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Guard Rails ROAD FURNITURES MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Removal, Dismantle and Replace of Damage Components Item a, page 29 Removal, dismantle and dispose the damaged guardrail beam. A) Machinery. i) Pick-up truck (3.0T) for carring,materials, workers and tools : 1 x 1 Day @ RM 150.00 Per day = RM 150.00 ii) Backhoe : 1 x 1 Day @ RM 270.00 Per day = RM 270.00 iii Tipper truck (6-wheeler) : 1 x 1 Day @ RM 250.00 Per day = RM 250.00 iv) Miscellaneous items (e.g. oxy-cutter,crowbar, hammer and hardware tools): Allow sum (per day) = RM 100.00 Total = RM 770.00 Productivity Per Day : 91 M Machinery Cost Per M : RM 770.00 / 91 = RM 8.51 B) Workmen i) Ganger : 1 x 1 Day @ RM 65.00 Per day = RM 65.00 ii) General Worker : 5 x 1 Day @ RM 38.00 Per day = RM 190.00 RM 255.00 Productivity Per Day : 91 M Workmen Cost Per M : RM 255.00 / 91 = RM 2.82 Row cost Per M = RM 11.33 ADD: P& O : 15% = RM 1.70 = RM 13.02 Take RM 13.00 Rate Per M

Build Up Rate - Infrastructure Work

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Page 1: Build Up Rate - Infrastructure Work

Guard Rails

ROAD FURNITURESMAINTENANCE OF GUARDRAIL AND CRASH CUSHIONRemoval, Dismantle and Replace of Damage Components Item a, page 29Removal, dismantle and dispose the damaged guardrail beam.

A) Machinery.

i) Pick-up truck (3.0T) for carring,materials, workers and tools :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Backhoe :1 x 1 Day @ RM 270.00 Per day = RM 270.00

iii) Tipper truck (6-wheeler) :1 x 1 Day @ RM 250.00 Per day = RM 250.00

iv) Miscellaneous items (e.g. oxy-cutter,crowbar, hammer and hardware tools):Allow sum (per day) = RM 100.00

Total = RM 770.00

Productivity Per Day : 91 M Machinery Cost Per M : RM 770.00 / 91 = RM 8.51

B) Workmen

i) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General Worker :5 x 1 Day @ RM 38.00 Per day = RM 190.00

RM 255.00

Productivity Per Day : 91 M Workmen Cost Per M : RM 255.00 / 91 = RM 2.82

Row cost Per M = RM 11.33

ADD: P& O : 15% = RM 1.70

= RM 13.02

Take RM 13.00

Rate Per M

Page 2: Build Up Rate - Infrastructure Work

Guard Rails

ROAD FURNITURESMAINTENANCE OF GUARDRAIL AND CRASH CUSHIONRemove, Dismantle and Replace of Damaged Components Item b i, page 29Removal, dismantle and dispose the damaged End Wing or Fish Tail (Terminal end Type 1)

A) Machinery.

I) Pick-up truck (3.0T) for carring,materials, workers and tools :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Miscellaneous items (e.g. oxy-cutter,crowbar, hammer and hardware tools):Allow sum (per day) = RM 100.00

Total = RM 250.00

Productivity Per Day : 33 NO Machinery Cost Per NO : RM 250.00 / 33 = RM 7.69

B) Workmen

I) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General Worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

RM 217.00

Productivity Per Day : 33 NO Workmen Cost Per NO : RM 217.00 / 33 = RM 6.68

Row cost Per NO = RM 14.37

ADD: P& O : 15% = RM 2.16

= RM 16.52

Take RM 16.50

Rate Per NO.

Page 3: Build Up Rate - Infrastructure Work

Guard Rails

ROAD FURNITURESMAINTENANCE OF GUARDRAIL AND CRASH CUSHIONRemove, Dismantle and Replace of Damaged Components Item b ii, page 29Removal, dismantle and dispose the damaged Terminal Anchorage Unit Type 2)

A) Machinery.

I) Pick-up truck (3.0T) for carring,materials, workers and tools :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Miscellaneous items (e.g. oxy-cutter,crowbar, hammer and hardware tools):Allow sum (per day) = RM 100.00

Total = RM 250.00

Productivity Per Day : 17 NO Machinery Cost Per NO : RM 250.00 / 17 = RM 14.71

B) Workmen

I) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General Worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

RM 217.00

Productivity Per Day : 17 NO Workmen Cost Per NO : RM 217.00 / 17 = RM 12.76

Row cost Per NO = RM 27.47

ADD: P& O : 15% = RM 4.12

= RM 31.59

Take RM 31.50

Rate Per NO.

