KADAR HARGA

BAGI SEMENANJUNG MALAYSIA

TAHUN 2008
BAGI

A) KERJA-KERJA KEJUTERAAN AWAM

B) KERJA-KERJA KECIL
C) BAHAN BINAAN UTAMA
D) UPAH BURUH
E) LOJI & PERALATAN
 KADAR HARGA
BAGI SEMENANJUNG MALAYSIA
TAHUN 2008
BAGI

KERJA-KERJA KEJUTERAAN AWAM

 PURATA KADAR HARGA BAGI ITEM UTAMA
KERJA-KERJA KEJURUTERAAN AWAM Format 'IU'
BIL. 2 / 2008

Kaw. A Kaw. B Kaw. C Kaw. D Kaw. E Kaw. F

BIL Nama-nama Bahan/Kerja Unit
Median Purata Median Purata Median Purata Median Purata Median Purata Median Purata

ROADWORKS

Site Clearance

A Site clearing including grubbing up roots and Ha 11,000.00 8,625.00 5,000.00 5,000.00 3,000.00 4,020.00 3,000.00 3,000.00 TM TM 3,450.00 3,725.00
disposal of all material as directed by the S.O

B Cutting of trees above 1m girth No 500.00 516.67 TM TM TM TM 500.00 500.00 TM TM 500.00 471.00

Earthworks

Excavation

C Stripping top soil to an average depth of 150mm, m2 1.20 1.67 1.00 1.00 5.00 6.28 2.50 2.50 TM TM 3.20 2.85
including stockpiling for use and disposal of
surplus material

D Excavate unsuitable material, dispose and backfill m3 4.00 12.33 22.00 22.00 10.00 11.33 8.00 8.00 TM TM 15.00 15.48
with suitable material as directed by the S.O

E Excavate in all material other than rock, in cutting, m3 6.00 6.67 7.00 7.00 10.00 9.14 8.00 8.00 TM TM 15.00 14.22
below embankments or formation level in whatever
ground condition and including transport to areas
of fill

F Excavate in rock and dispose m3 35.00 35.00 TM TM 19.00 19.00 50.00 50.00 TM TM 50.00 42.50

Filling

G Borrow fill material other than rock from m3 26.00 26.00 TM TM 4.20 6.07 12.00 12.00 TM TM 25.00 27.74
Contractor's own source, transport lay and
compact in embankment and other fill areas as
directed by the S.O

Filling (cont'd)

A Placement and compaction of excavated suitable m3 2.00 2.83 25.00 25.00 4.20 6.07 6.80 6.80 TM TM 4.00 6.32
material in fill areas

B Fill, spread, grade & compact imported suitable

material in fill areas m3 4.50 4.50 40.00 40.00 TM TM 15.00 15.00 TM TM 39.00 42.25

C Supply, lay and compact sand fill embankment m3 74.00 73.50 TM TM 47.00 47.00 25.00 25.00 TM TM 50.00 55.89

D Closed turfing to surface at any inclination average m2 4.00 4.00 5.20 5.20 5.30 5.46 3.50 3.50 TM TM 6.50 6.80
300mm thick

Pavement

E Preparation of formation level m2 1.00 1.53 2.50 2.50 1.10 2.02 2.50 2.50 TM TM 2.75 2.58

F Scarify and breaking up existing pavement m2 5.00 5.50 TM TM 3.00 4.26 3.00 3.00 TM TM 14.70 16.07

G Supply, spread and compact Type D(A) subbase m3 51.00 51.00 TM TM 100.00 127.33 25.00 25.00 TM TM 25.00 29.68
material

H Supply, spread and compact sand for sub-base to m3 60.00 49.33 40.00 40.00 40.00 31.40 35.00 35.00 TM TM 60.00 58.43
the compacted thickness of 200mm sand as
shown in the drawing

J Supply, spread and compact crushed aggregate m3 26.00 33.33 45.22 45.22 70.33 64.80 48.00 48.00 TM TM 55.00 48.14
roadbase

K Supply and lay bituminous prime coat m2 2.50 2.63 2.00 2.00 1.10 1.34 2.00 2.00 TM TM 3.00 3.50

L Supply and lay bituminous tack coat m2 2.40 2.30 2.00 1.67 1.00 1.20 2.00 2.00 TM TM 3.00 2.81

M Supply and lay bituminous BMR 40 m2 360.00 309.50 TM TM TM TM 500.00 500.00 TM TM 681.55 681.55

N Supply, spread and compact ACB 20 m2 375.00 320.25 TM TM TM TM 500.00 500.00 TM TM 358.28 358.28

Pavement (cont'd)

A Supply, spread and compact ACB 28 m2 380.00 325.00 333.33 339.44 27.50 93.08 500.00 500.00 TM TM 358.28 358.28

B Supply, spread and compact ACW 14 m2 390.00 327.75 450.00 1,745.83 260.00 260.00 500.00 500.00 TM TM 729.20 729.20

C Supply, spread and compact ACW 20 m2 385.00 325.25 TM TM 18.00 18.00 500.00 500.00 TM TM 350.08 350.08

