17.2. contoh - senarai kuantiti

7/28/2019 17.2. CONTOH - SENARAI KUANTITI

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PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGA HINAI DENGAN JALAN

BUNGA KACA PIRING SEKITAR SRJK ( C ) HUN BIN, DAERAH TIMUR LAUT

BILL AMOUNTNO. (RM)

1 BQ1-1/4 - BQ1-4/4 .

2 BQ2-1/5 - BQ2-5/5 .

3 BQ3-1/4 - BQ3-4/4 ..

4 BQ4-1/6 BQ4-6/6 .

5 BQ5-1/16 - BQ5-16/16 .

6 BQ6-1/6 - BQ6-6/6 .

7 BQ7-1/9 - BQ6-9/9 .

8

BRIDGE WORKS

8.1A TEMPORARY CROSSING BQ8.1A-1/4 - BQ8.1A-4/4 N/A

8.1B PILING WORKS BQ8.1B-1/7 - BQ8.1B-7/7 N/A

8.1C SUBSTRUCTURE BQ8.1C-1/6 - BQ8.1C-6/6 N/A

8.1D SUPERSTRUCTURE BQ8.1D-1/14 - BQ8.1D-14/14 N/A

8.1E APPROACH ROAD AND PAVEMENT BQ8.1E-1/4 - BQ8.1E-4/4 N/A

8.1F MISCELLANEOUS WORKS BQ8.1F-1/3 - BQ8.1F-3/3 N/A

CULVERT & VEHICULAR UNDERPASS

8.2.1 TEMPORARY CROSSING BQ8.2-1/9 - BQ8.2-9/9 N/A

PEDESTRIAN BRIDGE BQ8.3-1/12 - BQ8.3-12/12 N/A

9 BQ9-1/4 - BQ9-4/4 N/A

10 BQ10-1/5 - BQ10-5/5 N/A

11 BQ11-1/7 - BQ11-7/7 N/A

12 BQ12-1/3 - BQ12-3/3 .

TOTAL AMOUNT

.

Name: .

Company .

Stamp: .

.

Date: .

Name:

NRIC No.:

Date:

Completion period:.. Weeks

Contractor Witness

Signature: Signature:.

ROUTINE MAINTENANCE WORKS

PROVISIONAL SUM

RINGGIT MALAYSIA:

..

8.2

8.3

TRAFFIC MANAGEMENT AND CONTROL

ENVIRONMENTAL PROTECTION WORKS

ROAD FURNITURE

GEOTECHNICAL WORKS

STRUCTURES

8.1

SITE CLEARANCE AND DEMOLITION WORKS

EARTHWORKS

DRAINAGE

PAVEMENT WORKS

SUMMARY OF TENDER

DESCRIPTION OF WORKS PAGE

GENERAL ITEMS

* Delete where not applible SUMMARY - 1/1


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BUNGA KACA PIRING SEKITAR SRKJ ( C ) HUN BIN, DAERAH TIMUR LAUT

ITEM DESCRIPTION OF WORKS UNIT QTY RATENO. RM SEN

1.1 CONTRACTUAL REQUIREMENTS

1.1.1 Performance Bond

a) Banker's/ Insurance/ Financial Institution Guarantee* sum

b) Performance Guarantee Sum* sum

1.1.2 Insurances

1.1.2.1 Insurance of the Works including Insurance Against

Personal Injuries and Damage to Properties sum

1.1.2.2 SOCSO/ Workmen Compensation Insurance sum

1.2 SO/PD'S REQUIREMENTS

1.2.1 Accommodation for the SO/PD's Staff

1.2.1.1 Establishment, maintenance and removal of office

including fittings and furnitures ans listed in

Appendix `1F' of the Specification**

a) Alternative I - JKR Design Type A/B/C/D/E/F/G** sum

b) Alternative II - Relocatable Type (new/used)* sum

c) Alternative III - Rental of shoplot* sum

1.2.1.2 Establishment, maintenance and removal of laboratories sum N/A

1.2.2 Services for the SO/PD's Staff

1.2.2.1 Provision of suitable transport services as listed in

Appendix `1C' of the Specification

a) ___ no type ___ (___ vehicle months)# sum N/A

b) ___ no type ___ (___ vehicle months)# sum N/A

1.2.2.2 Operation and maintenance of vehicles

a) ___ no type ___ (___ vehicle months)# sum N/A

b) ___ no type ___ (___ vehicle months)# sum N/A

1.2.3 Equipments for use by the SO/PD's Staff

1.2.3.1 Provision and maintenance of laboratory equipments as

listed in Appendix 1D' of the Specification sum N/A

1.2.3.2 Provision and maintenance of office equipments as

listed in Appendix '`1E' of the Specification**

a) 1 no. computer sum

b) ___ no. photocopy machine sum N/A

c) 1 no. digital camera sum

d) ___ no. fax sum N/A

e) 1 no. printer sum

Carried to Collection

AMOUNT

BILL NO. 1 - GENERAL ITEMS

(ALL ITEMS ARE PROVISIONAL)