Page 4: Build Up Rate - Infrastructure Work

Guard Rails

ROAD FURNITURESMAINTENANCE OF GUARDRAIL AND CRASH CUSHIONRemove, Dismantle and Replace of Damaged Components Item b iii, page 29Removal, dismantle and dispose the damaged 90 degrees Twist Unit Type 3

A) Machinery.

I) Pick-up truck (3.0T) for carring,materials, workers and tools :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Miscellaneous items (e.g. oxy-cutter,crowbar, hammer and hardware tools):Allow sum (per day) = RM 100.00

Total = RM 250.00

Productivity Per Day : 17 NO Machinery Cost Per NO : RM 250.00 / 17 = RM 14.71

B) Workmen

I) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General Worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

RM 217.00

Productivity Per Day : 17 NO Workmen Cost Per NO : RM 217.00 / 17 = RM 12.76

Row cost Per NO = RM 27.47

ADD: P& O : 15% = RM 4.12

= RM 31.59

Take RM 31.50

Rate Per NO.

Page 5: Build Up Rate - Infrastructure Work

Guard Rails

ROAD FURNITURESMAINTENANCE OF GUARDRAIL AND CRASH CUSHIONRemove, Dismantle and Replace of Damaged Components Item b iv, page 29Removal, dismantle and dispose the damaged Terminal 1 : 6 / Sloping End Unit Type 4

A) Machinery.

I) Pick-up truck (3.0T) for carring,materials, workers and tools :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Miscellaneous items (e.g. oxy-cutter,crowbar, hammer and hardware tools):Allow sum (per day) = RM 100.00

Total = RM 250.00

Productivity Per Day : 17 NO Machinery Cost Per NO : RM 250.00 / 17 = RM 14.71

B) Workmen

I) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General Worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

RM 217.00

Productivity Per Day : 17 NO Workmen Cost Per NO : RM 217.00 / 17 = RM 12.76

Row cost Per NO = RM 27.47

ADD: P& O : 15% = RM 4.12

= RM 31.59

Take RM 31.50

Rate Per NO.

Page 6: Build Up Rate - Infrastructure Work

Guard Rails

ROAD FURNITURESMAINTENANCE OF GUARDRAIL AND CRASH CUSHIONRemove, Dismantle and Replace of Damaged Components Item c, page 29Removal, dismantle and dispose the damaged guardrail post

A) Machinery.

I) Pick-up truck (3.0T) for carring,materials, workers and tools :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Backhoe :1 x 1 Day @ RM 270.00 Per day = RM 270.00

iii) Miscellaneous items (e.g. oxy-cutter,crowbar, hammer and hardware tools):Allow sum (per day) = RM 100.00

Total = RM 520.00

Productivity Per Day : 27 NO Machinery Cost Per NO : RM 520.00 / 27 = RM 19.40

B) Workmen

I) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General Worker :3 x 1 Day @ RM 38.00 Per day = RM 114.00

RM 179.00

Productivity Per Day : 27 NO Workmen Cost Per NO : RM 179.00 / 27 = RM 6.68

Row cost Per NO = RM 26.08

ADD: P& O : 15% = RM 3.91

= RM 29.99

Take RM 30.00

Rate Per NO.

Page 7: Build Up Rate - Infrastructure Work

Guard Rails

ROAD FURNITUREMAINTENANCE OF GUARDRAIL AND CRASH CUSHIONRemove, Dismantle and Replace of Damaged Components Item d, page 29Dismantle and removed existing damaged nose yellow

A) Machinery.

I) Backhoe1 x 1 Day @ RM 270.00 Per day = RM 270.00

ii) MiscellaneousAllow sum (per day) = RM 150.00

iii) Pick-up truck (3.0T) for carrying, materials, workers and tools :1 x 1 Day @ RM 280.00 Per day = RM 280.00

Total = RM 700.00

Productivity Per Day : 6 NO Machinery Cost Per NO : RM 700.00 / 6 = RM 114.27

B) Workmen

I) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General Worker :3 x 1 Day @ RM 38.00 Per day = RM 114.00

RM 179.00

Productivity Per Day : 6 NO Workmen Cost Per NO : RM 179.00 / 6 = RM 29.22

Row cost Per NO = RM 143.49

ADD: P& O : 15% = RM 21.52

= RM 165.01

Take RM 165.00

Rate Per NO.