D Supply, spread and compact ACW 28 m2 380.00 326.25 TM TM 25.00 24.00 500.00 500.00 TM TM 760.45 760.45

E Supply, spread and compact BML10 m3 340.00 251.67 TM TM TM TM 500.00 500.00 TM TM 60.00 60.00

Drainage

F Supply and lay RC pipe culvert including excavation,

blinding, concrete bed, wire mesh and jointing:

a) 600mm Dia CIass Z pipe m 200.00 168.00 TM TM TM TM 280.00 280.00 TM TM 313.20 565.80
b) 900mm Dia. Class Z pipe m 266.50 258.25 TM TM TM TM 300.00 300.00 TM TM 580.00 876.67
c) 1200mm Dia. Class Z pipe m 393.50 379.25 TM TM TM TM 500.00 500.00 TM TM 942.50 1,164.47
d) 1500mm Dia. Class Z pipe m 585.50 577.75 3,000.00 3,000.00 TM TM 700.00 700.00 TM TM 1,418.10 1,768.66
e) 900mm Dia. Class X pipe m 228.00 212.67 TM TM TM TM 400.00 400.00 TM TM TM TM

G Supply and lay RC box culvert including

excavation, blinding, concrete bed, wire
mesh and jointing:

a)1500mm x 1200mm m 560.00 623.33 TM TM 825.00 825.00 800.00 800.00 TM TM TM TM

b)1800mm x 1800mm m 820.00 816.33 TM TM 2,500.00 2,500.00 1,000.00 1,000.00 TM TM 1,514.20 1,513.03
c) 2000mm x 1800mm m 900.00 1,342.00 TM TM 2,000.00 2,000.00 1,800.00 1,800.00 TM TM 2,228.00 2,442.23
d) 2000mm x 2000mm m 1,050.00 1,420.00 TM TM 2,250.00 2,250.00 2,000.00 2,000.00 TM TM 2,349.00 2,650.40
e) 3000mm x 3000mm m 2,100.00 2,506.67 TM TM TM TM 3,000.00 3,000.00 TM TM 3,948.00 3,816.57
f) 3300mm x 2100mm m 2,330.00 2,536.67 TM TM TM TM 3,200.00 3,200.00 TM TM 4,335.00 4,256.00

H Supply and lay 300mm thick stone m2 50.00 50.00 TM TM 152.50 152.50 80.00 80.00 TM TM 130.85 130.85
pitching

Road Furniture

A Supply and install corrugated single m 350.00 316.67 TM TM 155.00 155.00 200.00 200.00 TM TM 296.90 308.97
beam guardrail with steel post

B Supply and install end treatment guardrail inclusive

of post, washers, bolts and nuts:
a) 90 degree twist No 936.50 936.50 TM TM 155.00 155.00 500.00 500.00 TM TM 912.20 912.20
b) Buffer end No 480.00 480.00 TM TM TM TM 500.00 500.00 TM TM 884.38 884.38
c) Fish tail unit No 262.50 262.50 TM TM TM TM 230.00 230.00 TM TM 884.38 884.38

Road marking

C Supply all materials & install in position road

marking using approved hot applied superimposed
reflecturised thermoplastic road marking as shown
on the drawing m 3.75 3.88 3.55 3.55 2.50 2.50 18.50 18.50 TM TM 3.80 8.30

D Ditto Yellow thermoplastic material m 5.00 6.25 2.25 2.25 3.00 3.00 19.00 19.00 TM TM 5.00 13.83

E Supply and lay

a) Concrete kerb m 45.00 41.25 35.00 35.00 45.00 45.00 38.00 38.00 TM TM 22.50 21.34
b) Semimountable kerb m 45.00 51.25 TM TM TM TM 45.00 45.00 TM TM 27.00 26.28

F Supply and install signboard

a) 1 m² to 2 m² No 2,000.00 2,197.50 1,750.00 1,750.00 500.00 699.67 1,200.00 1,200.00 TM TM 1,400.00 1,293.33
b) 3 m² to 4 m² No 3,195.00 3,447.50 2,600.00 2,600.00 3,500.00 3,500.00 2,400.00 2,400.00 TM TM 2,800.00 2,940.00
c) 6 m² to 8 m² No 5,750.00 7,325.00 3,500.00 3,500.00 8,500.00 8,500.00 4,800.00 4,800.00 TM TM 5,156.00 4,868.67
d) 10 m² to 12 m² No 9,150.00 13,875.00 TM TM TM TM 7,200.00 7,200.00 TM TM 8,600.00 9,106.67
e) Regulatory sign No 600.00 600.00 450.00 450.00 TM TM 750.00 750.00 TM TM 630.00 630.00
f) Warning sign No 650.00 637.50 450.00 450.00 TM TM 750.00 750.00 TM TM 630.00 630.00
g) Directory sign No 650.00 650.00 TM TM TM TM 650.00 650.00 TM TM TM TM