* Tenderer to delete where not applicable

** Designer to decide which is applicable

# Duration to be inserted by tenderer based on tendered periodBQ1 - 1/4


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AMOUNT



f) ___ no. scanner sum N/A

g) ___ no. _____ sum N/A

1.2.4 Attendance for the SO/PD's staff

1.2.4.1 Drivers (____ man month)# sum N/A

1.2.4.2 Laboratory assistants (____ man month)# sum N/A

1.2.5 Setting out, levelling and checking of all Works sum

1.2.6 Miscellaneous

1.2.6.1 Project sign boards (2 no.)** sum

1.2.6.2 Progress photograph (12 months)# sum

1.2.6.3 Performance report comprising 5 sets** of progress

report, project report and quality control report

(12 months)# sum

1.2.6.4 Provide and update the Works Programme using Master

Programme to produce Critical Path Method (CPM) and

Works Breakdown Structure (WBS) etc. including supply

of software as specified in Appendix `1G' sum

1.2.6.5 As-built drawing including periodic updating as specified

in Appendix `1H' sum

1.2.6.6 Clearing up of site on completion sum

1.2.7 License security services sum

1.2.8 Quality Assurance Plans sum

1.3 CONTRACTOR'S REQUIREMENTS

1.3.1 Establishment, maintenance and removal of

accommodation and buildings

1.3.1.1 Office sum

1.3.1.2 Stores and workshops sum

1.3.1.3 Workmen accommodations sum






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AMOUNT



1.3.2 Temporary works** sum

a) access and haul roads,

b) hoardings,

c) temporary drainage

1.3.3 Supervision (___man-months)# sum

1.3.4 Mobilisation and demobilisation of construction sum

plants and equipments excluding piling and

specialise plants

1.4 OCCUPATIONAL SAFETY AND HEALTH

REQUIREMENT**

1.4.1 Occupational safety and health officer (__ man month)# sum N/A

1.4.2 Health and safety report (___month)# sum N/A

1.5 DESIGN AND BUILD ELEMENT**

1.5.1 Design fees sum N/A

1.5.2 Supervision fees (___ man-months)# sum N/A

1.5.3 Independent Checkers

1.5.3.1 Structural sum N/A

1.5.3.2 Geotechnical sum N/A

1.5.3.3 Road safety sum N/A

1.5.4 Data Collection

1.5.4.1 Detailed Engineering survey sum N/A

1.5.4.2 Traffic survey sum N/A

1.5.4.3 Soil investigation sum N/A

1.6 PAYMENT FOR LEVY TO CIDB

sum


Allow a Provisional Sum for payment to Lembaga

Pembangunan Industri Malaysia (CIDB) under Part VIII of

the Act 1994 and the construction Industry (Levy





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AMOUNT



COLLECTION PAGE

BQ 1 - 1/4

BQ 1 - 2/4

BQ 1 - 3/4

TOTAL CARRIED TO SUMMARY





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PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGA HINAI DENGAN JA


ITEM DESCRIPTION OF WORKS UNIT QTY RATE

NO. (RM) (RM)

2.1 SITE CLEARANCE

2.1.1 Upgrading of existing road

a) General site clearance ha. 1

2.1.2 Construction of new road

a) Bushes ha. 0.5

b) Paddy Plantation ha. N/A

c) Swampy Land ha. N/A

d) Plantation ha. 0.2

e) Forest Reserve ha. N/A

f) . ha.

g) ha.

2.2 DEMOLITION AND REMOVAL FROM

SITE OF ALL BUILDINGS AND EXISTINGSTRUCTURES

2.2.1 Buildings

a) Brickwork buildings

i) Single storey

Plan area : less than 100m2 nr N/A

100 - 200m2 nr N/A

exceedin 200m2 nr N/A

ii) Double storey


100 - 200m2 nr N/A


iii) storey


100 - 200m2 nr N/A




AMO

BILL NO. 2 - SITE CLEARANCE AND DEMOLITION WORKS

* Delete where not applicable BQ 2 - 1/10


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NO. (RM) (RM)


AMO


b) Concrete buildings

i) Single storey

Plan area : less than 100m2 nr 8

100 - 200m2 nr N/A


ii) Double storey


100 - 200m2 nr N/A


iii) storey


100 - 200m2 nr N/A


c) Mansonry buildings

i) Single storey


100 - 200m2 nr N/A


ii) Double storey

Plan area : less than 100m2

nr N/A100 - 200m

2 nr N/A


iii) storey


100 - 200m2 nr N/A


d) Steel buildings

i) Single storey


100 - 200m2 nr N/A


ii) Double storey


100 - 200m2 nr N/A


iii) storey


100 - 200m2 nr N/A





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NO. (RM) (RM)


AMO


e) Timber buildings

i) Single storey


100 - 200m2 nr N/A


ii) Double storey


100 - 200m2 nr N/A


iii) storey


100 - 200m2 nr N/A


f) . .

2.2.2 Other Structures

a) Fences and Gates m N/A

b) m2 N/A

c) Pipe Culverts ..mm diameter m N/A

Box Culverts .. x .mm m N/A

d) Surface l ined drains ( irrespective of size ) m N/A

e) Guardrails m N/A

f) Sump . x .m nr N/A

g) Retaining W all m2 1000

h) Inlet / outlet structures nr N/A

i) ...


(.Type.) Bridges ...m length x ...m

width



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NO. (RM) (RM)


AMO


2.3

a) Fences and Gates m N/A

b) Guardrails m N/A

c) Sign Board nr N/A

d) ...

e) ...


DISMANTLE AND SEND TO STORE FOR

REUSE AS DIRECTED BY S.O/P.D*.



10/59




NO. (RM) (RM)


AMO


COLLECTION PAGE

BQ 2 - 1/5

BQ 2 - 2/5

BQ 2 - 3/5

BQ 2 - 4/5




11/59

AN

(SEN)

UNT



12/59

AN

(SEN)

UNT



13/59

AN

(SEN)

UNT



14/59

AN

(SEN)

UNT



15/59

AN

(SEN)

UNT



16/59



ITEM

NO. DESCRIPTION OF WORKS UNIT QTY RATE

(RM) (RM) (SEN)

3.1 STRIPPING OF TOPSOIL

3.1.1 Stripping topsoil average depth 150mm and

dispose to Contractor's dump site as

approved by the S.O/P.D*. m2

1500

3.1.2 Stripping topsoil average depth 150mm and

stockpile for reuse. m2

N/A

3.2 EXCAVATE, LOAD, HAUL AND DEPOSITTO FORM EMBANKMENT

3.2.1 Common excavation in cuttings or in bulk to

form embankment. m3

6300

3.2.2 Excavation of hard material in cuttings or in

bulk to form embankment. m3

N/A

3.2.3 Rock excavation by open blasting to form

embankment. m3

N/A

3.2.4 Rock excavation by control blasting to formembankment. m

320

3.2.5 Rock excavation by ripper unit to form

embankment. m3

N/A

3.2.6 Rock excavation by pneumatic to form

embankment. m3

10

3.3 EXCAVATE, LOAD, HAUL AND DISPOSE

3.3.1 Common excavation in cuttings or in bulk and


approved by S.O/P.D*. m3 1000

3.3.2 Excavation of hard material in cuttings or in

bulk and dispose to Contractor's dump site as

approved by S.O/P.D*. m3

50

3.3.3 Rock excavation by open blasting and


approved by S.O./P.D*. m3

20


AMOUNT

BILL NO. 3 - EARTHWORKS




17/59



ITEM


(RM) (RM) (SEN)

AMOUNT



3.3.4 Rock excavation by control blasting and


approved by S.O./P.D*. m3

10

3.3.5 Rock excavation by ripper unit and dispose to

Contractor's dump site as approved by

S.O./P.D*. m3

N/A

3.3.6 Rock excavation by pneumatic and dispose

to Contractor's dump site as approved byS.O./P.D*. m

35

3.4 EXCAVATE UNSUITABLE MATERIAL,

LOAD, HAUL AND DISPOSE

3.4.1 Excavate unsuitable material below

embankments, below culverts or below

formation in cuttings as shown in drawing or

as per specification as approved by S.O/P.D*

and dispose to Contractor's dump site.

