Post on 03-Apr-2018
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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PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGA HINAI DENGAN JALAN
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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PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGA HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRKJ ( C ) HUN BIN, DAERAH TIMUR LAUT
ITEM DESCRIPTION OF WORKS UNIT QTY RATENO. RM SEN
AMOUNT
BILL NO. 1 - GENERAL ITEMS
(ALL ITEMS ARE PROVISIONAL)
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
Carried to Collection
* Tenderer to delete where not applicable
** Designer to decide which is applicable
# Duration to be inserted by tenderer based on tendered periodBQ1 - 2/4
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PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGA HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRKJ ( C ) HUN BIN, DAERAH TIMUR LAUT
ITEM DESCRIPTION OF WORKS UNIT QTY RATENO. RM SEN
AMOUNT
BILL NO. 1 - GENERAL ITEMS
(ALL ITEMS ARE PROVISIONAL)
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
Carried to Collection
Allow a Provisional Sum for payment to Lembaga
Pembangunan Industri Malaysia (CIDB) under Part VIII of
the Act 1994 and the construction Industry (Levy
* Tenderer to delete where not applicable
** Designer to decide which is applicable
# Duration to be inserted by tenderer based on tendered periodBQ1 - 3/4
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PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGA HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRKJ ( C ) HUN BIN, DAERAH TIMUR LAUT
ITEM DESCRIPTION OF WORKS UNIT QTY RATENO. RM SEN
AMOUNT
BILL NO. 1 - GENERAL ITEMS
(ALL ITEMS ARE PROVISIONAL)
COLLECTION PAGE
BQ 1 - 1/4
BQ 1 - 2/4
BQ 1 - 3/4
TOTAL CARRIED TO SUMMARY
* Tenderer to delete where not applicable
** Designer to decide which is applicable
# Duration to be inserted by tenderer based on tendered periodBQ1 - 4/4
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PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGA HINAI DENGAN JA
BUNGA KACA PIRING SEKITAR SRJK ( C ) HUN BIN, DAERAH TIMUR LAUT
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
Plan area : less than 100m2 nr N/A
100 - 200m2 nr N/A
exceedin 200m2 nr N/A
iii) storey
Plan area : less than 100m2 nr N/A
100 - 200m2 nr N/A
exceedin 200m2 nr N/A
Carried to Collection
(ALL ITEMS ARE PROVISIONAL)
AMO
BILL NO. 2 - SITE CLEARANCE AND DEMOLITION WORKS
* Delete where not applicable BQ 2 - 1/10
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PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGA HINAI DENGAN JA
BUNGA KACA PIRING SEKITAR SRJK ( C ) HUN BIN, DAERAH TIMUR LAUT
ITEM DESCRIPTION OF WORKS UNIT QTY RATE
NO. (RM) (RM)
(ALL ITEMS ARE PROVISIONAL)
AMO
BILL NO. 2 - SITE CLEARANCE AND DEMOLITION WORKS
b) Concrete buildings
i) Single storey
Plan area : less than 100m2 nr 8
100 - 200m2 nr N/A
exceedin 200m2 nr N/A
ii) Double storey
Plan area : less than 100m2 nr N/A
100 - 200m2 nr N/A
exceedin 200m2 nr N/A
iii) storey
Plan area : less than 100m2 nr N/A
100 - 200m2 nr N/A
exceedin 200m2 nr N/A
c) Mansonry 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
Plan area : less than 100m2
nr N/A100 - 200m
2 nr N/A
exceedin 200m2 nr N/A
iii) storey
Plan area : less than 100m2 nr N/A
100 - 200m2 nr N/A
exceedin 200m2 nr N/A
d) Steel 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
Plan area : less than 100m2 nr N/A
100 - 200m2 nr N/A
exceedin 200m2 nr N/A
iii) storey
Plan area : less than 100m2 nr N/A
100 - 200m2 nr N/A
exceedin 200m2 nr N/A
Carried to Collection
* Delete where not applicable BQ 2 - 2/10
7/28/2019 17.2. CONTOH - SENARAI KUANTITI
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PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGA HINAI DENGAN JA
BUNGA KACA PIRING SEKITAR SRJK ( C ) HUN BIN, DAERAH TIMUR LAUT
ITEM DESCRIPTION OF WORKS UNIT QTY RATE
NO. (RM) (RM)
(ALL ITEMS ARE PROVISIONAL)
AMO
BILL NO. 2 - SITE CLEARANCE AND DEMOLITION WORKS
e) Timber 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
Plan area : less than 100m2 nr N/A
100 - 200m2 nr N/A
exceedin 200m2 nr N/A
iii) storey
Plan area : less than 100m2 nr N/A
100 - 200m2 nr N/A
exceedin 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) ...