G Standard warning and regulartory traffic sign

(mounted on 1 post) of High Intensity Retro -
reflective plastic sheeting including all posts
brackets painting and everything complete as
shown in the drawing and as directed by the s.o No 650.00 666.67 TM TM 590.00 590.00 750.00 750.00 TM TM 469.50 469.50

PILING WORKS

Reinforced Concrete Pile

A Allow for mobilisation and demolisation of all item 5,000.00 7,833.33 TM TM 8,000.00 8,000.00 10,000.00 10,000.00 TM TM 22,187.50 22,187.50
labour,plants piling equipment on site

B Supply and deliver to site 150mm x 150mm

Reinforced Concrete piles Class C 9m length m 30.00 27.50 TM TM 28.00 28.00 36.00 36.00 TM TM TM TM

C Supply and deliver to site 300mm x 300mm m 61.00 76.33 TM TM 78.00 78.00 90.00 90.00 TM TM 144.90 144.90
Reinforced Concrete piles Class C 9m length

D Ditto 9m length extension piles m 61.00 80.00 TM TM 82.00 82.00 90.00 90.00 TM TM TM TM

E Fillet weld vertical extension piles joints m 30.00 30.33 18.00 18.00 28.00 28.00 60.00 60.00 TM TM 145.90 145.90

F Handle, sling, pitch and drive initial / No 6.70 6.70 75.00 75.00 10.00 10.00 19.00 19.00 TM TM 77.40 77.40
extension piles head from site

G Cut piles to required level, dispose off No 60.00 58.33 30.00 30.00 25.00 25.00 25.00 25.00 TM TM 54.53 54.53
surplus piles head from site

H Provide all labour, temporary staging No 5,000.00 5,400.00 TM TM 7,500.00 7,500.00 5,500.00 5,500.00 TM TM 9,600.00 9,600.00
kentledge testing equipment etc and
test load 300mm x 300mm rc test pile
up to 60 tons

BRIDGE WORKS

Earthwork

J Excavate in all material except rock to m3 13.00 12.33 TM TM 10.00 8.14 10.50 10.50 TM TM 18.00 25.47
any depth for structural foundation,
backfill with suitable material and
remove from site

Concretor

A 50mm thick blinding concrete Grade 10/20 m2 12.50 12.17 TM TM 15.00 15.00 7.50 7.50 TM TM 70.30 110.10

B 50mm thick blinding concrete Grade 15/20 m2 13.70 12.85 180.00 180.00 13.40 13.47 7.50 7.50 TM TM 52.60 113.53

C Concrete Grade 25/20 in approach slab m3 242.50 242.50 TM TM TM TM 220.00 220.00 TM TM 330.00 351.17

D Concrete Grade 30/20 in approach slab m3 275.00 276.67 TM TM TM TM 350.00 350.00 TM TM 329.95 329.95

E Concrete Grade 40/20 in approach slab m3 285.00 278.33 280.00 280.00 300.00 290.44 390.00 390.00 TM TM 350.00 348.08

F Concrete grade 35/20 as specified in pier foundation m3 295.00 278.00 260.00 260.00 250.00 250.00 350.00 350.00 TM TM 321.90 321.90
abutment, diaphgram, caping beam or deck slab

G Concrete grade 40/20 as specified ditto m3 302.50 288.75 TM TM 311.10 300.55 390.00 390.00 TM TM 350.00 346.42

H Mild steel reinforcement supplied, cut

to length, bent and binding wires:
a) 12mm diameter and below tonne 4,100.00 3,646.67 TM TM 4,800.00 4,473.33 2,700.00 2,700.00 TM TM 4,215.00 4,215.00
b) 16mm diameter and above tonne 4,040.00 3,580.00 TM TM 4,200.00 4,200.00 2,700.00 2,700.00 TM TM 4,299.00 4,299.00

J High tensile reinforcement supplied, cut to

length, bent and binding wires:
a) 12mm diameter and below tonne 4,250.00 3,925.00 5,000.00 5,000.00 3,600.00 3,733.33 2,700.00 2,700.00 TM TM 5,000.00 4,518.58
b) 16mm diameter and above tonne 4,150.00 3,850.00 5,000.00 5,000.00 4,200.00 4,200.00 2,700.00 2,700.00 TM TM 5,000.00 4,546.83

K Formwork m2 35.50 36.00 40.00 40.00 35.00 34.85 36.00 36.00 TM TM 42.50 42.23

Beams

A Precast prestressed reinforced conrete members

including launching and fixing in position.

