on the site during the

duration of the works, of the adequate safety
equipment to be approved by the S.O/P.D as follows:

N A413.14 Gas detectors. nos

O A413.15 Breathing apparatus. pcs

P A413.16 Air ventilation pumps. pcs

Q A413.17 Warning lights. pcs

R A413.18 Fire extinguishers. pcs

S A413.19 Hazard tape. roll

T A413.20 Safety barriers. pcs

Page Total carried to Summary of Bill No. 12

* Delete where not applicable

BQ12 - 73/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 12 - OCCUPATIONAL SAFETY AND HEALTH MANAGEMENT (FOR PROJECT BELOW RM20M)

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

A A416 Safety Signages as per Malaysian Standard sum

specification

SAFE WORKING AREA

B A419.3 Supply, erection, maintenance and removal on sum

completion of the works, protective and security
hoarding as stipulated in JKR Specification For
Occupational Safety And Health For Engineering
Construction Works.

C A419.4 Supply, erection and dismantling of scaffolding, sum

working platform with safety nettings (please delete
where not applicable) by competent person(s) under
the direct supervision of a designated person as
stipulated in JKR Specification For Occupational
Safety And Health For Engineering Construction
Works.

D A419.5 Submission of scaffolding design and working sum

platform for works above 15m height certified by a
Professional Engineer for the approval of the S.O/P.D
as stipulated in JKR Specification For
Occupational Safety And Health For Engineering
Construction Works.

E A419.6 Supply, erection, maintains and dismantling of catch sum

platform during demolition of structure or other related
exterior works at more than 12m height. Such
platform shall be designed by a Professional
Engineer and certified for safety prior to erection as
stipulated in JKR Specification For Occupational
Safety And Health For Engineering Construction
Works.

Page Total carried to Summary of Bill No. 12

* Delete where not applicable

BQ12 - 74/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 12 - OCCUPATIONAL SAFETY AND HEALTH MANAGEMENT (FOR PROJECT BELOW RM20M)

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

A A419.7 Supply, erection, maintenance and removal of safety sum

barricades / fencing / railing / screen / wire netting /
toe board for maintaining safe working environment
(please delete where not applicable).

B A419.8 Provision and maintenance of guardrails or board sum

fences and temporary foot walks with adequate
temporary overhead protection for public walkways
and thoroughfares (please delete where not
applicable).

C A419.9 Condoning off working area and provision of public sum

control and safety measures where lifting operations,
moving, shifting, transferring works and carried out
outside the hoarded up area of the worksite as
stipulated in JKR Specification For Occupational
Safety And Health For Engineering Construction
Works.

D A419.10 Measures to prevent the breeding of mosquitoes, sum

houseflies, rats, insects and other dangerous animals
on the site throughout contract period.

SPECIAL WORK CONDITION

Allow for Statutory Obligation including payment of all

fees and charges compliance with Occupational
Safety and Health requirements stated in laws,
regulations and by-laws which are not included
elsewhere in this Bills of Quantities as stipulated
under the Condition of Contract and JKR
Specification For Occupational Safety And Health
For Engineering Construction Works, details of
which are to be particularized below:-

E A420 The Contractor shall ensure that closed tanks with sum
restricted means of entry and exit, open manholes,
trenches, pipes, flues, ducts, ceiling voids, enclosed
rooms such as basements and other places where
there is inadequate ventilation and/or the air is either
contaminated or oxygen deficient, be tested before
entry to determine that there are adequate levels of
oxygen present, and that dangerous amounts of
flammable and or poisonous gases are not present.
(Proprietary meters are available).

The Contractor shall establish a safe work

system for workers who will be carrying out their work
in confined spaces.
The Contractor shall adopt an entry
permit system, so as to ensure that employees and
others are aware of the location of anyone required to
enter confined spaces.