Carried to Collection
(.Type.) Bridges ...m length x ...m
width
* Delete where not applicable BQ 2 - 3/10
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PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGA HINAI DENGAN JA
BUNGA KACA PIRING SEKITAR SRJK ( C ) HUN BIN, DAERAH TIMUR LAUT
ITEM DESCRIPTION OF WORKS UNIT QTY RATE
NO. (RM) (RM)
(ALL ITEMS ARE PROVISIONAL)
AMO
BILL NO. 2 - SITE CLEARANCE AND DEMOLITION WORKS
2.3
a) Fences and Gates m N/A
b) Guardrails m N/A
c) Sign Board nr N/A
d) ...
e) ...
Carried to Collection
DISMANTLE AND SEND TO STORE FOR
REUSE AS DIRECTED BY S.O/P.D*.
* Delete where not applicable BQ 2 - 4/10
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PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGA HINAI DENGAN JA
BUNGA KACA PIRING SEKITAR SRJK ( C ) HUN BIN, DAERAH TIMUR LAUT
ITEM DESCRIPTION OF WORKS UNIT QTY RATE
NO. (RM) (RM)
(ALL ITEMS ARE PROVISIONAL)
AMO
BILL NO. 2 - SITE CLEARANCE AND DEMOLITION WORKS
COLLECTION PAGE
BQ 2 - 1/5
BQ 2 - 2/5
BQ 2 - 3/5
BQ 2 - 4/5
TOTAL CARRIED TO SUMMARY
* Delete where not applicable BQ 2 - 5/10
7/28/2019 17.2. CONTOH - SENARAI KUANTITI
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AN
(SEN)
UNT
* Delete where not applicable BQ 2 - 6/10
7/28/2019 17.2. CONTOH - SENARAI KUANTITI
12/59
AN
(SEN)
UNT
* Delete where not applicable BQ 2 - 7/10
7/28/2019 17.2. CONTOH - SENARAI KUANTITI
13/59
AN
(SEN)
UNT
* Delete where not applicable BQ 2 - 8/10
7/28/2019 17.2. CONTOH - SENARAI KUANTITI
14/59
AN
(SEN)
UNT
* Delete where not applicable BQ 2 - 9/10
7/28/2019 17.2. CONTOH - SENARAI KUANTITI
15/59
AN
(SEN)
UNT
* Delete where not applicable BQ 2 - 10/10
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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
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
dispose to Contractor's dump site as
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
dispose to Contractor's dump site as
approved by S.O./P.D*. m3
20
Carried to Collection
AMOUNT
BILL NO. 3 - EARTHWORKS
(ALL ITEMS ARE PROVISIONAL)
* Delete where not applicable BQ 3 - 1/4
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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
ITEM
NO. DESCRIPTION OF WORKS UNIT QTY RATE
(RM) (RM) (SEN)
AMOUNT
BILL NO. 3 - EARTHWORKS
(ALL ITEMS ARE PROVISIONAL)
3.3.4 Rock excavation by control blasting and
dispose to Contractor's dump site as
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
Carried to Collection
* Delete where not applicable BQ 3 - 2/4
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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
ITEM
NO. DESCRIPTION OF WORKS UNIT QTY RATE
(RM) (RM) (SEN)
AMOUNT
BILL NO. 3 - EARTHWORKS
(ALL ITEMS ARE PROVISIONAL)
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
Carried to Collection
* Delete where not applicable BQ 3 - 3/4
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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
ITEM
NO. DESCRIPTION OF WORKS UNIT QTY RATE
(RM) (RM) (SEN)
AMOUNT
BILL NO. 3 - EARTHWORKS
(ALL ITEMS ARE PROVISIONAL)
COLLECTION PAGE
BQ 3 - 1/4
BQ 3 - 2/4
BQ 3 - 3/4
TOTAL CARRIED TO SUMMARY
* Delete where not applicable BQ 3 - 4/4
7/28/2019 17.2. CONTOH - SENARAI KUANTITI
20/59
Project : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGA HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRJK ( C ) HUN BIN, DAERAH TIMUR LAUT
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
Carried to Collection
Pile Foundation
Precast Box Culvert
Box culvert and flat lid including joint.