a) 'I' Beams
i. 10m length No 12,950.00 12,950.00 TM TM 26,500.00 31,331.73 TM TM TM TM 18,333.00 18,333.00
ii. 20m length No 23,400.00 23,400.00 36,000.00 36,000.00 TM TM 28,560.00 28,560.00 TM TM 26,666.00 26,666.00
iii. 30m length No 45,800.00 47,766.67 TM TM TM TM TM TM TM TM 46,375.00 46,375.00
iv. 32m length No 48,750.00 48,750.00 TM TM TM TM TM TM TM TM 59,833.00 59,833.00
v. 40m length No 77,500.00 77,500.00 TM TM TM TM TM TM TM TM 77,500.00 77,500.00

b) 'M' Beams
i. 10m length No 10,000.00 10,000.00 TM TM 15,800.00 15,800.00 TM TM TM TM 23,333.00 23,333.00
ii. 24m length No 30,000.00 30,000.00 TM TM TM TM TM TM TM TM 26,442.00 26,442.00
iii. 30m length No 45,000.00 45,000.00 TM TM TM TM TM TM TM TM 51,875.00 51,875.00

c) 'T' Beams
i. 10m length No 14,200.00 14,200.00 TM TM TM TM TM TM TM TM 24,167.00 24,167.00
ii. 18m length No 27,150.00 27,150.00 TM TM TM TM TM TM TM TM TM TM
iii. 24m length No 45,800.00 47,266.67 TM TM TM TM TM TM TM TM 51,313.00 51,313.00
iv. 30m length No 51,250.00 51,250.00 TM TM TM TM TM TM TM TM 58,444.00 58,444.00

d) 'Y' Beams
i. 10m length No 10,000.00 10,000.00 TM TM TM TM TM TM TM TM 26,000.00 26,000.00
ii. 20m length No 30,000.00 30,000.00 TM TM TM TM TM TM TM TM 49,333.00 49,333.00
iii. 30m length No 45,000.00 45,000.00 TM TM TM TM TM TM TM TM 71,667.00 71,667.00

Bridge Bearings

B Supply and install 350mm x 200mm x 57mm thick No 380.00 380.00 TM TM 383.75 529.38 185.00 185.00 TM TM 710.50 710.50
laminated bearing pad

C Supply and install 400mm x 350mm x 70mm thick No 600.00 600.00 TM TM TM TM TM TM TM TM 1,147.00 1,147.00
laminated bearing pad

Bridge Bearings (cont'd)

A Movement Joints
a) Transflex 250 or equivalent expansion joint m 300.00 300.00 TM TM TM TM TM TM TM TM 389.00 389.00
b) Thorma joint or equivalent m 800.00 800.00 TM TM 25.00 24.73 TM TM TM TM 820.00 820.00
c) 6mm Thick compressible joint filler m 100.00 100.00 TM TM TM TM TM TM TM TM 125.00 125.00
d) 32mm Dia. high yield dowel bar 600mm long
with rubber cap and compressible joint filler No 80.00 80.00 TM TM TM TM TM TM TM TM 72.90 72.90
e) 32mm Dia.high yield dowel bar 750mm long
with rubber cap and compressible joint filler No 100.00 100.00 TM TM 31.50 27.83 TM TM TM TM 64.40 64.40

B Supply and install 100mm diameter m 24.00 24.00 TM TM 45.00 91.33 23.00 23.00 TM TM 40.00 40.00
porous concrete pipe behind abutment

C Ditto 150mm diameter UPVC drainage outlet pipe m 74.00 74.00 TM TM TM TM TM TM TM TM 51.60 51.60

* TM - tiada maklumat

Kaw A - Pulau Pinang, Kedah & Perlis

Kaw B - Perak
Kaw C - Kuala Lumpur, Selangor, Nergeri Sembilan & Melaka
Kaw D - Johor
Kaw E - Pahang
Kaw F - Kelantan Terengganu

IU CIVIL/1of1
 KADAR HARGA
BAGI SEMENANJUNG MALAYSIA
TAHUN 2008
BAGI

KERJA-KERJA KECIL
KADAR HARGA BAGI KERJA-KERJA KECIL
Bil. 2 / 2008 Format ' KK '

Kadar Harga Purata (RM)

A B C D E F

Kuala Lumpur,
Bil Keterangan Kerja Unit Selangor,
Pulau Pinang, Kelantan,
Perak Negeri Johor Pahang
Kedah, Perlis Terangganu
Sembilan,
Melaka

Kerja Menggali

1 Menggali tanah dengan tangan M3 39.00 TM 24.39 20.00 TM 46.63

2 Menggali tanah dengan jentera M3 15.00 1.60 9.38 7.50 TM 15.13

3 Menggali parit hingga 1500mm dalam M3 27.50 TM 34.87 18.15 TM 49.00

4 Menggali parit hingga 3000mm dalam M3 57.50 TM 65.50 19.16 TM 103.33

5 150mm tebal hadkor M2 10.00 TM 13.75 9.05 TM 25.67

Cerucuk

1 100mm x 100mm Cerucuk Kayu M 42.50 TM 37.55 42.00 TM 84.33

2 150mm x 150mm Cerucuk Kayu M 62.00 TM 53.48 52.60 TM 100.00

Kerja Konkrit

1 Konkrit dalam peparit, lubang, lantai dan M3 200.00 225.00 273.17 267.00 TM 310.00
dinding tidak lebih 300mm

2 75mm Tebal lantai M2 45.67 TM 34.95 19.16 TM 33.53

3 75mm Tebal dinding M2 56.00 TM 31.03 26.00 TM 46.67

Kerja Membata

1 Memecah dinding lama, membuang sampah dan M2 100.00 30.00 71.81 46.90 TM 153.87
memperbaiki semula di sekeliling

2 Menebuk lubang kepada dinding termasuk M2 110.00 TM 145.07 55.00 TM 293.40

menupang kelilingnya dan membaiki semua
dikelilingnya

Kerja Kayu

1 Kayu yang belum diketam

Grup 'A' M3 3,000.00 TM 2,679.17 3,500.00 TM 6,034.27
Grup 'B' M3 2,650.00 TM 1,919.33 2,800.00 TM 4,457.98
Grup 'C' M3 2,250.00 TM 1,544.50 1,500.00 TM 3,688.18