m3

500

3.4.2 Excavate unsuitable material in cuttings as

per specification as approved by S.O/P.D*

and dispose to Contractor's dump site. m3

N/A

3.5 SPREAD, GRADE AND COMPACT TO

FORM EMBANKMENT

3.5.1 Suitable material from common excavation to

form embankment. m3

N/A

3.5.2 Imported suitable material to form

embankment from Contractor's own source. m3

6300

3.5.3 Suitable hard material from excavation to

form embankment. m3

N/A

3.5.4 Rockfill from rock excavation to form

embankment. m3

N/A

3.5.5 Imported rock to form embankment from

Contractor's own source. m3

N/A




18/59



ITEM


(RM) (RM) (SEN)

AMOUNT



3.6 TURFING AND HYDROSEEDING

3.6.1 Close turfing. m2

1200

3.6.2 Hydroseeding. m2

N/A

3.6.3 Hydroseeding with fibromat or equivalent. m2

N/A

3.6.4 Vertiver grass or equivalent at 250mm

spacing (in group of 3 rows). m N/A

3.7 FIELD DENSITY TEST

3.7.1 Carry out compaction test to verify the degree

of compaction by using sand replacement

method or other approved method by

S.O/P.D*.

no 20




19/59



ITEM


(RM) (RM) (SEN)

AMOUNT



COLLECTION PAGE

BQ 3 - 1/4

BQ 3 - 2/4

BQ 3 - 3/4




20/59

Project : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGA HINAI DENGAN JALAN


ITEM ITEM DESCRIPTION UNIT QTY RATE

NO. (RM) (RM) (SEN)

4.1 TEMPORARY WORKS

sum

4.4

4.4.1

i) Excavate, load, haul and deposit to spoil any

material except rock to any depth for structuralfoundation. m

320

ii) -Ditto- for rock m3

15

4.4.2 Types of Foundation

4.4.2.1

iii) Lean concrete grade 15/20, 100mm thick. m 20

4.4.2.2

i) Allow for mobilization and demobilization of all

labour, plants piling, equipments, etc on site for

proposed piling works sum N/A

ii) 150 x 150mm precast RC piles 12m length,

inclusive of all reinforcements,mild steel plates

and provision for extension and lifting holes

nr N/A

4.4.3

i) 1200mm x 1200mm size box culvert. m 13

ii) 1500mm x 1500mm size box culvert. m N/A


Pile Foundation

Precast Box Culvert

Box culvert and flat lid including joint.


Earthworks

Normal Foundation

Fill, spread, grade and compact granular fill material.

NEW PRECAST BOX CULVERT FOR SIZE < 3.0m

WIDE

BILL NO 4 - DRAINAGE WORKS

AMOUNT

Provide, erect,maintain and remove from site on

completion of works temporary crossing all in

accordance with the relevant sub section of the

specification for the proposed culverts.

BQ 4 - 1/6


21/59




NO. (RM) (RM) (SEN)



AMOUNT

4.4.4

i) Box culvert (irrespective size) nr 4

4.4.5

i) Filling with suitable material in layers up to

formation level including compaction. m 20

4.6

4.6.1

i) Excavate, load, haul and deposit to spoil any

material except rock to any depth for structural

foundation. m3

N/A

ii) -Ditto- for rock m3

N/A

4.6.2 Types of Foundation

4.6.2.1

i) Mining / river sand * m N/A

ii) Crushed aggregate. m N/A

iii) Lean concrete grade 15/20, 100mm thick. m N/A


Reinforced concrete headwall, wingwall, base slab

including excavation work, formworks, concrete,

reinforcement, lean concrete and shoring for:-

Fill Material

Inlet / Outlet Structures

CAST INSITU BOX CULVERT FOR SIZE < 3.0 mWIDE

Earthworks

Normal Foundation

Fill, spread, grade and compact granular fill material.

BQ 4 - 2/6


22/59




NO. (RM) (RM) (SEN)



AMOUNT

4.6.2.2

i) Allow for mobilization and demobilization of all

labour, plants piling, equipments, etc on site for

proposed piling works sum N/A

ii) 350 x 350mm precast RC piles 36m length,

inclusive of all reinforcements,mild steel plates

and provision for extension and l ifting holes nr N/A

4.6.3 Formwork

m2 N/A

4.6.4 Reinforcement

4.6.4.1

i) 12mm diameter t N/A

ii) 16mm diameter t N/A

iv) 25mm diameter t N/A

4.6.5 Concrete

m3

100

4.6.9

i) Filling with suitable material in layers up to

formation level including compaction. m 500


Fill Material

Grade 40/20 concrete at box culvert, wingwall and

headwall.

Formwork for box culvert,headwall and wingwall with

Class F1 Finishes.

Reinforcement for insitu box culvert High Yield Steel.

Pile Foundation

BQ 4 - 3/6


23/59




NO. (RM) (RM) (SEN)



AMOUNT

4.8

4.8.1

i) 900mm U Drain m 250

4.8.7

i) Embankment shoulder drain Type 1 (SD 1 )

- 300mm to 500mm deep m N/A

4.8.8

i) Stone pitching Type 1 (OD1) with handrails. m N/A

4.10

4.10.2

i) Type SF1 at shoulder . nr N/A

4.11

m2

50


Sump At Fill

Brick sump including excavation, lean concrete,

concrete bedding, plastering, formworks, joints,

backfilling and disposal of surplus material.

SUMPS

Cascade Drain

RUBBLE RETAINING WALLS

225mm thick grouted stone pitching including all

necessary excavation works at both inlet and outlet

of culverts as show in the drawing.

Shoulder Drain

SURFACE DRAINS

Unlined drains, half round glazed earthenware and

Insitu Reinforced Concrete grade 20/20 drains at

any inclination including excavation,cascading,lean

concrete,jointing,reinforcement,formwork,rendering,

fixing precast RC slab,backfilling and disposal of

surplus material.

Roadside Drains For Rural Area

BQ 4 - 4/6


24/59




NO. (RM) (RM) (SEN)



AMOUNT

4.12

i) Earth Channel excavation. m N/A


EARTH CHANNELS EXCAVATION

Excavate for earth channels to shapes and sizes as

shown in the drawings including slopes protection.