Page Total carried to Summary of Bill No. 12

* Delete where not applicable

BQ12 - 75/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 12 - OCCUPATIONAL SAFETY AND HEALTH MANAGEMENT (FOR PROJECT BELOW RM20M)

No. Code No. Description Unit Qty. Rate (RM) Amount (RM)

Summary of Bill No. 12 : Occupational Safety &

Health Management (For Project Below RM 20M)

Page BQ12 - 1/5

Page BQ12 - 2/5

Page BQ12 - 3/5

Page BQ12 - 4/5

Total of Bill No.12 carried to Summary Of Tender

* Delete where not applicable

BQ12 - 76/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 12 - OCCUPATIONAL SAFETY AND HEALTH MANAGEMENT (FOR PROJECT ABOVE RM20M)

Item No Code No. Description Unit Qty. Rate (RM) Amount (RM)

PLANNING FOR SAFETY & HEALTH

MANAGEMENT SYSTEM
A A411.1 Preparation of five (5) copies site safety and health sum
plan (S-Plan) as per JKR requirement and it shall
include among others:
i.) Safety and
Health Policy ii.)
Emergency Response Plan (ERP)
iii.) Chemical Safety Data Sheets (CSDS)

(Shall submit within Three (3) months

after the receipt of Letter of Acceptance).
B A411.2 Preparation of Hazard Identification Risk Assessment sum
and Risk Control (HIRARC) for the activities carried
out at site. (To be sequent submitted before
commencement of each works throughout the
contract period).

C A414 Safety Report mth

Prepare and submit to the S.O/P.D of five (5) copies
monthly safety & health report describing the
occurences of accidents, near misses, injuries and
deaths and the actions taken. The report may be
incorparated in the Progress Report for the entire
duration of the contract. It shall also include:-
i.
Schedule of safety & health committee meetings

ii. Site safety & health toolbox meetings

iii. Safety & health audit
reports iv.
Safety & health inspections reports

RESOURCES FOR SITE SAFETY

D A412.1 Employment of a Site Safety & Health Officer (SHO) man-mth

registered with DOSH and to the satisfaction of the
S.O/P.D/DOSH for the entire contract period to the
stationed fulltime at the site. (For works exceeding
RM20 millions contract value or high risk workplace
as directed by S.O/P.D/DOSH).

E A412.2 Employment of a Site Safety & Health Supervisor man-mth

(SSS) and to the satisfaction of the S.O/P.D for the
entire duration of the construction period to be
stationed minimum 15 hours a week at the site.

Page Total carried to Summary of Bill No. 12

* Delete where not applicable

BQ12 - 77/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 12 - OCCUPATIONAL SAFETY AND HEALTH MANAGEMENT (FOR PROJECT ABOVE RM20M)

Item No Code No. Description Unit Qty. Rate (RM) Amount (RM)

PROTECTIVE EQUIPMENT

A413 Provision and maintenance of Personal Protective

Equipment to S.O/P.D staffs at Site of adequate
quantity and of approved quality. The equipment shall
include but not be limited to the following:

A A413.1 Safety boots. pairs

B A413.2 Safety helmets. pcs

C A413.3 Full Body Harness c/w Hook and Lankyard for pcs
workmen who work at heights more than 2m above
ground level.

D A413.4 Safety / life lines for workmen who work at heights m run
more than 2m above ground level.

E A413.5 Protective gloves. pairs

F A413.6 Safety goggles. pairs

G A413.7 Safety jackets of reflective type. pcs

H A413.8 Ear plugs and muffs. pairs

I A413.9 Gas masks. set

J A413.10 Dust musks. pcs

K A413.11 Head lamp. pcs

L A413.12 Life jackets. pcs

M A413.13 (any additional…….etc)

Provision and maintenance on the site during the

duration of the works, of the adequate safety
equipment to be approved by the S.O/P.D as follows:

N A413.14 Gas detectors. nos

O A413.15 Breathing apparatus. pcs

P A413.16 Air ventilation pumps. pcs

Q A413.17 Warning lights. pcs

R A413.18 Fire extinguishers. pcs

S A413.19 Hazard tape. roll

T A413.20 Safety barriers. pcs

Page Total carried to Summary of Bill No. 12

* Delete where not applicable

BQ12 - 78/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 12 - OCCUPATIONAL SAFETY AND HEALTH MANAGEMENT (FOR PROJECT ABOVE RM20M)

Item No Code No. Description Unit Qty. Rate (RM) Amount (RM)

A A416 Safety Signages as per Malaysian Standard sum

specification

SAFE WORKING AREA

B A419.3 Supply, erection, maintenance and removal on sum

completion of the works, protective and security
hoarding as stipulated in JKR Specification For
Occupational Safety And Health For Engineering
Construction Works.