Page 8: Build Up Rate - Infrastructure Work

Guard Rails

ROAD FURNITUREMAINTENANCE OF GUARDRAIL AND CRASH CUSHIONRemove, Dismantle and Replace of Damaged Components Item e, page 29Dismantle and removed existing damaged cartridge

A) Machinery.

I) Backhoe1 x 1 Day @ RM 270.00 Per day = RM 270.00

ii) MiscellaneousAllow sum (per day) = RM 150.00

iii) Pick-up truck (3.0T) for carrying, materials, workers and tools :1 x 1 Day @ RM 150.00 Per day = RM 150.00

Total = RM 570.00

Productivity Per Day : 3 NO Machinery Cost Per NO : RM 570.00 / 3 = RM 165.46

B) Workmen

I) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General Worker :3 x 1 Day @ RM 38.00 Per day = RM 114.00

RM 179.00

Productivity Per Day : 3 NO Workmen Cost Per NO : RM 179.00 / 3 = RM 51.96

Row cost Per NO = RM 217.42

ADD: P& O : 15% = RM 32.61

= RM 250.03

Take RM 250.00

Rate Per NO.

Page 9: Build Up Rate - Infrastructure Work

Guard Rails

ROAD FURNITUREMAINTENANCE OF GUARDRAIL AND CRASH CUSHIONRemove, Dismantle and Replace of Damaged Components Item f, page 29Dismantle and removed existing beam panel

A) Machinery.

I) Backhoe1 x 1 Day @ RM 270.00 Per day = RM 270.00

ii) MiscellaneousAllow sum (per day) = RM 150.00

iii) Pick-up truck (3.0T) for carrying, materials, workers and tools :1 x 1 Day @ RM 150.00 Per day = RM 150.00

Total = RM 570.00

Productivity Per Day : 5 NO Machinery Cost Per NO : RM 570.00 / 5 = RM 109.20

B) Workmen

I) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General Worker :3 x 1 Day @ RM 38.00 Per day = RM 114.00

RM 179.00

Productivity Per Day : 5 NO Workmen Cost Per NO : RM 179.00 / 5 = RM 34.29

Row cost Per NO = RM 143.49

ADD: P& O : 15% = RM 21.52

= RM 165.01

Take RM 165.00

Rate Per NO.

Page 10: Build Up Rate - Infrastructure Work

Guard Rails

ROAD FURNITURESMAINTENANCE OF GUARDRAIL AND CRASH CUSHIONRealigning of existing (line & level) Item g, page 29Realign and straighten the line of existing guardrail including correct the level and verticality position ofexisting guardrail post.

A) Machinery.

I) Pick-up truck (3.0T) for carring,materials, workers and tools :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Hydraulic jack1 x 1 Day @ RM 100.00 Per day = RM 100.00

iii) Backhoe :1 x 1 Day @ RM 270.00 Per day = RM 270.00

Total = RM 520.00

Productivity Per Day : 97 M Machinery Cost Per M : RM 520.00 / 97 = RM 5.36

B) Workmen

I) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General Worker :5 x 1 Day @ RM 38.00 Per day = RM 190.00

RM 255.00

Productivity Per Day : 97 M Workmen Cost Per M : RM 255.00 / 97 = RM 2.63

Row cost Per M = RM 7.99

ADD: P& O : 15% = RM 1.20

= RM 9.19

Take RM 9.20

Rate Per M

Page 11: Build Up Rate - Infrastructure Work

Guard Rails

ROAD FURNITURESMAINTENANCE OF GUARDRAIL AND CRASH CUSHIONRealigning of existing (line & level) Item h, page 29Supply and replace missing delinator piece on guardrail

A) Material

I) G.I strip, c/w, clip, washer, bolt and nuts (supply price/Set) = RM 5.00

B) Machinery

I) Pick-up truck (3.0T) for carrying materials, workers , tools and equipments :

1 x 1 Day @ RM 150.00 per day = RM 150.00

ii) Miscellaneous items (Temporary traffic signs, cleaning tools and equipments)

Allow sum : = RM 80.00

C) Workmen

I) General worker

3 x 1 Day @ RM 38.00 per day = RM 114Total RM 344.00

Productivity Per day : 43 NOWorkmen Cost Per No. : RM 344.00 / 43 = RM 8.06

Raw cost per No. = RM 13.06

ADD : P&O : 15% = RM 1.96

Rate Per No. = RM 15.01

Take RM 15.00

Page 12: Build Up Rate - Infrastructure Work

Guard Rails

ROAD FURNITURES MAINTENANCE OF GUARDRAIL AND CRASH CUSHIONInstallation of New Sections Item a, page 30Supply and install galvanised new guardrail beams

A)

I) Guardrail (supply price/M) : = RM 35.00

ii) Transportation(per M) : RM 10.00

iii) Material cost (per M) : = RM 45.00

B) Machinery.