BQ 4 - 5/6


25/59




NO. (RM) (RM) (SEN)



AMOUNT

COLLECTION PAGE

BQ 4 - 1/6

BQ 4 - 2/6

BQ 4 - 3/6

BQ 4 - 4/6

BQ 4 - 5/6


BQ 4 - 6/6


26/59

PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGAI HINAI DENGAN JALAN

BUNGA KACA PIRING SEKITAR SRJK ( C ) HUN BIN, DAERAH TIMBUR LAUT


NO. (RM) (RM) (SEN)

5.1 FLEXIBLE PAVEMENT

5.1.1 NEW PAVEMENT

5.1.1.1 Preparation of Formation

m2 1,368

5.1.1.2 Carriageway and Paved Shoulder

5.1.1.2.1 Subbase

a) Granular Material - 150 mm thick m2 1,026

b) Cement-Bound Granular Material - .mm thic m2 N/A

5.1.1.2.2 Roadbase

a)

i) Crushed Aggregate - 300 mm thick m2 1,026

ii) Wet Mix Macadam - ... mm thick m2 N/A

iii) Dry Bound Macadam - ... mm thick m2 N/A

iv) Cement-Bound Granular Material - .mm thick

m2

N/A

b)

i) Bound Roadbase BMR 40 - ... mm thick m2 N/A

ii) Bound Roadbase BMR 28 - ... mm thick m2 N/A


Roadbase material complying with Table 4.12 of

the standard specifications.


Spread, grade and compact roadbase material

complying with Type I or Type II grading limits of

Table 4.3 of the standard specifications.

BILL NO. 5 - PAVEMENT WORKS

AMOUNT

Preparation of formation as specified and as

directed by the S.O/P.D* for receiving road

pavement.

Subbase material (CBR > 30 %) complying with

Type C or Type D grading limits of Table 4.1 of the

standard specifications.



27/59




NO. (RM) (RM) (SEN)



AMOUNT

5.1.1.2.3 Surfacing

a) Bituminous Prime Coat m2 1,026

b) Bituminous Tack Coat m2 1,026

c) Asphaltic Concrete

i) Asphaltic concrete binder course - 70 mm

thickm

2 1,026

ii) Asphaltic concrete wearing course - 50 mm

thickm

2 1,026

d) Bituminous Macadam

i) Levelling Course BML 10 t N/A

ii) Binder Course BMB 28 - .. mm thick m2 N/A

iii) Binder Course BMB 20 - ... mm thick m2 N/A

iv) Wearing Course BMW 14 - ... mm thick m2 N/A

v) Wearing Course BMW 20 - ... mm thick m2 N/A

e) Micro Surfacing

m2 N/A

f) Chip Sealing


Single / double layer chip seal of material

according to standard specifications.



10 to 12 mm nominal thickness modified micro

surfarcing in 2 layers of material according to


Asphaltic concrete material complying with




28/59




NO. (RM) (RM) (SEN)



AMOUNT

i) Rubber modified bitumen for the chip seal

layer for bitumen application rate ... to

... litres / m2.

m2 N/A

ii) Precoated cover aggregate as "Chip Seal"

layer - .mm thickm

2 N/A

iii) - ditto - for second "Chip Seal" layer -

.mm thickm

2 N/A

5.1.1.3 Median and Island

5.1.1.3.1 Subbase

a) Granular Material - ... mm thick m2 N/A

b) m2 N/A

5.1.1.3.2 Roadbase

a)

i) Crushed Aggregate - ... mm thick m2 N/A



iv) Cement-Bound Granular Material - .mm thick

m2 N/A

b)









Roadbase material complying with Type I or

Type II grading limits of Table 4.3 of the


Cement-Bound Granular Material - . mm

thick



29/59




NO. (RM) (RM) (SEN)



AMOUNT

5.1.1.3.3 Surfacing

a) Bituminous Prime Coat m2 N/A

b) Bituminous Tack Coat m2 N/A


i) Asphaltic concrete binder course - ..

mm thickm

2 N/A

ii) Asphaltic concrete wearing course - ...

mm thickm

2 N/A







5.1.1.4 Bus Lay By

5.1.1.4.1 Subbase


b) m2 N/A


Cement-Bound Granular Material - .. mm

thick










30/59




NO. (RM) (RM) (SEN)



AMOUNT

5.1.1.4.2 Roadbase

a)

i) Crushed Aggregate - .. mm thick m2 N/A

ii) Wet Mix Mcadam - .. mm thick m2 N/A

iii) Dry Bound Macadam - .. mm thick m2

N/A

iv) Cement-Bound Granular Matterial - .

mm thickm

2 N/A

b)



5.1.1.4.3 Surfacing





mm thickm

2 N/A


mm thickm

2 N/A


i) Levelling Course BML 10 m2 N/A













31/59




NO. (RM) (RM) (SEN)



AMOUNT





5.1.1.5 Access Road

5.1.1.5.1 Subbase


b) m2 N/A

5.1.1.5.2 Roadbase

a)




iv) Cement-Bound Granular Material - . m2 N/A

b)













thick



32/59




NO. (RM) (RM) (SEN)



AMOUNT

5.1.1.5.3 Surfacing





mm thickm

2 N/A


mm thickm

2 N/A














33/59




NO. (RM) (RM) (SEN)



AMOUNT

5.1.1.6 Fill Material On Unpaved Shoulder

a) m3 N/A

b) m3 N/A

5.1.1.7 Fill Material On Unpaved Median and Island

a) m3 N/A

b) m3 N/A


Suitable material from common excavation.

Imported suitable material from Contractor's

own source.

Earth shoulder material complying with sub section

2.2.1 of the standard specifications and constructed

to method specified in clause 4.3.3 of the standard

specifications.



own source.


2.2.1 of the standard specifications and constructed

to method specified in clause 4.3.3 of the standard

specifications.



34/59




NO. (RM) (RM) (SEN)



AMOUNT

5.1.2 TREATMENT TO EXISTING PAVEMENT

5.1.2.1 Patching

m3 N/A

5.1.2.2 Milling

a) m2 N/A

b) Tack coat to receive ACB 28. m2 N/A

c) . mm thick ACB 28 inlay. m2 N/A

5.1.2.3 Regulation

t 3

5.1.2.4 Reconstruction Of Existing Pavement

5.1.2.4.1 Mark, cut, break up, remove and cart away

m2 N/A

5.1.2.4.2 Subbase


b) m2 N/A


Mark, cut, break up, remove existing pavement and

cart away spoil to designated dumping ground - up

to .. mm thick

Bituminous macadam levelling course BML 10 tothe required formation level.

Mark, cut, break up existing pavement and cart

away to designated spoil dumping ground, clearing

of debris, patch and compact with asphaltic

concrete ACW 20 including tack coat application.