(ALL ITEMS ARE PROVISIONAL)
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
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Project : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGA HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRJK ( C ) HUN BIN, DAERAH TIMUR LAUT
ITEM ITEM DESCRIPTION UNIT QTY RATE
NO. (RM) (RM) (SEN)
(ALL ITEMS ARE PROVISIONAL)
BILL NO 4 - DRAINAGE WORKS
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
Carried to Collection
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
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Project : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGA HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRJK ( C ) HUN BIN, DAERAH TIMUR LAUT
ITEM ITEM DESCRIPTION UNIT QTY RATE
NO. (RM) (RM) (SEN)
(ALL ITEMS ARE PROVISIONAL)
BILL NO 4 - DRAINAGE WORKS
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
Carried to Collection
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
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Project : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGA HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRJK ( C ) HUN BIN, DAERAH TIMUR LAUT
ITEM ITEM DESCRIPTION UNIT QTY RATE
NO. (RM) (RM) (SEN)
(ALL ITEMS ARE PROVISIONAL)
BILL NO 4 - DRAINAGE WORKS
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
Carried to Collection
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
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Project : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGA HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRJK ( C ) HUN BIN, DAERAH TIMUR LAUT
ITEM ITEM DESCRIPTION UNIT QTY RATE
NO. (RM) (RM) (SEN)
(ALL ITEMS ARE PROVISIONAL)
BILL NO 4 - DRAINAGE WORKS
AMOUNT
4.12
i) Earth Channel excavation. m N/A
Carried to Collection
EARTH CHANNELS EXCAVATION
Excavate for earth channels to shapes and sizes as
shown in the drawings including slopes protection.
BQ 4 - 5/6
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Project : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGA HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRJK ( C ) HUN BIN, DAERAH TIMUR LAUT
ITEM ITEM DESCRIPTION UNIT QTY RATE
NO. (RM) (RM) (SEN)
(ALL ITEMS ARE PROVISIONAL)
BILL NO 4 - DRAINAGE WORKS
AMOUNT
COLLECTION PAGE
BQ 4 - 1/6
BQ 4 - 2/6
BQ 4 - 3/6
BQ 4 - 4/6
BQ 4 - 5/6
TOTAL CARRIED TO SUMMARY
BQ 4 - 6/6
7/28/2019 17.2. CONTOH - SENARAI KUANTITI
26/59
PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGAI HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRJK ( C ) HUN BIN, DAERAH TIMBUR LAUT
ITEM DESCRIPTION OF WORKS UNIT QTY RATE
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
Carried to Collection
Roadbase material complying with Table 4.12 of
the standard specifications.
(ALL ITEMS ARE PROVISIONAL)
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.