2 Membekal dan memasang 30mm tebal pintu NO 140.00 TM 230.72 150.00 TM 265.10
tandas PVC saiz 675mm x 200mm tinggi
termasuk bingkai kayu

3 Pintu panel berbingkai kayu yang diukir dan 20mm

panel timbul dan rambah (splayed) serta rencung
(mitred) di kedua mukanya
a) Kayu yang diketam M2 140.00 206.25 253.97 300.00 TM 277.73
b) kayu ketam dikawit M2 165.00 206.25 277.20 350.00 TM 448.23

Kerja Besi dan Keluli

1 Membekal dan memasang jaring aluminium jenis

gelungsur termasuk bingkai M2 65.00 TM 225.08 270.00 TM 341.23

2 Membekal dan memasang jaring nyamuk

aluminium jenis kesmen termasuk bingkai M2 42.50 TM 197.70 250.00 TM 77.78

3 Pagar dawai rangkai 3.5mm tebal berbentuk

belian dan bersadur
a) Zing M2 35.00 TM 19.19 29.80 TM 26.27
b) PVC M2 41.50 TM 20.27 35.00 TM 28.70

4 Menyedia dan memasang awning bagi keluasan M2 145.00 TM 173.83 230.80 TM 167.30
tidak luas 5 meter persegi termasuk framing

5 Menyedia dan memasang kekisi (grille) dari keluli

lembut kepada:-
a) Tingkap M2 200.00 185.00 174.53 147.00 TM 191.57
b) Pintu termasuk bolt dan mengecat M2 250.00 132.30 241.92 146.80 TM 231.57

6 Bekal dan pasang selak motis dengan bekas NO 30.00 TM 34.50 190.00 TM 113.53
keluli tekan dan forend loyang dan lain-lain dan
perabut tombol loyang tekan

Kerja Mengubin

1 Memecah dan membersihkan segala ubinan M2 100.00 70.00 13.24 38.80 TM 16.40
genting dan ratakan semula untuk menerima
yang baru

2 Simen plaster biasa (1:6) kepada:-

a) Permukaan baru M2 30.33 5.00 15.55 26.80 TM 23.77
b) Permukaan lama M2 34.00 TM 17.98 29.50 TM 29.40

3 Membuang pendawaian elektrik lama dan baiki M2 40.00 TM 18.08 23.50 TM 19.67
permukaan dengan plaster

Kerja Taliair Najis

1 Menggali parit untuk paip najis 100mm diameter M 10.00 TM 7.58 10.00 TM 35.20
purata 450mm dalam

2 Menggali parit untuk paip najis 150mm diameter M 11.00 TM 8.81 11.60 TM 40.80
purata 450mm dalam

3 Standard Precast Concrete tangki najis termasuk

menggali lubang, memadatkan tanah & dihampar,
diratakan dan dimampatkan di dalam kawasan
tapakbina bagi:-
a) 30 orang pengguna NO 11,500.00 TM 10,526.67 1,154.00 TM 11,060.73
b) 70 orang pengguna NO 27,500.00 TM 20,886.67 1,455.00 TM 22,130.11
c) 100 orang pengguna NO 36,500.00 TM 31,990.00 30,000.00 TM 30,045.15

Kerja Bumbung

1 Membuka genting yang rosak dan gantikan

dengan genting baru:-
a) Genting Marsiles M2 45.00 TM 27.17 10.00 TM 60.50
b) Genting Piawai M2 40.00 TM 31.27 8.00 TM 52.17
c) Keping simen asbestos bergelugor M2 37.50 TM 32.32 30.00 TM 32.30
d) Keping besi sadur zing M2 35.00 TM 43.90 25.00 TM 61.87
e) Keping aluminium bergelugor M2 30.00 37.50 45.54 55.00 TM 104.13

2 Membuka genting yang rosak dan cuci dan

pasang semula seperti diatas:-
a) Genting Marsiles M2 25.00 TM 25.74 20.00 TM 74.05
b) Genting Piawai M2 25.00 TM 27.40 20.00 TM 49.80
c) Keping simen asbestos bergelugor M2 16.50 TM 17.27 17.60 TM 36.97
d) Keping besi sadur zing M2 17.50 TM 19.68 16.30 TM 55.15
e) Keping aluminium bergelugor M2 15.00 40.00 16.98 16.20 TM 78.20