Milling of existing pavement including clean and

remove all debris to receive new surface inlay

. mm thick.





thick



35/59




NO. (RM) (RM) (SEN)



AMOUNT

5.1.2.4.3 Roadbase

a)




iv) Cement-Bound Granular Material - .

mm thickm

2 N/A

b)



5.1.2.5 Overlay

a) Bituminous Prime Coat m2 200

b) Bituminous Tack Coat m2 200


i) Asphaltic concrete binder course - . mm

thickm

2 N/A

ii) Asphaltic concrete wearing course - 50 mm

thickm

2 200














36/59




NO. (RM) (RM) (SEN)



AMOUNT

i) Levelling Course BML 10 for regulating t N/A

ii) Binder Course BMB 28 - ... mm thick m2 N/A




e) Micro Surfacing

m2 N/A

f) Chip Sealing

i) Rubber modified bitumen for the chip seal

layer for bitumen application rate . litres

/ m2

to . litres / m2.

m2 N/A

ii) Precoated cover aggregate as "Chip Seal"

layer - . mm thick.m

2 N/A

iii) - ditto - for second "Chip Seal" layer - .

mm thick.m

2 N/A


10 mm to 12 mm nominal thickness modified

micro surfarcing in 2 layers of material

according to the standard specifications.

Single / double layer chip seal of material

according to standard specifications.



37/59




NO. (RM) (RM) (SEN)



AMOUNT

5.2 CONCRETE PAVEMENT

5.2.1 NEW PAVEMENT

5.2.1.1 Preparation Of Formation

m2 N/A

5.2.1.2 Carriageway And Paved Shoulder

5.2.1.2.1 Subbase

a) Unbound

i) Sand m2 N/A

ii) Crushed aggregate m2 N/A

b) Lean Concrete

mm thick lean concrete grade . :

i) Manual laying m2 N/A

ii) Slip forming m2 N/A

5.2.1.2.2 Curing Compound For Lean Concrete

m2 N/A

5.2.1.2.3 Bond Breaking Treatment

m2 N/A

5.2.1.2.4 Plain Concrete

mm thick plain concrete Grade .:

a) Manual laying m2 N/A


Wax based emulsion curing compound using

mechanical spraybar.

Bond breaking compound using wax based

emulsion or equivalent as approved by S.O/P.D*.

Subbase material according to Table 4.1 of the

standard specifications

Preparation of formation as specified and as

directed by the S.O/P.D* for receiving road

pavement.



38/59




NO. (RM) (RM) (SEN)



AMOUNT

b) Slip forming m2 N/A

5.2.1.2.5 Formwork

a) Manual laying

i) Steel side formwork .. mm deep for lean

concrete.

m N/A

ii) Steel side formwork .. mm deep for

plain concrete.

m N/A

5.2.1.2.6 Longitudinal Construction Joint

a) U - shape Y.mm bars nr N/A

b) Y.mm bars t N/A

c) mm long Y .mm tiebars. t N/A

5.2.1.2.7 Transverse Contraction Joint


b) Y.mm bars t N/A

c) ...mm long Y ... mm dowel bars. t N/A

5.2.1.2.8 Expansion Contraction Joint


b) Y.mm bars t N/A

c) ...mm long Y ... mm dowel bars. t N/A


Steel bar for expansion contraction joint at ... m

interval as shown in the drawings.

Steel bar for tranverse contraction joint at . m

interval as shown in the drawings.

Steel bars for longitudinal construction joint as

shown in the drawings.



39/59




NO. (RM) (RM) (SEN)



AMOUNT

5.2.1.2.9


b) Y.mm bars t N/A

c) t N/A

5.2.1.2.10 Texturing

Texturing on plain concrete slab surface. m2 N/A

5.2.1.2.11 Curing Compound

m2 N/A

5.2.1.2.12 Silicone Sealant

m N/A

5.2.1.2.13

m N/A

5.2.1.2.14 Movable Shaded Cover

m2 N/A


Steel bar for construction joint at transverse

contraction joint as shown in the drawings

..mm long Y ... mm dowel bars

inclusive of sleeve.

Curing compound/sealer coat on finished concrete

slab.

Construction Joint at Transverse Contraction Joint

Silicone sealant to form contraction joint as shown

in the drawings.

Anchor beam (..mm x mm) using Concrete

Grade .... as shown in the drawings.

To provide movable shaded cover for protection of

plain concrete pavement and lean mix concrete

subbase from rain during paving, as shown in thedrawings and as directed by the S.O/P.D*. on site.

Anchor Beam



40/59




NO. (RM) (RM) (SEN)



AMOUNT

5.2.1.2.15 Surface Stamp

nr N/A

5.2.1.3 Fill Material On Unpaved Shoulder

a) m3 N/A

b) m3 N/A

5.2.1.4 Filter Material

a) Crushed Aggregate

m3 N/A

b) Geotextile KET - 9

m2 N/A



own source.

Crushed aggregate as filter material .mm

thick complying with Table 3.4 of the standard

specifications.

Single layer of filter geotextile KET - 9 or

equivalent as per standard specification.

To provide labour and necessary equipment to

stamp concrete slab surface with letterings as

shown in the drawings and as directed by the

S.O/P.D* on site.


2.2.1 of the standard specifications and constructedto method specified in clause 4.3.3 of the standard

specifications.




41/59




NO. (RM) (RM) (SEN)



AMOUNT

COLLECTION PAGE

BQ 5 - 1/16

BQ 5 - 2/16

BQ 5 - 3/16

BQ 5 - 4/16

BQ 5 - 5/16

BQ 5 - 6/16

BQ 5 - 7/16

BQ 5 - 8/16

BQ 5 - 9/16

BQ 5 - 10/16

BQ 5 - 11/16

BQ 5 - 12/16

BQ 5 - 13/16

BQ 5 - 14/16

BQ 5 - 15/16




42/59

PROJECT : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGA HINAI DENGAN JALAN

BUNGA KACA PIRING SEKITAR SRJK ( C ), DAERAH TIMUR LAUT

ITEM UNIT QTY RATE

NO. (RM) (RM) (SEN)

6.1 SIGNBOARDS

6.1.1 Destination Signboard

a) nr N/A

b) nr N/A

c) nr N/A

d) nr N/A

e) nr N/A

6.1.2 Gantry Directional Signboard

a) Not exceeding 10 m

2

nr N/Ab) More than 10 m

2nr N/A

6.1.3 Butterfly gantry

a) Not exceeding 10 m2

nr N/A

b) More than 10 m2

nr N/A

6.1.4 Warning and Regulatory Traffic signs

a) Type 'RP 27' (mm x..mm) nr 2

b) Type 'WD 39' (mm x ..mm) nr 3

c) Type 'WD 44' (..mm x ..mm) nr 1

d)


Fabrication, deliver to site and installation of butterfly

gantry with installatiom of directional sign type high

intensity retroreflective sheeting inclusive of

foundations, posts, purlins frames and connections

as specified and shown in the drawing.

Not exceedin 1 m2

1 - 2 m2

2 - 3 m

2

3 - 4 m2

More than 4 m2


BILL NO. 6 - ROAD FURNITURE

Destination sign type high intensity retroreflective

sheeting inclusive of posts, footing and frames as

specified and shown in the drawing.