* Delete where not applicable BQ 5 - 1/16
7/28/2019 17.2. CONTOH - SENARAI KUANTITI
27/59
PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGAI HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRJK ( C ) HUN BIN, DAERAH TIMBUR LAUT
ITEM DESCRIPTION OF WORKS UNIT QTY RATE
NO. (RM) (RM) (SEN)
(ALL ITEMS ARE PROVISIONAL)
BILL NO. 5 - PAVEMENT WORKS
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
Carried to Collection
Single / double layer chip seal of material
according to standard specifications.
Roadbase material complying with Table 4.12 of
the standard specifications.
10 to 12 mm nominal thickness modified micro
surfarcing in 2 layers of material according to
the standard specifications.
Asphaltic concrete material complying with
Table 4.8 of the standard specifications.
* Delete where not applicable BQ 5 - 2/16
7/28/2019 17.2. CONTOH - SENARAI KUANTITI
28/59
PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGAI HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRJK ( C ) HUN BIN, DAERAH TIMBUR LAUT
ITEM DESCRIPTION OF WORKS UNIT QTY RATE
NO. (RM) (RM) (SEN)
(ALL ITEMS ARE PROVISIONAL)
BILL NO. 5 - PAVEMENT WORKS
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
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
Carried to Collection
Roadbase material complying with Table 4.12 of
the standard specifications.
Subbase material (CBR > 30 %) complying with
Type C or Type D grading limits of Table 4.1 of the
standard specifications.
Roadbase material complying with Type I or
Type II grading limits of Table 4.3 of the
standard specifications.
Cement-Bound Granular Material - . mm
thick
* Delete where not applicable BQ 5 - 3/16
7/28/2019 17.2. CONTOH - SENARAI KUANTITI
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PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGAI HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRJK ( C ) HUN BIN, DAERAH TIMBUR LAUT
ITEM DESCRIPTION OF WORKS UNIT QTY RATE
NO. (RM) (RM) (SEN)
(ALL ITEMS ARE PROVISIONAL)
BILL NO. 5 - PAVEMENT WORKS
AMOUNT
5.1.1.3.3 Surfacing
a) Bituminous Prime Coat m2 N/A
b) Bituminous Tack Coat m2 N/A
c) Asphaltic Concrete
i) Asphaltic concrete binder course - ..
mm thickm
2 N/A
ii) Asphaltic concrete wearing course - ...
mm thickm
2 N/A
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
5.1.1.4 Bus Lay By
5.1.1.4.1 Subbase
a) Granular Material - ... mm thick m2 N/A
b) m2 N/A
Carried to Collection
Cement-Bound Granular Material - .. mm
thick
Asphaltic concrete material complying with
Table 4.8 of the standard specifications.
Roadbase material complying with Table 4.12 of
the standard specifications.
Subbase material (CBR > 30 %) complying with
Type C or Type D grading limits of Table 4.1 of the
standard specifications.
* Delete where not applicable BQ 5 - 4/16
7/28/2019 17.2. CONTOH - SENARAI KUANTITI
30/59
PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGAI HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRJK ( C ) HUN BIN, DAERAH TIMBUR LAUT
ITEM DESCRIPTION OF WORKS UNIT QTY RATE
NO. (RM) (RM) (SEN)
(ALL ITEMS ARE PROVISIONAL)
BILL NO. 5 - PAVEMENT WORKS
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)
i) Bound Roadbase BMR 40 - ... mm thick m2 N/A
ii) Bound Roadbase BMR 28 - ... mm thick m2 N/A
5.1.1.4.3 Surfacing
a) Bituminous Prime Coat m2 N/A
b) Bituminous Tack Coat m2 N/A
c) Asphaltic Concrete
i) Asphaltic concrete binder course - ..
mm thickm
2 N/A
ii) Asphaltic concrete wearing course - ...
mm thickm
2 N/A
d) Bituminous Macadam
i) Levelling Course BML 10 m2 N/A
Carried to Collection
Roadbase material complying with Table 4.12 of
the standard specifications.
Roadbase material complying with Type I or
Type II grading limits of Table 4.3 of the
standard specifications.