I) Pick-up truck (3.0T) for carrying, materials, workers and tools :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Miscellaneous items (e.g. oxy-cutter, crowbar, hammer and hardware tools):

Allow sum (per day) = RM 100.00 Total = RM 250.00

Productivity Per Day : 71 M Machinery Cost Per M : RM 250.00 / 71 = RM 3.55

C) Workmen

I) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General Worker :5 x 1 Day @ RM 38.00 Per day = RM 190.00

RM 255.00

Productivity Per Day : 71 M Workmen Cost Per M : RM 255.00 / 71 = RM 3.62

Row cost Per M = RM 52.16

ADD: P& O : 15% = RM 7.82

= RM 59.99

Take RM 60.00

Material

Rate Per M

Page 13: Build Up Rate - Infrastructure Work

Guard Rails

ROAD FURNITURE MAINTENANCE OF GUARDRAIL AND CRASH CUSHIONInstallation of New Sections Item b i, page 30Supply and install galvanised End wing or Fish Tail (Terminal unitType 1)

A)

I) Terminal End Type l (supply price/No) = RM 58.00

ii) Transportation(per No) : = RM 5.00

iii) Material cost (per No) : : = RM 63.00

B) Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Miscellaneous items (e.g. oxy-cutter, crowbar, hammer and hardware tools):Allow sum (per day) = RM 100.00

Total = RM 250.00

Productivity Per Day : 29 NO Machinery Cost Per No : RM 250.00 / 29 = RM 8.68

C) Workmen

I) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General Worker :5 x 1 Day @ RM 38.00 Per day = RM 190.00

RM 255.00

Productivity Per Day : 29 NO Workmen Cost Per No : RM 190.00 / 29 = RM 6.60

Row cost Per No = RM 78.28

ADD: P& O : 15% = RM 11.74

= RM 90.02

Take RM 90.00

Material

Rate Per NO.

Page 14: Build Up Rate - Infrastructure Work

Guard Rails

ROAD FURNITURE MAINTENANCE OF GUARDRAIL AND CRASH CUSHIONInstallation of New Sections Item b ii, page 30Supply and install galvanised Terminal anchorage unit Type 2

A)

i) Terminal anchorage unit Type 2 (supply price/No) = RM 380.00

ii) Transportation(per No) : = RM 5.00

iii) Material cost (per No) : : = RM 385.00

B) Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Miscellaneous items (e.g. oxy-cutter, crowbar, hammer and hardware tools):Allow sum (per day) = RM 100.00

Total = RM 250.00

Productivity Per Day : 80 NO Machinery Cost Per No : RM 250.00 / 80 = RM 3.13

C) Workmen

I) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General Worker :5 x 1 Day @ RM 38.00 Per day = RM 190.00

RM 255.00

Productivity Per Day : 80 NO Workmen Cost Per No : RM 255.00 / 80 = RM 3.19

Row cost Per No = RM 391.31

ADD: P& O : 15% = RM 58.70

= RM 450.01

Take RM 450.00

Material

Rate Per NO.

Page 15: Build Up Rate - Infrastructure Work

Guard Rails

ROAD FURNITURE MAINTENANCE OF GUARDRAIL AND CRASH CUSHIONInstallation of New Sections Item b iii, page 30Supply and install galvanised 90 degrees Twist Unit Type 3

A)

I) Twist unit type 3 (supply price/No) = RM 550.00

ii) Transportation(per No) : RM 5.00

iii) Material cost (per No) : : = RM 555.00

B) Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Miscellaneous items (e.g. oxy-cutter, crowbar, hammer and hardware tools):Allow sum (per day) = RM 100.00

Total = RM 250.00

Productivity Per Day : 9 NO Machinery Cost Per No : RM 250.00 / 9 = RM 26.60

C) Workmen

I) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General Worker :5 x 1 Day @ RM 38.00 Per day = RM 190.00

RM 255.00

Productivity Per Day : 9 NO Workmen Cost Per No : RM 255.00 / 9 = RM 27.13

Row cost Per No = RM 608.72

ADD: P& O : 15% = RM 91.31

= RM 700.03

Take RM 700.00

Material

Rate Per NO.