Fabrication, deliver to site and installation of

overhead gantry not exceeding ..m span with

installation of directional sign type high intensity

retroreflective sheeting inclusive of foundations,

posts, purlin frames and connections as specified

and shown in the drawing.

DESCRIPTION OF WORKSAMOUNT



43/59



ITEM UNIT QTY RATE

NO. (RM) (RM) (SEN)




6.2 TRAFFIC BARRIER

6.2.1 Guardrails

a)

i) 1.95m post spacing m 114

ii) 3.8m post spacing m N/A

b)

i) 1.95m post spacing m N/A

ii) 3.8m post spacing m N/A

c) Guardrail Ends

i) Type 1 nr 1

ii) Type 2 nr 1

iii) Type 3 nr N/A

6.2.2 New Jersey Barrier (NJB)

a) Precast concrete NJB m N/Ab) Cast insitu concrete NJB m N/A

6.2.3 Wire rope

Wire rope as shown in the drawing. m N/A

6.3 ROAD MARKING

6.3.1

a) Type 1 m N/A

b) Type 2 m N/A

c) Type 3 m N/A

d) Type 4 m N/A

e) Type 5 m N/A


Hot-applied superimposed reflectorised

thermoplastic road markings with 20% glassbead asspecified in BS 3262 and in the drawing.

Single mounted corrugated steel beam guardrail

inclusive of delineators.

Double mounted corrugated steel beam guardrailinclusive of delineators.

Hot-applied superimposed reflectorised

thermoplastic road markings



44/59



ITEM UNIT QTY RATE

NO. (RM) (RM) (SEN)




f) Type 6 m 450

g) Type 7 m N/A

h) Type 8 m N/A

i) Type 9 (Pedestrian zebra crossing) m2

N/A

j) Type 10 m 250

k) Type 11 m N/A

l) Type 12 m N/A

m) Type 13

n) Type 14 (Yellow box marking) m2

N/A

o) Chevron marking m2

N/A

p)Transverse bar m

2

N/Aq) Raised rib thermoplastic m2

N/A

6.3.2 Directional Arrow for roads in urban area

a) Single Straight nr N/A

b) Single turning nr N/A

c) Double headed nr N/A

d) Pavement marking m2

N/A

6.3.3 Directional Arrow for roads in rural area

a) Single Straight nr N/A

b) Single turning nr N/Ac) Double headed nr N/A

6.4 BUS-SHELTER

nr N/A

6.5 MS RAILING

m N/A

6.6 ANTIGLARE SCREEN

m2

N/A


Bus-shelter inclusive of roofing, RC foundation,

seating, railing, lighting etc as shown in the drawing.

Mild steel pedestrian railing as shown in the drawing

or as directed by the S.O/P.D*.

Antiglare screen as shown in the drawing or as

directed by S.O/P.D*.



45/59



ITEM UNIT QTY RATE

NO. (RM) (RM) (SEN)




6.7 INTERLOCKING PAVING BLOCK FOR

FOOTPATH

m2

N/A

6.8 KILOMETRE POST

Kilometre post inclusive of all necessary works at

location and details as shown in the drawingor as directed by the S.O/P.D*

a) Type A nr N/A

b) Type B nr N/A

6.9 CONCRETE KERB

a)

i) Type SM1 m N/A

ii) Type SM2 m N/A

b)

i) Type SM1 m N/A

ii) Type SM2 m N/A

6.10 DELINEATORS

6.10.1 Delineator post

Delineator post as shown in the drawing. nr N/A


Interlocking paving block to approved colour and

patern inclusive of compacted sand layer and other

accessories as shown in the drawing or as directed

by the S.O/P.D*.

Cast-in-situ concrete kerb including jointing,

excavation, backfilling, bedding and disposal of

surplus materials as shown in the drawing or as

directed by the S.O/P.D* all in accordance with

Sub-Section 6.4 of the standard specification.

Precast concrete kerb including jointing,

excavation, backfilling, bedding and disposal of

surplus materials as shown in the drawing or as

directed by the S.O/P.D* all in accordance with

Sub-Section 6.4 of the standard specification.



46/59



ITEM UNIT QTY RATE

NO. (RM) (RM) (SEN)




6.10.2

nr 100

6.10.3 Chevron delineators

Chevron delineators as shown in the drawing. nr N/A

6.10.4 Flexible post

Flexible post as shown in the drawing. nr N/A

6.11 IMPACT ATTENUATOR

nr N/A

6.12 RIGHT OF WAY MARKER

nr N/A


Right of Way marker as shown in the drawing.

Impact attenuator with number of bays of

overall length .mm including nose, concrete pad,

anchor block, and all necessary fitting as specified

and shown in the Drawing.

Retroreflective Raised Pavement Marker as shown

in the drawing.

Retroreflective Raised Pavement Marker (Road

Stud)



47/59



ITEM UNIT QTY RATE

NO. (RM) (RM) (SEN)




COLLECTION PAGE

BQ 6 - 1/6

BQ 6 - 2/6

BQ 6 - 3/6

BQ 6 - 4/6

BQ 6 - 5/6




48/59

PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALA BUNGA HINAI DENGAN JALAN


ITEM DESCRIPTION OF WORK RATE

NO. UNIT QTY (RM) (RM) (SEN)

7.1 SOFT GROUND IMPROVEMENT

7.1.1

7.1.1.1 m N/A

7.1.1.2 m N/A

7.1.1.3 m N/A

7.1.1.4m

3N/A

7.1.1.5

m3

N/A

7.1.2

7.7.2.1

Sum N/A

7.1.2.2 m2

N/A

7.1.2.3 m2

N/A

7.1.2.4

m2

N/A

7.1.2.5 m N/A

7.1.2.6 m N/A

7.1.3

7.1.3.1

Sum N/A

7.1.3.2 m2

N/A

7.1.3.3 m2

N/A


Mobilization/demobilization including moving of

equipment and plant from location to location.

(type) non-woven geotextile as separator.

(tensile strength)... woven geotextile.

PREFABRICATED VERTICAL DRAINS

Mobilization/demobilization including moving of

equipment and plant from location to location.



mm thick river/mining* sand as drainage

blanket.

(type)...prefabricated vertical drains.

Placement and compaction of river/mining* sand.

STONE COLUMNS / GEOPIERS / SOIL CEMENT

COLUMNS / CHEMICAL COLUMNS / SAND

COLUMNS*

Placement and compaction of imported earth from

Contractor's own source.

BILL NO. 7 GEOTECHNICAL WORKS

AMOUNT

SOFT GROUND REPLACEMENT / STABILITY





Placement and compaction of excavated suitablematerial from the road way.