Asphaltic concrete material complying with
Table 4.8 of the standard specifications.
Roadbase material complying with Table 4.12 of
the standard specifications.
* Delete where not applicable BQ 5 - 5/16
7/28/2019 17.2. CONTOH - SENARAI KUANTITI
31/59
PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGAI HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRJK ( C ) HUN BIN, DAERAH TIMBUR LAUT
ITEM DESCRIPTION OF WORKS UNIT QTY RATE
NO. (RM) (RM) (SEN)
(ALL ITEMS ARE PROVISIONAL)
BILL NO. 5 - PAVEMENT WORKS
AMOUNT
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
5.1.1.5 Access Road
5.1.1.5.1 Subbase
a) Granular Material - ... mm thick m2 N/A
b) m2 N/A
5.1.1.5.2 Roadbase
a)
i) Crushed Aggregate - ... mm thick m2 N/A
ii) Wet Mix Macadam - ... mm thick m2 N/A
iii) Dry Bound Macadam - ... mm thick m2 N/A
iv) Cement-Bound Granular Material - . m2 N/A
b)
i) Bound Roadbase BMR 40 - ... mm thick m2 N/A
ii) Bound Roadbase BMR 28 - ... mm thick m2 N/A
Carried to Collection
Roadbase material complying with Type I or
Type II grading limits of Table 4.3 of the
standard specifications.
Roadbase material complying with Table 4.12 of
the standard specifications.
Subbase material (CBR > 30 %) complying with
Type C or Type D grading limits of Table 4.1 of the
standard specifications.
Cement-Bound Granular Material - . mm
thick
* Delete where not applicable BQ 5 - 6/16
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PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGAI HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRJK ( C ) HUN BIN, DAERAH TIMBUR LAUT
ITEM DESCRIPTION OF WORKS UNIT QTY RATE
NO. (RM) (RM) (SEN)
(ALL ITEMS ARE PROVISIONAL)
BILL NO. 5 - PAVEMENT WORKS
AMOUNT
5.1.1.5.3 Surfacing
a) Bituminous Prime Coat m2 N/A
b) Bituminous Tack Coat m2 N/A
c) Asphaltic Concrete
i) Asphaltic concrete binder course - ..
mm thickm
2 N/A
ii) Asphaltic concrete wearing course - ...
mm thickm
2 N/A
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
Carried to Collection
Roadbase material complying with Table 4.12 of
the standard specifications.
Asphaltic concrete material complying with
Table 4.8 of the standard specifications.
* Delete where not applicable BQ 5 - 7/16
7/28/2019 17.2. CONTOH - SENARAI KUANTITI
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PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGAI HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRJK ( C ) HUN BIN, DAERAH TIMBUR LAUT
ITEM DESCRIPTION OF WORKS UNIT QTY RATE
NO. (RM) (RM) (SEN)
(ALL ITEMS ARE PROVISIONAL)
BILL NO. 5 - PAVEMENT WORKS
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
Carried to Collection
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.
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.
* Delete where not applicable BQ 5 - 8/16
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34/59
PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGAI HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRJK ( C ) HUN BIN, DAERAH TIMBUR LAUT
ITEM DESCRIPTION OF WORKS UNIT QTY RATE
NO. (RM) (RM) (SEN)
(ALL ITEMS ARE PROVISIONAL)
BILL NO. 5 - PAVEMENT WORKS
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
a) Granular Material - ... mm thick m2 N/A
b) m2 N/A
Carried to Collection
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.
Subbase material (CBR > 30 %) complying with
Type C or Type D grading limits of Table 4.1 of the
standard specifications.