3 Memasang perabung bagi:-

a) Genting Piawai M 20.00 TM 23.07 20.00 TM 51.70
b) Keping simen asbestos bergelugor M 16.00 TM 24.33 30.00 TM 48.37
c) Keping besi sadur zing M 17.50 37.00 31.35 15.00 TM 36.47
d) Keping aluminium bergelugor M 15.00 TM 33.00 30.00 TM 79.17

Kerja Paip

1 Potong paip tembaga yang sediada supaya dapat NO 60.00 TM 39.78 64.30 TM 82.13
dimasukkan cabang baru dan lain-lain dan
dipasang semula

2 Tanggal dan pasang dan keluarkan paip keluli NO 92.50 TM 37.11 186.60 TM 134.52
lembut sadur zing, potong, buatkan bebenang
skru untuk menyambung cabang dan
dipasang semula

3 Tangki Air 50 gelen (termasuk memasang)

a) keluli lembut sadur zing 2.7mm tebal NO 135.00 TM 356.00 288.00 TM 900.00
b) Tangki air kaca gentian NO 175.00 TM 187.25 388.00 TM 294.60

4 Tangki Air 100 gelen (termasuk memasang)

a) keluli lembut sadur zing 2.7mm tebal NO 210.00 TM 782.00 440.30 TM 2,500.00
b) Tangki air kaca gentian NO 250.00 TM 480.00 480.60 TM 668.55

5 Tangki Air Polytank (termasuk memasang)

a) 100 gelen NO 275.00 TM 388.88 440.30 TM 486.63
b) 200 gelen NO 475.00 1,000.00 530.75 480.60 TM 937.37

6 Cuci penakung air dan perangkap daripada halang NO 100.00 TM 17.88 41.80 TM TM

7 Membaiki sambungan antara paip pembersih dan NO 175.00 TM 16.75 45.30 TM TM

siket penakung air tidak ditembusi air

8 Perangkap 'P' atau 'S' dengan lubang periksa

a) 25mm NO 75.00 TM 22.51 35.80 TM 31.00
b) 50mm NO 105.00 TM 26.34 37.00 TM 36.67

9 Harga paip pitch fibre untuk siku 22 1/2 darjah

a) 100mm diameter M 20.00 TM 29.75 128.00 TM 43.33
b) 150mm diameter M 30.00 TM 34.52 154.00 TM 53.33

Kerja Cat

1 Bakar dan kikis permukaan-permukaan cat lama M2 4.25 TM 5.42 6.80 TM 10.67

2 Tanggalkan cat atau gilap dengan menggunakan M2 6.25 TM 8.25 8.20 TM 12.07
penanggal cat

3 Kikis cat kapur lama, distemper lama dari M2 6.75 7.00 11.99 11.80 TM 8.93
permukaan kayu atau permukaan dilepa, basuh
dan perbaiki semua retak dan permukaan
yang cacat

* T.M - tiada maklumat

KK/1
 KADAR HARGA
BAGI SEMENANJUNG MALAYSIA
TAHUN 2008
BAGI

BAHAN BINAAN UTAMA

KADAR HARGA BAGI BAHAN BINAAN UTAMA Format 'BB'
Bil. 2 / 2008
Kadar Harga Purata (RM)
ITEM NAMA BAHAN UNIT A B C D E F
Kuala
Pulau Perak Lumpur, Johor Pahang
Pinang, Selangor, Kelantan,
Kedah, Negeri Terengganu
Perlis Sembilan,
Melaka

1 Simen bag 15.67 16.00 16.28 12.00 TM 17.60

2 Besi Keluli
High Tensile / diameter ton 4,156.67 4,250.00 3,358.00 3,375.00 TM 3,764.43
Mild Steel / diameter ton 3,985.00 4,200.00 3,358.00 3,375.00 TM 3,789.29

3 Aggregate
38mm granite / limestone ton 32.00 18.00 39.00 35.00 TM 23.33
25mm granite / limestone ton 28.33 18.00 36.63 35.00 TM 25.00
20mm granite / limestone ton 26.67 18.00 33.75 34.00 TM 27.75

4 Sand
River sand m3 60.50 TM 64.40 42.00 TM 28.67

5 Bricks
Common bricks No 0.40 0.30 0.32 0.40 TM 0.32
Cement bricks No 0.29 0.17 0.27 0.23 TM 0.21
Fire bricks No 0.66 TM 0.33 1.00 TM TM

6 Timber
SG 1 (Chengal, Balau) m3 4,200.00 3,870.00 1,866.67 TM TM TM
SG 2 (Kempas, Belian) m3 3,250.00 TM 2,180.00 TM TM 4,750.00
SG 3 (Keranji, Kulim) m3 2,900.00 TM 2,055.00 TM TM TM
SG 4 (Merbau, Merawan) m3 4,875.00 3,170.00 1,603.33 TM TM 3,650.00
SG 5 (Nyatuh, Keruing) m3 3,550.00 2,900.00 1,666.67 TM TM 3,250.00
SG 6 (Damar, Jelutong) m3 2,800.00 TM 1,790.00 TM TM TM