Page 16: Build Up Rate - Infrastructure Work

Guard Rails

ROAD FURNITURE MAINTENANCE OF GUARDRAIL AND CRASH CUSHIONInstallation of New Sections Item b iv, page 30Supply and install galvanised Terminal section 1:6 / Sloping End Type 4

A)

I) Terminal Anchorage Type 4 (supply price/No) = RM 158.00

ii) Transportation(per No) : RM 5.00

iii) Material cost (per No) : : = RM 163.00

B) Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Miscellaneous items (e.g. oxy-cutter, crowbar, hammer and hardware tools):Allow sum (per day) = RM 100.00

Total = RM 250.00

Productivity Per Day : 14 NO Machinery Cost Per No : RM 250.00 / 14 = RM 18.32

C) Workmen

I) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General Worker :5 x 1 Day @ RM 38.00 Per day = RM 190.00

RM 255.00

Productivity Per Day : 14 NO Workmen Cost Per No : RM 255.00 / 14 = RM 18.68

Row cost Per No = RM 200.00

ADD: P& O : 15% = RM 30.00

= RM 230.00

Take RM 230.00

Material

Rate Per NO.

Page 17: Build Up Rate - Infrastructure Work

Guard Rails

ROAD FURNITURE MAINTENANCE OF GUARDRAIL AND CRASH CUSHIONInstallation of New Sections Item c, page 30Supply and install galvanised guadrail post complete with packer

A)

I) Guardrail post (supply price / No) = RM 87.00

ii) Transportation(per No) : RM 2.00

iii) Material cost (per No) : : = RM 89.00

B) Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Arrow Rammer :1 x 1 Day @ RM 300.00 Per day = RM 300.00

iii) Miscellaneous items (e.g. oxy-cutter, crowbar, hammer and hardware tools):Allow sum (per day) = RM 100.00

Total = RM 550.00

Productivity Per Day : 52 NO Machinery Cost Per No : RM 550.00 / 52 = RM 10.50

C) Workmen

I) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General Worker :5 x 1 Day @ RM 38.00 Per day = RM 190.00

RM 255.00

Productivity Per Day : 52 NO Workmen Cost Per No : RM 255.00 / 52 = RM 4.87

Row cost Per No = RM 104.36

ADD: P& O : 15% = RM 15.65

= RM 120.02

Take RM 120.00

Material

Rate Per NO.

Page 18: Build Up Rate - Infrastructure Work

Guard Rails

ROAD FURNITUREMAINTENANCE OF GUARDRAIL AND CRASH CUSHIONInstallation of New Sections Item d, page 30Supply and replace new yellow nose for the crash cushion inclusive of all necessary preparatory work.

I) Nose Yellow = RM 21,090.00

ADD: P& O : 15% = RM 3,163.50

= RM 24,253.50

Take RM 24,250.00

Rate Per NO.

Page 19: Build Up Rate - Infrastructure Work

Guard Rails

ROAD FURNITUREMAINTENANCE OF GUARDRAIL AND CRASH CUSHIONInstallation of New Sections Item e, page 30Supply and replace new cartridge for the crash cushion inclusive of all necessary preparatory work.

A)

I) Cartridge = RM 2,740.00

ADD: P& O : 15% = RM 411.00

= RM 3,151.00

Take RM 3,150.00

Material

Rate Per NO.

Page 20: Build Up Rate - Infrastructure Work

Guard Rails

ROAD FURNITUREMAINTENANCE OF GUARDRAIL AND CRASH CUSHIONInstallation of New Sections Item g, page 30Supply and replace new beam panel.

A)

I) Cartridge = RM 2,892.00

ADD: P& O : 15% = RM 433.80

= RM 3,325.80

Take RM 3,325.00

Material

Rate Per NO.

Page 21: Build Up Rate - Infrastructure Work

Road Stud

ROAD FURNITURE MAINTENANCE OF STUDSReinstallation of existing studs Item a,page 31To reinstall the missing road stud at existing location with new single - sided Road stud

A)

I) Road stud (Supply price / No) : = RM 16.20

ii) Epoxy in-fill (per no) : = RM 1.50

B) Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment):Allow sum Per day = RM 100.00

Total = RM 250.00

Productivity Per Day : 55 NoMachinery Cost Per No : RM 250.00 / 55 = RM 4.55

C) Workmen

I) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General Worker :2 x 1 Day @ RM 38.00 Per day = RM 76.00

iii) Flagman 2 x 1 Day @ RM 35.00 Per day = RM 70.00

RM 211.00

Productivity Per Day : 55 NoWorkmen Cost Per No : RM 211.00 / 55 = RM 3.84

Row cost Per No = RM 26.08

ADD: P& O : 15% = RM 3.91

= RM 29.99

Take RM 30.00

Material

Rate Per NO.