C A419.4 Supply, erection and dismantling of scaffolding, sum

working platform with safety nettings (please delete
where not applicable) by competent person(s) under
the direct supervision of a designated person as
stipulated in JKR Specification For Occupational
Safety And Health For Engineering Construction
Works.

D A419.5 Submission of scaffolding design and working sum

platform for works above 15m height certified by a
Professional Engineer for the approval of the S.O/P.D
as stipulated in JKR Specification For
Occupational Safety And Health For Engineering
Construction Works.

E A419.6 Supply, erection, maintains and dismantling of catch sum

platform during demolition of structure or other related
exterior works at more than 12m height. Such
platform shall be designed by a Professional
Engineer and certified for safety prior to erection as
stipulated in JKR Specification For Occupational
Safety And Health For Engineering Construction
Works.

Page Total carried to Summary of Bill No. 12

* Delete where not applicable

BQ12 - 79/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 12 - OCCUPATIONAL SAFETY AND HEALTH MANAGEMENT (FOR PROJECT ABOVE RM20M)

Item No Code No. Description Unit Qty. Rate (RM) Amount (RM)

A A419.7 Supply, erection, maintenance and removal of safety sum

barricades / fencing / railing / screen / wire netting /
toe board for maintaining safe working environment
(please delete where not applicable).

B A419.8 Provision and maintenance of guardrails or board sum

fences and temporary foot walks with adequate
temporary overhead protection for public walkways
and thoroughfares (please delete where not
applicable).

C A419.9 Condoning off working area and provision of public sum

control and safety measures where lifting operations,
moving, shifting, transferring works and carried out
outside the hoarded up area of the worksite as
stipulated in JKR Specification For Occupational
Safety And Health For Engineering Construction
Works.

D A419.10 Measures to prevent the breeding of mosquitoes, sum

houseflies, rats, insects and other dangerous animals
on the site throughout contract period.

SPECIAL WORK CONDITION

Allow for Statutory Obligation including payment of all

fees and charges compliance with Occupational
Safety and Health requirements stated in laws,
regulations and by-laws which are not included
elsewhere in this Bills of Quantities as stipulated
under the Condition of Contract and JKR
Specification For Occupational Safety And Health
For Engineering Construction Works, details of
which are to be particularized below:-

E A420 The Contractor shall ensure that closed tanks with sum
restricted means of entry and exit, open manholes,
trenches, pipes, flues, ducts, ceiling voids, enclosed
rooms such as basements and other places where
there is inadequate ventilation and/or the air is either
contaminated or oxygen deficient, be tested before
entry to determine that there are adequate levels of
oxygen present, and that dangerous amounts of
flammable and or poisonous gases are not present.
(Proprietary meters are available).

The Contractor shall establish a safe work

system for workers who will be carrying out their work
in confined spaces.
The Contractor shall adopt an entry
permit system, so as to ensure that employees and
others are aware of the location of anyone required to
enter confined spaces.

Page Total carried to Summary of Bill No. 12

* Delete where not applicable

BQ12 - 80/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 12 - OCCUPATIONAL SAFETY AND HEALTH MANAGEMENT (FOR PROJECT ABOVE RM20M)

Item No Code No. Description Unit Qty. Rate (RM) Amount (RM)

Summary of Bill No. 12 : Occupational Safety &

Health Management (For Project Above RM 20M)

Page BQ12 - 1/5

Page BQ12 - 2/5

Page BQ12 - 3/5

Page BQ12 - 4/5

Total of Bill No.12 carried to Summary of Tender

* Delete where not applicable

BQ12 - 81/313
** Designer to decide which is applicable
 PROJECT :

BILL NO. 13 - PROVISIONAL SUM

Item No.
Code No. Description Unit Qty. Rate (RM) Amount (RM)
(Review)

PROVISIONAL SUM

W100 PROVISIONAL SUM

W110 Landscaping

A Allow a Provisional Sum of Ringgit sum

Malaysia ................................. Only
(RM.................) for the landscaping works to be
expended as directed by the Superintending Officer
or deducted in whole or in part if not expended.

