-
Portal RATOL & Rates PreMoCAWANGAN KONTRAK DAN UKUR BAHAN
02.03.2015
Work Item Unit Overall Average (RM)PAVEMENT WORKSCarriageway and
Paved ShoulderRoadbaseSpread, grade and compact roadbase
materialcomplying with Type I or Type II grading limits of Table4.3
of the standard specifications.Wet Mix Macadam - 300mm thick
m2 Location Range (RM) Average (RM) RM 28.96F 28.96 - 28.96
28.96
PAVEMENT WORKSTREATMENT TO EXISTING PAVEMENTMillingMilling of
existing pavement including clean andremove all debris to receive
new surface inlay . mmthick.50mm thick
m2 Location Range (RM) Average (RM) RM 1.00C 1.00 - 1.00
1.00
PAVEMENT WORKSCarriageway and Paved ShoulderSubbaseSubbase
material (CBR > 30 %) complying with TypeC or Type D grading
limits of Table 4.1 of the standardspecifications.Cement-Bound
Granular Material - 100mm thick
m2 Location Range (RM) Average (RM) RM 42.57F 42.57 - 42.57
42.57
PAVEMENT WORKSCarriageway and Paved ShoulderSubbaseSubbase
material (CBR > 30 %) complying with TypeC or Type D grading
limits of Table 4.1 of the standardspecifications.Granular Material
- 250mm thick
m2 Location Range (RM) Average (RM) RM 7.00F 7.00 - 7.00
7.00
PAVEMENT WORKSCarriageway and Paved ShoulderRoadbaseSpread,
grade and compact roadbase materialcomplying with Type I or Type II
grading limits of Table4.3 of the standard specifications.Crushed
Aggregate - 250mm thick
m2 Location Range (RM) Average (RM) RM 16.26C 16.26 - 16.26
16.26
1 / 5
-
Portal RATOL & Rates PreMoCAWANGAN KONTRAK DAN UKUR BAHAN
02.03.2015
Work Item Unit Overall Average (RM)PAVEMENT WORKSCarriageway and
Paved ShoulderSubbaseSubbase material (CBR > 20%) complying
withgrading limits of Table 4.5 of the standardspecificationsSand
Sub-base (CBR > 20%) - 200mm thick
m2 Location Range (RM) Average (RM) RM 12.00F 12.00 - 12.00
12.00
PAVEMENT WORKSCarriageway and Paved ShoulderSurfacingBituminous
MacadamBinder Course BMB 28 - 80 mm thick
m2 Location Range (RM) Average (RM) RM 35.50F 35.50 - 35.50
35.50
PAVEMENT WORKSFLEXIBLE PAVEMENTTREATMENT TO EXISTING
PAVEMENTRegulationAsphaltic concrete wearing course
m3 Location Range (RM) Average (RM) RM 473.75C 473.75 - 473.75
473.75
PAVEMENT WORKSFLEXIBLE PAVEMENTTREATMENT TO EXISTING
PAVEMENTRegulationBituminous macadam roadbase
m3 Location Range (RM) Average (RM) RM 443.88C 443.88 - 443.88
443.88
PAVEMENT WORKSFLEXIBLE PAVEMENTTREATMENT TO EXISTING
PAVEMENTMatch PointScarify of existing pavement including clean
andremove all debris to receive new pavement
m2 Location Range (RM) Average (RM) RM 4.43C 4.43 - 4.43
4.43
PAVEMENT WORKSFLEXIBLE PAVEMENTTREATMENT TO EXISTING
PAVEMENTRegulationAsphaltic concrete binder course
m3 Location Range (RM) Average (RM) RM 456.73C 456.73 - 456.73
456.73
PAVEMENT WORKSFLEXIBLE PAVEMENT
m2 Location Range (RM) Average (RM) RM 0.75
2 / 5
-
Portal RATOL & Rates PreMoCAWANGAN KONTRAK DAN UKUR BAHAN
02.03.2015
Work Item Unit Overall Average (RM)NEW PAVEMENTPreparation of
FormationPreparation of formation as specified and as directedby
the S.O/P.D* for receiving road pavement.
F 0.75 - 0.75 0.75
PAVEMENT WORKSCarriageway and Paved ShoulderSubbaseSubbase
material (CBR > 20%) complying withgrading limits of Table 4.5
of the standardspecificationsSand Sub-base (CBR > 20%) - 350mm
thick
m2 Location Range (RM) Average (RM) RM 26.60F 26.60 - 26.60
26.60
PAVEMENT WORKSCarriageway and Paved ShoulderSurfacingAsphaltic
ConcreteAsphaltic concrete binder course (ACB-28) - 60mmthick
m2 Location Range (RM) Average (RM) RM 27.45C 27.45 - 27.45
27.45
PAVEMENT WORKSNEW PAVEMENTCarriageway and Paved
ShoulderSurfacingBituminous Tack Coat
m2 Location Range (RM) Average (RM) RM 1.22C 1.18 - 1.18 1.18F
0.82 - 1.70 1.26
PAVEMENT WORKSCarriageway and Paved ShoulderSurfacingAsphaltic
ConcreteAsphaltic concrete binder course (ACB-28) - 75mmthick
m2 Location Range (RM) Average (RM) RM 32.38F 32.38 - 32.38
32.38
PAVEMENT WORKSCarriageway and Paved ShoulderSurfacingAsphaltic
ConcreteAsphaltic concrete binder course (ACB-28) - 70mmthick
m2 Location Range (RM) Average (RM) RM 33.50F 33.50 - 33.50
33.50
PAVEMENT WORKS m2 Location Range (RM) Average (RM) RM 26.21
3 / 5
-
Portal RATOL & Rates PreMoCAWANGAN KONTRAK DAN UKUR BAHAN
02.03.2015
Work Item Unit Overall Average (RM)Carriageway and Paved
ShoulderSurfacingAsphaltic ConcreteAsphaltic concrete wearing
course (ACB-28) - 50mmthick
C 23.71 - 23.71 23.71F 28.70 - 28.70 28.70
PAVEMENT WORKSNEW PAVEMENTCarriageway and Paved
ShoulderSurfacingBituminous Prime Coat
m2 Location Range (RM) Average (RM) RM 1.72C 1.67 - 1.67 1.67F
1.74 - 1.80 1.77
4 / 5
-
Portal RATOL & Rates PreMoCAWANGAN KONTRAK DAN UKUR BAHAN
02.03.2015
NotaSekiranya anda mempunyai sebarang pertanyaan, sila hubungi:
Ketua Penolong Pengarah KananBahagian Perolehan dan Khidmat
KosCawangan Kontrak dan Ukur BahanIbu Pejabat JKR MalaysiaTingkat
19, Menara Tun Ismail Mohamed AliNo 25, Jalan Raja Laut50582 Kuala
Lumpur
u.p: En Husnan HusinTel: 03-26161111Email: [email protected]
Catatan
5 / 5