* Delete where not applicable. BQ7 - 1/9


49/59






AMOUNT


7.1.3.4

m N/A

7.1.3.5

m2

N/A

7.1.3.6 m3

N/A

7.1.3.7

nr N/A

7.1.3.8

nr N/A

7.1.4

7.1.4.1 i) Excavated suitable fill materials from roadway

as surcharge. m3

N/A

ii) Imported fill materials as surcharge. m3

N/A

7.1.4.2 i) Excavate and transport surcharge material to

place of fill for reuse. m3

N/A

ii) Removal of surplus surcharge material from

site. m3

N/A

7.1.5 PILED EMBANKMENT

7.1.5.1 .. x .. mm PRECAST Reinforced

Concrete PILES :

7.1.5.1.1

sum N/A

7.1.5.1.2 nr N/A

7.1.5.1.3

nr N/A

7.1.5.1.4 m N/A


SURCHARGE

Allow for mobilization and demobilization of alllabour, plants, piling and drilling equipments, etc. on

site, for the proposed piling works.

Supply and deliver to site .m length initial piles.

Supply and deliver to site ..m length extension

pile

Handle, pitch and drive vertical piles.

mm diameter stone columns / soil cement

columns / chemical columns / geopiers / sand

columns* as shown in Drawing.

mm thick river/mining* sand as drainage

blanket.


Carry out load test to maximum test load of .. kN

as per Specification.

Carry out load test on group columns (4 no. per

group) to maximum test load of ... kN as per

Specification.



50/59






AMOUNT


7.1.5.1.5 m N/A

7.1.5.1.6 nr N/A

7.1.5.1.7

nr N/A

7.1.5.1.8 m N/A

7.1.5.1.9 nr N/A

7.1.5.1.10

nr N/A

7.1.5.1.11

nr N/A

7.1.5.1.12

nr N/A

7.1.5.1.13

nr N/A

7.1.5.2

7.1.5.2.1

m3 N/A

7.1.5.2.2 m3

N/A

7.5.12.3 m2

N/A

7.1.5.2.4

m2

N/A


Suitable material as fill up to O.G.L

50mm thick grade 10/20 lean concrete

Construct .mm thick reinforced concrete slab

grade 30/20. Rate to include all necessary

formwork and reinforcement as shown in the

drawing.

Handle, pitch and drive raked piles.

Lengthening piles by jointing to detail.

Cutting off piles head to required length including

stripping off to expose main reinforcements to

detail.

Provide all labour, plants, temporary staging,

kentledge, testing equipments etc. and test load on

preliminary pile to the maximum load test.. kN

(... working load).

Provide all labour, plants, temporary staging,

kentledge, testing equipments etc. and test load on

working pile to the maximum load test.. kN (twice

working load).

Carry out pile driving analyser (PDA) monitoring on

pile complete with all necessary preparation for

installing transducers, setting up the necessary

equipment and monitoring by experience personnel.

RC Slab

Excavate in any material except rock to any depth

for structural foundation.

Handle, pitch and drive raked piles.

Lengthening of piles by jointing to detail.

Cutting off piles head to required length including

stripping off to expose main reinforcements to

detail.



51/59






AMOUNT


7.2

7.2.1 nr N/A

7.2.2 nr N/A

7.2.3

i) not exceeding 5m nr N/A

ii) exceeding 5m but not exceeding 10m nr N/A

iii) exceeding 10m but not exceeding 20m nr N/A

7.2.4

i) not exceeding 10m nr N/A

ii) exceeding 10m but not exceeding 20m nr N/A

iii) exceeding 20m but not exceeding 30m nr N/A

7.2.5

nr N/A

7.2.6

trip N/A

7.2.7 Sum N/A

7.3

7.3.1 SOIL NAILING

7.3.1.1

Sum N/A

7.3.1.2

N/A


Install deep levelling datum penetrating to hard

stratum to about .m depth or as instructed and

complete the setting of temporary bench mark

station as instructed by SO/PD*.

Monitoring and analysing of data obtain from all

instruments.

3 copies of the monthly monitoring report.

SLOPE STABILISATION WORKS

Provide the necessary drilling and grouting

equipment and all other appliances required for the

installation of the soil nails including staging,

storage of the above on Site during the progress of

work and removal from the site on completion as

directed by the S.O/P.D*.

100mm diameter soil nails at .....m centres or

directed by S.O/P.D* complete with head assembly

including drilling borehole, grouting ...(size).. bar

into 50mm diameter corrugated PVC tube with

plastic cap using 20N/mm2 water/cement grout.

The end of ...(size).. bar to extend out from soil for

anchorage into nail wall as shown in the Drawings.

INSTRUMENTATION

Supply and install surface settlement marker.

Supply and install settlement gauge.

Supply and install ..(type)... piezometers.

Supply and install ..(type).. inclinometers.



52/59






AMOUNT


a) 6.0m long nr N/A

b) 9.0m long nr N/A

c) 12m long nr N/A

d) Exceeding 12m long but not exceeding 18m

long. (....m long) nr N/A

7.3.1.3

a) 6.0m long soil nail to . times working load(..kN) nr N/A

b) 9.0m long soil nail to . times working load

(.kN) nr N/A

c) 12.0m long soil nail to . times working load

(..kN) nr N/A

d) Exceeding 12.0m long but not exceeding 18m

long soil nail to . times working load

(..m, ..kN) nr N/A

7.3.1.4 nr N/A

7.3.1.5

nr N/A

7.3.1.6

m2

N/A

7.3.2 ROCK BOLT

7.3.2.1

Sum N/A

7.3.2.2 Installation of rock bolt as specified. nr N/A

a) 2m long

b) 4m long


..m long .mm diameter horizontal drains with

..mm diameter perforated pvc pipe wrapped with

non-woven geotextile as shown in the Drawings.

.mm thick guniting grade 25 concrete on slope

face inclusive of weepholes nail head preparation

and . layer of Steel Fabric Reinforcement as

shown in the Drawings.



installation of the rock bolt including staging,storage of the above on site during the progress of


directed by the S.O/P.D*.

Provide all equipment, labour, materials and

everything else necessary to carry out pull out test

on the soil nails.

Proof test for soil nail



53/59






AMOUNT


c) 6m long

d) exceeding 6m long but not exceeding 9m

(.....m)

7.3.2.3

m2

N/A

7.3.2.4 Carry out pull-out test rock bolt nr N/A

7.3.3 GROUND ANCHORAGE

7.3.3.1

Sum N/A

7.1.3.2b

nr N/A

7.1.3.3b Pull out anchor test as specified nr N/A

7.3.4

7.3.4.1

a) 9m long nr N/Ab) 12m long nr N/A


Construct ...mm thick sprayed grade . concrete

on unstable fractured rock face as shown in the

drawing.



installation of the ground anchor including staging,

storage of the above on site during the progress of


directed b the S.O/P.D*.