W120 Relocation and Protection of Utility Services

Allow a Provisional Sum of Ringgit

Malaysia ................................. Only
(RM.................) for the protection and/or
relocation of the existing utilities services as listed
below to be expended as directed by the
Superintending Officer or deducted in whole or in
part if not expended.

B W120.1 TNB sum

C W120.2 Telecommunication sum

D W120.3 Waterworks sum

E W120.4 Gas Supply sum

F W120.5 Sewerage sum

G W120.6 Others: …………….. sum

W130 Shelter for Bus / Motorcycle

H Allow a Provisional Sum of Ringgit sum

Malaysia ................................. Only
(RM.................) for the shelter for bus /
motorcycle to be expended as directed by the
Superintending Officer or deducted in whole or in
part if not expended.

W140 Confirmatory S.I Works

I Allow a Provisional Sum of Ringgit sum

Malaysia ................................. Only
(RM.................) for the confirmatory S.I works
during construction to be expended as directed by
the Superintending Officer or deducted in whole or
in part if not expended.

Page Total carried to Summary of Bill No. 13

* Delete where not applicable BQ13 - 82/313

** Designer to decide which is applicable
 PROJECT :

BILL NO. 13 - PROVISIONAL SUM

Item No.
Code No. Description Unit Qty. Rate (RM) Amount (RM)
(Review)

Others:

I W190 Allow a Provisional Sum of Ringgit sum

Malaysia ................................. Only
(RM.................) for the ……………………………….
to be expended as directed by the Superintending
Officer or deducted in whole or in part if not
expended.

W200 PROVISIONAL SUM TO BE EXECUTED BY

CLASS G1 & G2 BUMIPUTRA CONTRACTORS

A (page 2) Allow a Provisional Sum of Ringgit Malaysia

………………………….......... Only (RM..............) for
………………………………... to be executed by
Class G1 "Bumiputra" Contractor and to be
expended as directed by the Superintending Officer
or deducted in whole or in part if not expended.

W210 Allow for Attendance sum

W220 Allow for Profit (……..%) %

B (page 2) Allow a Provisional Sum of Ringgit Malaysia

………………………….......... Only (RM..............) for
………………………………... to be executed by
Class G2 "Bumiputra" Contractor and to be
expended as directed by the Superintending Officer
or deducted in whole or in part if not expended.

W210 Allow for Attendance sum

W220 Allow for Profit (……..%) %

Page Total carried to Summary of Bill No. 13

* Delete where not applicable BQ13 - 83/313

** Designer to decide which is applicable
 PROJECT :

BILL NO. 13 - PROVISIONAL SUM

Item No.
Code No. Description Unit Qty. Rate (RM) Amount (RM)
(Review)

Summary of Bill No. 13 : Provisional Sum

Page BQ13 - 1/2

Page BQ13 - 2/2

Total of Bill No.13 carried to Summary of

Tender

* Delete where not applicable BQ13 - 84/313

** Designer to decide which is applicable
 PROJECT :

BILL NO. 14 - PRIME COST SUM

Item No.
Code No. Description Unit Qty. Rate (RM) Amount (RM)
(Review)

PRIME COST SUM

W300 PRIME COST ITEMS

A Road Lighting and Traffic Lights

W310 Road lighting and Traffic lights. sum

W320 Attendance. sum

W330 Profit …….% %

Page Total carried to Summary of Bill No. 14

* Delete where not applicable BQ14 - 85/313

** Designer to decide which is applicable
 PROJECT :

BILL NO. 14 - PRIME COST SUM

Item No.
Code No. Description Unit Qty. Rate (RM) Amount (RM)
(Review)

Summary of Bill No. 14 : Prime Cost Sum

Page BQ14 - 1/1

Total of Bill No.14 carried to Summary of

Tender

* Delete where not applicable BQ14 - 86/313

** Designer to decide which is applicable