Cement-Bound Granular Material - . mm
thick
* Delete where not applicable BQ 5 - 9/16
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PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGAI HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRJK ( C ) HUN BIN, DAERAH TIMBUR LAUT
ITEM DESCRIPTION OF WORKS UNIT QTY RATE
NO. (RM) (RM) (SEN)
(ALL ITEMS ARE PROVISIONAL)
BILL NO. 5 - PAVEMENT WORKS
AMOUNT
5.1.2.4.3 Roadbase
a)
i) Crushed Aggregate - ... mm thick m2 N/A
ii) Wet Mix Macadam - ... mm thick m2 N/A
iii) Dry Bound Macadam - ... mm thick m2 N/A
iv) Cement-Bound Granular Material - .
mm thickm
2 N/A
b)
i) Bound Roadbase BMR 40 - ... mm thick m2 N/A
ii) Bound Roadbase BMR 28 - ... mm thick m2 N/A
5.1.2.5 Overlay
a) Bituminous Prime Coat m2 200
b) Bituminous Tack Coat m2 200
c) Asphaltic Concrete
i) Asphaltic concrete binder course - . mm
thickm
2 N/A
ii) Asphaltic concrete wearing course - 50 mm
thickm
2 200
d) Bituminous Macadam
Carried to Collection
Roadbase material complying with Type I or
Type II grading limits of Table 4.3 of the
standard specifications.
Roadbase material complying with Table 4.12 of
the standard specifications.
Asphaltic concrete material complying with
Table 4.8 of the standard specifications.
Roadbase material complying with Table 4.12 of
the standard specifications.
* Delete where not applicable BQ 5 - 10/16
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PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGAI HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRJK ( C ) HUN BIN, DAERAH TIMBUR LAUT
ITEM DESCRIPTION OF WORKS UNIT QTY RATE
NO. (RM) (RM) (SEN)
(ALL ITEMS ARE PROVISIONAL)
BILL NO. 5 - PAVEMENT WORKS
AMOUNT
i) Levelling Course BML 10 for regulating 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
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
Carried to Collection
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.
* Delete where not applicable BQ 5 - 11/16
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PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGAI HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRJK ( C ) HUN BIN, DAERAH TIMBUR LAUT
ITEM DESCRIPTION OF WORKS UNIT QTY RATE
NO. (RM) (RM) (SEN)
(ALL ITEMS ARE PROVISIONAL)
BILL NO. 5 - PAVEMENT WORKS
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
Carried to Collection
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.
* Delete where not applicable BQ 5 - 12/16
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PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGAI HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRJK ( C ) HUN BIN, DAERAH TIMBUR LAUT
ITEM DESCRIPTION OF WORKS UNIT QTY RATE
NO. (RM) (RM) (SEN)
(ALL ITEMS ARE PROVISIONAL)
BILL NO. 5 - PAVEMENT WORKS
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
a) U - shape Y.mm bars nr N/A
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
a) U - shape Y.mm bars nr N/A
b) Y.mm bars t N/A
c) ...mm long Y ... mm dowel bars. t N/A
Carried to Collection
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.
* Delete where not applicable BQ 5 - 13/16
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39/59
PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGAI HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRJK ( C ) HUN BIN, DAERAH TIMBUR LAUT
ITEM DESCRIPTION OF WORKS UNIT QTY RATE
NO. (RM) (RM) (SEN)
(ALL ITEMS ARE PROVISIONAL)
BILL NO. 5 - PAVEMENT WORKS
AMOUNT
5.2.1.2.9
a) U - shape Y.mm bars nr N/A
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
Carried to Collection
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
* Delete where not applicable BQ 5 - 14/16
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PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGAI HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRJK ( C ) HUN BIN, DAERAH TIMBUR LAUT
ITEM DESCRIPTION OF WORKS UNIT QTY RATE
NO. (RM) (RM) (SEN)
(ALL ITEMS ARE PROVISIONAL)
BILL NO. 5 - PAVEMENT WORKS
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
Carried to Collection
Imported suitable material from Contractor's
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.
Earth shoulder material complying with sub section
2.2.1 of the standard specifications and constructedto method specified in clause 4.3.3 of the standard
specifications.
Suitable material from common excavation.