7 Roofing
Asbestos cement m2 23.95 15.80 14.50 20.00 TM 10.03
Unglazed clay tiles pc 19.60 3.70 3.60 10.70 TM 3.95
Interlocking concrete tiles pc 17.50 1.70 1.60 2.30 TM 1.98
0.48mm Thick steel decking m2 45.23 TM 62.97 70.00 TM 35.83

8 Ceiling
6mm thk mineral fibre board m2 24.70 13.90 14.20 16.50 TM 10.00
13mm thk mineral fibre board m2 31.75 18.60 25.20 17.85 TM TM
6 mm thk cemboard m2 19.25 11.50 39.00 13.00 TM 16.00
8 mm thk cemboard m2 22.00 13.00 36.75 15.00 TM 15.40
8mm thk gypsum board m2 25.25 20.00 11.74 16.25 TM 23.55

9 Steel and metal section

2" Hollow section ton 3,900.00 3,400.00 3,650.00 2,600.00 TM TM

10 Floor & wall tiles

200mm x 200mm ceramic tile pc 1.07 1.60 1.60 2.50 TM 0.90
Ditto homogenous tiles pc 1.71 2.10 2.65 4.00 TM 1.38
100mm x 200mm quarry tile pc 2.30 TM 2.60 4.50 TM 1.03
300mm x 300mm Semi pc 2.20 TM 1.58 4.10 TM 3.57
glazed mosaic
300mm x 300mm Precast pc 2.30 3.40 2.37 6.28 TM 2.35
terazzo tile

11 Sanitary Appliances
576mm x 426mm Wash hand No 153.67 195.00 182.50 180.00 142.00 95.00
basin (wall hung)
WC suite (wash down) No 433.00 TM 337.83 280.00 282.00 350.00
1800mm x 525mm Double No 612.50 450.00 238.75 300.00 TM 220.00
bowl double drainer sink

12 Glass
5mm thk clear glass m2 33.75 36.00 52.00 30.00 TM 35.14
5mm thk float glass m2 6.80 60.00 48.00 34.80 TM 31.56
5mm thk obscured glass m2 36.65 39.00 35.00 39.50 TM 26.23
5mm thk tinted glass m2 36.80 48.00 58.00 79.00 TM 46.58

13 Paint (ICI, Nipon, Jotun)

Emulsion paint 5 liter 76.50 75.00 63.13 70.00 TM 71.50
Cement based 5 liter 77.50 40.00 64.63 66.00 TM 81.50
Alkyld paint 5 liter 106.50 95.00 74.00 75.00 TM 82.25
Gloss enamel paint 5 liter 93.50 80.00 85.50 65.50 TM 98.33

14 Plywood
5mm thk m2 12.97 TM 21.50 15.00 TM 22.03
6mm thk m2 25.87 TM 30.00 20.40 TM 22.88
9mm thk m2 23.50 TM 48.00 25.00 TM 32.92
12mm thk m2 31.17 TM 53.00 24.40 TM 31.02
19mm thk m2 76.50 TM 90.00 28.00 TM 61.86

* TM - tiada maklumat

BB/1of1
 KADAR HARGA
BAGI SEMENANJUNG MALAYSIA
TAHUN 2008
BAGI

UPAH BURUH
KADAR HARGA BAGI UPAH BURUH Format 'UB'
Bil. 2 / 2008

A B C D E F
Kuala Lumpur,
Selangor,
Item Keterangan Kerja Pulau Pinang, Perak Johor Pahang Kelantan,
Negeri
Kedah, Perlis Terengganu
Sembilan,
Melaka
Median Average Median Average Median Average Median Average Median Average Median Average

1 Tukang Batu-bata 65 66 70 70 80 82 68 68 TM TM 75 75

2 Tukang Batu 65 64 70 70 70 75 70 70 TM TM 73 75

3 Tukang Kayu/ tanggam 65 67 70 70 80 84 70 70 TM TM 78 78

4 Tukang Besi/ Pengimpal 65 68 110 110 75 82 70 70 TM TM 85 83

5 Tukang Lepa 68 68 70 70 80 81 70 70 TM TM 81 80

6 Tukang Pemasang Ubin 73 75 TM TM 82 85 78 78 TM TM 81 81

7 Tukang Cat 65 64 70 70 70 75 70 70 TM TM 77 76

8 Tukang Konkrit 70 65 70 70 75 74 73 73 TM TM 83 78

9 Tukang Kaca 70 68 70 70 78 73 73 73 TM TM 78 78

10 Tukang Paip 68 68 70 70 80 81 73 73 TM TM 84 85

11 Tukang Saliran 65 65 75 75 70 71 70 70 TM TM 83 81

12 Buruh Am 50 52 55 55 50 55 53 53 TM TM 48 52

13 Pengendali Jentera 70 71 90 90 100 95 80 80 TM TM 92 91

14 Drebar Lori 60 65 90 90 90 81 80 80 TM TM 80 81

15 Pengendali Letupan 90 92 110 110 88 90 80 80 TM TM 117 122

16 Bitumen Worker 60 61 80 80 65 66 60 60 TM TM 71 74

17 Watchman 48 49 65 65 60 65 45 45 TM TM 60 55

18 Piling Rigger 80 73 80 80 90 93 68 68 TM TM 112 119

19 Piling Frame Operator 80 83 TM TM 95 100 80 80 TM TM 100 117

20 Mechanic 70 73 TM TM 95 100 80 80 TM TM 100 122

TM - Tiada maklumat

UB/1
 KADAR HARGA
BAGI SEMENANJUNG MALAYSIA
TAHUN 2008
BAGI

LOJI & PERALATAN

KADAR HARGA BAGI SEWA LOJI DAN PERALATAN (Bil.2/2008 Format ' LP'