Page 22: Build Up Rate - Infrastructure Work

Road Stud

ROAD FURNITURE MAINTENANCE OF STUDSReinstallation of existing studs Item b,page 31To reinstall the missing road stud at existing location with new double - sided Road stud

A)

I) Prismo II Road stud (Supply price / No) : = RM 21.40

ii) Epoxy in-fill (per no) : = RM 1.50

B) Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment):Allow sum Per day = RM 100.00

Total = RM 250.00

Productivity Per Day : 55 NoMachinery Cost Per No : RM 250.00 / 55 = RM 4.56

C) Workmen

I) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General Worker :2 x 1 Day @ RM 38.00 Per day = RM 76.00

iii) Flagman 2 x 1 Day @ RM 35.00 Per day = RM 70.00

RM 211.00

Productivity Per Day : 55 NoWorkmen Cost Per No : RM 211.00 / 55 = RM 3.85

Row cost Per No = RM 31.31

ADD: P& O : 15% = RM 4.70

= RM 36.01

Take RM 36.00

Material

Rate Per NO.

Page 23: Build Up Rate - Infrastructure Work

Road Stud

ROAD FURNITURE MAINTENANCE OF STUDSReplacement of Existing Studs Item c,page 31To replace the damaged road stud at existing location with new single - sided Road stud

A)

I) Prismo II Road stud (Supply price / No) : = RM 16.20

ii) Epoxy in-fill (per no) : RM 1.50

B) Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment):Allow sum Per day = RM 100.00

Total = RM 250.00

Productivity Per Day : 39 NoMachinery Cost Per No : RM 250.00 / 39 = RM 6.44

C) Workmen

I) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General Worker :2 x 1 Day @ RM 38.00 Per day = RM 76.00

iii) Flagman 2 x 1 Day @ RM 35.00 Per day = RM 70.00

RM 211.00

Productivity Per Day : 39 NoWorkmen Cost Per No : RM 211.00 / 39 = RM 5.44

Row cost Per No = RM 29.58

ADD: P& O : 15% = RM 4.44

= RM 34.02

Take RM 34.00

Material

Rate Per NO.

Page 24: Build Up Rate - Infrastructure Work

Road Stud

ROAD FURNITURE MAINTENANCE OF STUDSReplacement of Existing Studs Item d,page 31To replacel the damaged road stud at existing location with new double - sided Road stud

A)

I) Road stud (Supply price / No) : = RM 21.40

ii) Epoxy in-fill (per no) : = RM 1.50

B) Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment):Allow sum Per day = RM 100.00

Total = RM 250.00

Productivity Per Day : 39 NoMachinery Cost Per No : RM 250.00 / 39 = RM 6.44

C) Workmen

I) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General Worker :2 x 1 Day @ RM 38.00 Per day = RM 76.00

iii) Flagman 2 x 1 Day @ RM 35.00 Per day = RM 70.00

RM 211.00

Productivity Per Day : 39 NoWorkmen Cost Per No : RM 211.00 / 39 = RM 5.44

Row cost Per No = RM 34.78

ADD: P& O : 15% = RM 5.22

= RM 40.00

Take RM 40.00

Material

Rate Per NO.

Page 25: Build Up Rate - Infrastructure Work

Road Stud

ROAD FURNITURE MAINTENANCE OF STUDSReplacement of Existing Studs Item e,page 31To remove existing road stud and refix at same position

A)

I) Road stud (Supply price / No) : = RM 16.20

ii) Epoxy in-fill (per no) : = RM 1.50

B) Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment):Allow sum Per day = RM 100.00

Total = RM 250.00

Productivity Per Day : 55 NoMachinery Cost Per No : RM 250.00 / 55 = RM 4.55

C) Workmen

I) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General Worker :2 x 1 Day @ RM 38.00 Per day = RM 76.00

iii) Flagman 2 x 1 Day @ RM 35.00 Per day = RM 70.00

RM 211.00

Productivity Per Day : 55 NoWorkmen Cost Per No : RM 211.00 / 55 = RM 3.84

Row cost Per No = RM 26.08

ADD: P& O : 15% = RM 3.91

= RM 29.99

Take RM 30.00

Material

Rate Per NO.