* Delete where not applicable BQ 5 - 15/16
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PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGAI HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRJK ( C ) HUN BIN, DAERAH TIMBUR LAUT
ITEM DESCRIPTION OF WORKS UNIT QTY RATE
NO. (RM) (RM) (SEN)
(ALL ITEMS ARE PROVISIONAL)
BILL NO. 5 - PAVEMENT WORKS
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
TOTAL CARRIED TO SUMMARY
* Delete where not applicable BQ 5 - 16/16
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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)
Carried to Collection
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
(ALL ITEMS ARE PROVISIONAL)
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
* Delete where not applicable BQ 6 - 1/6
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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)
(ALL ITEMS ARE PROVISIONAL)
BILL NO. 6 - ROAD FURNITURE
DESCRIPTION OF WORKSAMOUNT
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
Carried to Collection
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
* Delete where not applicable BQ 6 - 2/6
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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)
(ALL ITEMS ARE PROVISIONAL)
BILL NO. 6 - ROAD FURNITURE
DESCRIPTION OF WORKSAMOUNT
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
Carried to Collection
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*.
* Delete where not applicable BQ 6 - 3/6
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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)
(ALL ITEMS ARE PROVISIONAL)
BILL NO. 6 - ROAD FURNITURE
DESCRIPTION OF WORKSAMOUNT
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
Carried to Collection
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.
* Delete where not applicable BQ 6 - 4/6
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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)
(ALL ITEMS ARE PROVISIONAL)
BILL NO. 6 - ROAD FURNITURE
DESCRIPTION OF WORKSAMOUNT
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
Carried to Collection
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)
* Delete where not applicable BQ 6 - 5/6
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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)
(ALL ITEMS ARE PROVISIONAL)
BILL NO. 6 - ROAD FURNITURE
DESCRIPTION OF WORKSAMOUNT
COLLECTION PAGE
BQ 6 - 1/6
BQ 6 - 2/6
BQ 6 - 3/6
BQ 6 - 4/6
BQ 6 - 5/6
TOTAL CARRIED TO SUMMARY
* Delete where not applicable BQ 6 - 6/6
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PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALA BUNGA HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRJK ( C ), DAERAH TIMUR LAUT
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
Carried to Collection
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.
(type) non-woven geotextile as separator.
(tensile strength)... woven geotextile.
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
(type) non-woven geotextile as separator.
(ALL ITEMS ARE PROVISIONAL)
(tensile strength)... woven geotextile.
Placement and compaction of river/mining* sand.
Placement and compaction of excavated suitablematerial from the road way.
* Delete where not applicable. BQ7 - 1/9
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PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALA BUNGA HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRJK ( C ), DAERAH TIMUR LAUT
ITEM DESCRIPTION OF WORK RATE
NO. UNIT QTY (RM) (RM) (SEN)
BILL NO. 7 GEOTECHNICAL WORKS
AMOUNT
(ALL ITEMS ARE PROVISIONAL)
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
Carried to Collection
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.
Placement and compaction of river/mining* sand.
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.
* Delete where not applicable. BQ7 - 2/9
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PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALA BUNGA HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRJK ( C ), DAERAH TIMUR LAUT
ITEM DESCRIPTION OF WORK RATE
NO. UNIT QTY (RM) (RM) (SEN)
BILL NO. 7 GEOTECHNICAL WORKS
AMOUNT
(ALL ITEMS ARE PROVISIONAL)
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
Carried to Collection
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.
* Delete where not applicable. BQ7 - 3/9
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PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALA BUNGA HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRJK ( C ), DAERAH TIMUR LAUT
ITEM DESCRIPTION OF WORK RATE
NO. UNIT QTY (RM) (RM) (SEN)
BILL NO. 7 GEOTECHNICAL WORKS
AMOUNT
(ALL ITEMS ARE PROVISIONAL)
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
Carried to Collection
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.