A B C D E F
Pulau Pinang, Perak Kuala Lumpur, Johor Pahang Kelantan,
Item Keterangan Loji / Peralatan Kapasiti / Kedah, Perlis Selangor, Negeri Terengganu
Model Sembilan, Melaka
Median Average Median Average Median Average Median Average Median Average Median Average

1 Excavator
Hydraulic Excavator CAT EL 200B 640 663 640 640 663 650 655 655 TM TM 850 880

Excavator with face shovel Dragline 310 409 600 600 380 427 470 470 TM TM 520 520
*Backhoe

2 Dozer
Bull dozer 180HP 800 843 500 500 640 552 560 560 TM TM 734 645

Dozer shovel 100HP 520 646 TM TM TM TM 540 540 TM TM 748 716

3 Wheel Loader 1.5 cu. Yard 600 654 560 560 570 543 490 490 TM TM 450 450

4 Roller
Vibratory roller 5 ton 400 419 TM TM 480 480 480 480 TM TM 700 706

Road Roller 3 ton 300 428 TM TM 490 557 420 420 TM TM 500 439
10-12 ton 480 460 TM TM 673 724 475 475 TM TM 800 677

5 Breaker
Pneumatic Breaker 1200 CFM 640 890 500 500 372 372 435 435 TM TM 900 900

Hydraulic Breaker 150 HP 550 515 TM TM 760 798 445 445 TM TM 748 748

6 Dumper 4-10 cu/m 480 446 480 480 300 300 405 405 TM TM 750 674
200HP

7 Grader LG2 650 696 TM TM 690 690 500 500 TM TM 850 850
CAT 125 TM TM TM TM TM TM TM TM TM TM TM TM

8 Tractor with ripper 20-50 HP 400 492 480 480 552 552 420 420 TM TM 409 422

9 Lorry 5 ton 300 369 TM TM 525 525 420 420 TM TM 400 419
10 ton 380 492 TM TM 400 352 500 500 TM TM 800 675

10 Tipper lorry 8 ton 345 407 TM TM TM TM 550 550 TM TM 800 728

5 ton above 350 402 600 600 453 453 500 500 TM TM 521 574
3 ton above 275 408 570 570 393 393 460 460 TM TM 416 405

11 Trailer Nissan 20' 0 450 625 TM TM TM TM 580 580 TM TM 1,007 1,178

12 Forklift 375 375 TM TM TM TM 350 350 TM TM 587 587

13 Crane
Mobile Crane 5-10 ton 400 424 TM TM 800 745 490 490 TM TM 500 499

Tower Crane 20 ton 540 688 TM TM 1,575 1,575 800 800 TM TM 812 812

14 Concrete Mixer Type 10/7 48 60 240 240 180 183 240 240 TM TM 73 73
Type 14/10 60 93 400 400 160 148 260 260 TM TM 98 98

15 Water pump 280 224 240 240 160 188 180 180 TM TM 250 245

16 Air Compressor 150-185 CFM 235 358 490 490 360 335 265 265 TM TM 300 298

17 Welding set 400 AMP 300 280 480 480 400 317 130 130 TM TM 277 314

18 Bar cutter/bender 560 544 TM TM 300 300 500 500 TM TM 179 157

19 Steel scaffolding TM TM TM TM TM TM 200 200 TM TM 320 320

20 Piling frame
a. Timber 1 ton 1,250 1,250 TM TM TM TM 1,600 1,600 TM TM 1,049 1,049
b. Concrete K 25 2,000 2,000 TM TM TM TM 2,000 2,000 TM TM 1,515 1,515
c. Steel K 25 2,000 2,000 TM TM TM TM 2,000 2,000 TM TM 1,515 1,515

21 Piling driving machine K 35 750 1,025 2,000 2,000 1,280 1,619 1,000 1,000 TM TM 1,008 1,004

22 Bitumen / asphalt
Spreader 40 Hp 800 792 1,200 1,200 TM TM TM TM TM TM 717 717

23 Vibrator Immersion Light 250 250 TM TM TM TM 200 200 TM TM 600 623

Heavy 120 120 TM TM TM TM 300 300 TM TM 718 718

24 Trench digger 400 475 TM TM 655 655 500 500 TM TM 500 442

25 Generator 330 307 500 500 278 299 185 185 TM TM 436 436

LP/1of1