Supply and install ...kN ground anchors as shown

in drawing including anchor heads and necessary

inspection as specified.

HORIZONTAL DRAINS

Supply and install ..mm diameter horitonzal

darins with ..mm diameter perforated pvc pipe

wrapped with non-woven geotextile as shown in the

drawing.



54/59






AMOUNT


7.4 RETAINING SYSTEM

7.4.1 REINFORCED SOIL WALLS

7.4.1.1

Sum N/A

7.4.1.2

m2

N/A

7.4.1.3

m2

N/A

7.4.1.4

m N/A

7.4.1.5

m2

N/A

7.4.1.6

m3

N/A

7.4.2 REINFORCED SOIL SLOPES

7.4.2.1

m2

N/A

7.4.2.2

m2

N/A

4.00Carried to Collection

Provide teams of competent and experienced

personnel including mobilisation of plant and

equipment, workmanship and everything else

necessary for the installation of reinforced soil wall

including storage of the above on Site during the

progress of work and removal from site on

completion as directed by the S.O/PD*.

Supply and delivery of reinforced soil wall

components consisting of ........ shaped precast

concrete panels, reinforcing tendons, anchor

blocks, joint fillers, cushion pads, fasterners and

inclusive of cast-in-situ wall panels as per

specification and drawings.

Erection and installation of . shaped precast

concrete panels in successive horizontal lifts to

form reinforced soil wall components consisting of

tendons to the panels and anchor blocks andinsertion of joint fillers as per specification and

drawings.

350mm x 150mm cast-in-situ mass concrete grade

20 levelling pad.

..mm single size aggregate as drainage blanket

including .(type) non woven geotextile as filter.

River/mining* sand fill to reinforced soil wall as per

specification.

Geogrid ..(strength)... or equivalent for

reinforced walls or slopes on interface of cut & fill

areas inclusive of non-woven geotextile

reinforcement facing all as shown in the drawing.

Geogrid (strength) or equivalent to stabilise

embankment toe as shown in the drawing.



55/59






AMOUNT


7.4.3

7.4.3.1

m3

2200

7.4.3.2 m2

400

7.4.3.3 Formwork with Class F1 finish. m2

1100

7.4.3.4 Grade 30 concrete m3

2200

7.4.3.5

nr 1100

7.4.3.6

m2

N/A

7.4.3.7

nr 100

7.4.3.8

nr 700

7.4.3.9 Joint sealer at ..m interval. m N/A

7.4.3.10

i) Up to 12mm diameter. t 60

ii) 16mm diameter. t 60

iii) 20mm diameter. t N/A

iv) 25mm diameter. t N/A

v) 32mm diameter. t N/A

7.4.3.11

m2

N/A


REINFORCED CONCRETE RETAINING WALL

Excavate in any material except rock to any depth

for structural foundation.

50mm thick grade 15/20 lean concrete

75mm dia. UPVC pipes at 2000 mm centres

wrapped with approved filter cloth.

Apply two layers of bituminous coating to internal

surfaces of retaining walls as directed by the S.O.

..mm thick river/mining* sand as free draining

material.

.mm wide PVC waterstop for construction joint as

shown in Drawing.

.mm diameter m.s. dowel bars galvanised for

expansion joint as in shown in Drawing.

High Yield Steel Reinforcement:



56/59






AMOUNT


COLLECTION PAGE

BQ 7 - 1/9

BQ 7 - 2/9

BQ 7 - 3/9

BQ 7 - 4/9

BQ 7 - 5/9

BQ 7 - 6/9

BQ 7 - 7/9

BQ 7 - 8/9




57/59


ITEM AMOUNT

NO. (RM)

12.1 TELEPHONE BILLS FOR S.O/P.D*

20,000.00

12.2 STREET LIGHTING AND TRAFFIC LIGHTS

250,000.00

12.3 LANDSCAPING

N/A

12.4 RELOCATION OF UTILITY SERVICES

350,000.00

i) TNB

ii) Telecommunication

iii) Waterworks

iv) Gas Supply

v) Sewerage

12.5 KTMB

Allow Provisional Sum of RM for KTMB flaging and inconvenience charges. N/A

12.6

N/A

12.7

70,000.00

12.8 ADDITIONAL UTILITY DETECTION AND MAPPING

50,000.00


Allow a Provisional Sum of RM 50,000.00 to carry out utility detection and mapping

during construction.

ADDITIONAL TESTING OF MATERIALS AND WORKS

Allow a Provisional Sum of RM . for the the testing of materials andworks as stipulated in Clause 9 of the Conditions of Contract.

ADDITIONAL S.I WORKS DURING CONSTRUCTION

Allow a Provisional Sum of RM 70,000.00 to carry out additional S.I works during

construction.


BILL NO. 12 - PROVISIONAL SUM

DESCRIPTION OF WORKS

Allow a Provisional Sum of RM 350,000.00 for the protection and / or relocation of

the following utilities services :

Allow a Provisional Sum of RM 250,000.00 to provide for street lighting and traffic

lights.

Allow a Provisional Sum of RM . for landscaping works.

Allow a Provisional Sum of RM 20,000.00 to provide for telephone bills for S.O/P.D*.


* Delete where not applible BQ 12 - 1/3


58/59


ITEM AMOUNT

NO. (RM)





12.9 AERIAL INSPECTION

N/A

12.10 INTELLIGENCE "I-SUPERVISION"

N/A

12.11 CONSTRUCTION SUPERVISION

N/A

12.12 TRAINING AND NEW TECHNOLOGY

N/A

12.13

N/A

12.14

100,000.00

12.15

Allow a provisional sum of RM30,000.00 to carry out additional survey work 30,000.00


Allow a Provisional Sum of RM . to carry out aerial inspection of the

project site.

ADDITIONAL SURVEY WORK

Allow a Provisional Sum of RM . to carry out I-supervision of the

progress of works during construction.

Allow a Provisional Sum of RM . to carry out construction

supervision during construction.

TEMPORARY RELOCATION AND PROTECTION OF UTILITIES AND OTHER

SERVICES

Allow a Provisional Sum of RM 100,000.00 to identify, temporary protection and

temporary relocation of utilities and other services.

Allow a Provisional Sum of RM . to train JKR staff and for the

acquisition of new technology.

RECONSTRUCTION OF ACQUIRED GOVERNMENT / PUBLIC FACILITIES

Allow a Provisional Sum of RM . for the acquisition of government /

public facilities.

* Delete where not applible BQ 12 - 2/3


59/59


ITEM AMOUNT

NO. (RM)





COLLECTION PAGE

BQ 12 - 1/3

BQ 12 - 2/3

17.2. contoh - senarai kuantiti

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