* Delete where not applicable. BQ7 - 4/9
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PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALA BUNGA HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRJK ( C ), DAERAH TIMUR LAUT
ITEM DESCRIPTION OF WORK RATE
NO. UNIT QTY (RM) (RM) (SEN)
BILL NO. 7 GEOTECHNICAL WORKS
AMOUNT
(ALL ITEMS ARE PROVISIONAL)
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
Carried to Collection
..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.
Provide the necessary drilling and grouting
equipment and all other appliances required for the
installation of the rock bolt 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*.
Provide all equipment, labour, materials and
everything else necessary to carry out pull out test
on the soil nails.
Proof test for soil nail
* Delete where not applicable. BQ7 - 5/9
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PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALA BUNGA HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRJK ( C ), DAERAH TIMUR LAUT
ITEM DESCRIPTION OF WORK RATE
NO. UNIT QTY (RM) (RM) (SEN)
BILL NO. 7 GEOTECHNICAL WORKS
AMOUNT
(ALL ITEMS ARE PROVISIONAL)
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
Carried to Collection
Construct ...mm thick sprayed grade . concrete
on unstable fractured rock face as shown in the
drawing.
Provide the necessary drilling and grouting
equipment and all other appliances required for the
installation of the ground anchor including staging,
storage of the above on site during the progress of
work and removal from the site on completion as
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.
* Delete where not applicable. BQ7 - 6/9
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PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALA BUNGA HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRJK ( C ), DAERAH TIMUR LAUT
ITEM DESCRIPTION OF WORK RATE
NO. UNIT QTY (RM) (RM) (SEN)
BILL NO. 7 GEOTECHNICAL WORKS
AMOUNT
(ALL ITEMS ARE PROVISIONAL)
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.
* Delete where not applicable. BQ7 - 7/9
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PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALA BUNGA HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRJK ( C ), DAERAH TIMUR LAUT
ITEM DESCRIPTION OF WORK RATE
NO. UNIT QTY (RM) (RM) (SEN)
BILL NO. 7 GEOTECHNICAL WORKS
AMOUNT
(ALL ITEMS ARE PROVISIONAL)
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
Carried to Collection
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:
* Delete where not applicable. BQ7 - 8/9
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PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALA BUNGA HINAI DENGAN JALAN
BUNGA KACA PIRING SEKITAR SRJK ( C ), DAERAH TIMUR LAUT
ITEM DESCRIPTION OF WORK RATE
NO. UNIT QTY (RM) (RM) (SEN)
BILL NO. 7 GEOTECHNICAL WORKS
AMOUNT
(ALL ITEMS ARE PROVISIONAL)
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
TOTAL CARRIED TO SUMMARY
* Delete where not applicable. BQ7 - 9/9
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PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGA HINAI DENGAN JALAN
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
Carried to Collection
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.
BUNGA KACA PIRING SEKITAR SRJK ( C ) HUN BIN, DAERAH TIMUR LAUT
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*.
(ALL ITEMS ARE PROVISIONAL)
* Delete where not applible BQ 12 - 1/3
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PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGA HINAI DENGAN JALAN
ITEM AMOUNT
NO. (RM)
BUNGA KACA PIRING SEKITAR SRJK ( C ) HUN BIN, DAERAH TIMUR LAUT
BILL NO. 12 - PROVISIONAL SUM
DESCRIPTION OF WORKS
(ALL ITEMS ARE PROVISIONAL)
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
Carried to Collection
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
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PROJEK : CADANGAN PEMBINAAN JALAN SAMBUNGAN DI JALAN BUNGA HINAI DENGAN JALAN
ITEM AMOUNT
NO. (RM)
BUNGA KACA PIRING SEKITAR SRJK ( C ) HUN BIN, DAERAH TIMUR LAUT
BILL NO. 12 - PROVISIONAL SUM
DESCRIPTION OF WORKS
(ALL ITEMS ARE PROVISIONAL)
COLLECTION PAGE
BQ 12 - 1/3
BQ 12 - 2/3