Page 26: Build Up Rate - Infrastructure Work

Road Stud

ROAD FURNITURE MAINTENANCE OF STUDSInstallation of New Studs Item f,page 31Supply and lay new single -side Road in accordance to specification.

A)

I) Road stud (Supply price / No) : = RM 16.20

ii) Epoxy in-fill (per no) : = RM 1.50

B) Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment):Allow sum Per day = RM 100.00

Total = RM 250.00

Productivity Per Day : 42 NoMachinery Cost Per No : RM 250.00 / 42 = RM 5.91

C) Workmen

I) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) Semi-skiller worker :1 x 1 Day @ RM 40.00 Per day = RM 40.00

iii) General Worker :3 x 1 Day @ RM 38.00 Per day = RM 114.00

iv)Flagman 2 x 1 Day @ RM 35.00 Per day = RM 70.00

RM 289.00

Productivity Per Day : 42 NoWorkmen Cost Per No : RM 289.00 / 42 = RM 6.83

Row cost Per No = RM 30.44

ADD: P& O : 15% = RM 4.57

Rate Per NO. = RM 35.01

Take RM 35.00

Material

Page 27: Build Up Rate - Infrastructure Work

Road Stud

ROAD FURNITURE MAINTENANCE OF STUDSInstallation of New Studs Item g,page 31Supply and lay new double-side Road stud in accordance to specification.

A)

I) Prismo II Road stud (Supply price / No) : = RM 21.40

ii) Epoxy in-fill (per no) : = RM 1.50

B) Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment):Allow sum Per day = RM 100.00

Total = RM 250.00

Productivity Per Day : 35 NoMachinery Cost Per No : RM 250.00 / 35 = RM 7.12

C) Workmen

I) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) Semi-skiller worker :1 x 1 Day @ RM 40.00 Per day = RM 40.00

iii) General Worker :3 x 1 Day @ RM 38.00 Per day = RM 114.00

iv)Flagman 2 x 1 Day @ RM 35.00 Per day = RM 70.00

RM 289.00

Productivity Per Day : 35 NoWorkmen Cost Per No : RM 289.00 / 35 = RM 8.23

Row cost Per No = RM 38.26

ADD: P& O : 15% = RM 5.74

Rate Per NO. = RM 43.99

Take RM 44.00

Material

Page 28: Build Up Rate - Infrastructure Work

Road Marking

ROAD FURNITURESMAINTENANCE OF ROAD MARKINGSRepainting of Existing Marking Item a,page 32Prepare and apply white or yellow temporary roadline paint for pavement markings for 150mm wide single continous edge line marking

A)

I) Roadline paint (white/yellow) - Cost @ Per Drum (20 litres) = RM 300.00a) Approx. Coverage / Drum : 200 M2b) Cost (per M2) RM 300.00 / 200 = RM 1.50

ii) ADD : Wastage : 10% = RM 0.15

iii Material cost (per M2) = RM 1.65

B)Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Setting equipments and Tools (1 set) :1 x 1 Day @ RM 120.00 Per day = RM 120.00

ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment):Allow sum Per day = RM 100.00

Total = RM 370.00

Productivity Per Day : 124 M2Machinery Cost Per M2 : RM 370.00 / 124 = RM 2.98

C)Workmen

I) Semi-killed worker (for setting)1 x 1 Day @ RM 40.00 Per day = RM 40.00

ii) General Worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

iii Flagman 2 x 1 Day @ RM 35.00 Per day = RM 70.00

RM 262.00

Productivity Per Day : 124 M2Workmen Cost Per M2 : RM 262.00 / 124 = RM 2.11

Row cost Per M2 = RM 6.75

ADD: P& O : 15% = RM 1.01

Rate Per M2. = RM 7.76

Take RM 7.75

Material

Page 29: Build Up Rate - Infrastructure Work

Road Marking

ROAD FURNITURESMAINTENANCE OF ROAD MARKINGSRepainting of Existing Marking Item b,page 32Prepare and apply white temporary roadline paint for pavement markings for 150mm wide single continous center line and lane markings

A)

I) Roadline paint (white/yellow) - Cost @ Per Drum (20 litres) = RM 300.00a) Approx. Coverage / Drum : 200 M2b) Cost (per M2) RM 300.00 / 200 = RM 1.50

ii) ADD : Wastage : 10% = RM 0.15

iii Material cost (per M2) = RM 1.65

B)Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Setting equipments and Tools (1 set) :1 x 1 Day @ RM 120.00 Per day = RM 120.00

ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment):Allow sum Per day = RM 100.00

Total = RM 370.00

Productivity Per Day : 124 M2Machinery Cost Per M2 : RM 370.00 / 124 = RM 2.98

C)Workmen

I) Semi-killed worker (for setting)1 x 1 Day @ RM 40.00 Per day = RM 40.00

ii) General Worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

iii Flagman 2 x 1 Day @ RM 35.00 Per day = RM 70.00

RM 262.00

Productivity Per Day : 124 M2Workmen Cost Per M2 : RM 262.00 / 124 = RM 2.11

Row cost Per M2 = RM 6.75

ADD: P& O : 15% = RM 1.01

Rate Per M2. = RM 7.76

Take RM 7.75

Material

Page 30: Build Up Rate - Infrastructure Work

Road Marking

ROAD FURNITURESMAINTENANCE OF ROAD MARKINGSRepainting of Existing Marking Item c,page 32Prepare and apply white temporary roadline paint for pavement markings for 100mm wide intermittent center line and lane marking

A)

I) Roadline paint (white/yellow) - Cost @ Per Drum (20 litres) = RM 300.00a) Approx. Coverage / Drum : 200 M2b) Cost (per M2) RM 300.00 / 200 = RM 1.50

ii) ADD : Wastage : 10% = RM 0.15

iii Material cost (per M2) = RM 1.65

B)Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Setting equipments and Tools (1 set) :1 x 1 Day @ RM 120.00 Per day = RM 120.00

ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment):Allow sum Per day = RM 100.00

Total = RM 370.00

Productivity Per Day : 124 M2Machinery Cost Per M2 : RM 370.00 / 124 = RM 2.98

C)Workmen

I) Semi-killed worker (for setting)1 x 1 Day @ RM 40.00 Per day = RM 40.00

ii) General Worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

iii Flagman 2 x 1 Day @ RM 35.00 Per day = RM 70.00

RM 262.00

Productivity Per Day : 124 M2Workmen Cost Per M2 : RM 262.00 / 124 = RM 2.11

Row cost Per M2 = RM 6.75

ADD: P& O : 15% = RM 1.01

Rate Per M2. = RM 7.76

Take RM 7.75

Material

Page 31: Build Up Rate - Infrastructure Work

Road Marking

ROAD FURNITURESMAINTENANCE OF ROAD MARKINGSRepainting of Existing Marking Item d,page 32Prepare and apply white temporary roadline paint for pavement markings for 150mm wide yellow edge marking

A)

I) Roadline paint (white/yellow) - Cost @ Per Drum (20 litres) = RM 300.00a) Approx. Coverage / Drum : 200 M2b) Cost (per M2) RM 300.00 / 200 = RM 1.50

ii) ADD : Wastage : 10% = RM 0.15

iii Material cost (per M2) = RM 1.65

B)Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Setting equipments and Tools (1 set) :1 x 1 Day @ RM 120.00 Per day = RM 120.00

ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment):Allow sum Per day = RM 100.00

Total = RM 370.00

Productivity Per Day : 124 M2Machinery Cost Per M2 : RM 370.00 / 124 = RM 2.98

C)Workmen

I) Semi-killed worker (for setting)1 x 1 Day @ RM 40.00 Per day = RM 40.00

ii) General Worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

iii Flagman 2 x 1 Day @ RM 35.00 Per day = RM 70.00

RM 262.00

Productivity Per Day : 124 M2Workmen Cost Per M2 : RM 262.00 / 124 = RM 2.11

Row cost Per M2 = RM 6.75

ADD: P& O : 15% = RM 1.01

Rate Per M2. = RM 7.76

Take RM 7.75

Material

Page 32: Build Up Rate - Infrastructure Work

Road Marking

ROAD FURNITURESMAINTENANCE OF ROAD MARKINGSRepainting of Existing Marking Item e,page 32Prepare and apply white temporary roadline paint for pavement markings 200mm wideintermitent give-way line wide with 300mm length each and at 200mm gap

A)

I) Roadline paint (white/yellow) - Cost @ Per Drum (20 litres) = RM 300.00a) Approx. Coverage / Drum : 200 M2b) Cost (per M2) RM 300.00 / 200 = RM 1.50

ii) ADD : Wastage : 10% = RM 0.15

iii Material cost (per M2) = RM 1.65

B)Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Setting equipments and Tools (1 set) :1 x 1 Day @ RM 120.00 Per day = RM 120.00

ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment):Allow sum Per day = RM 100.00

Total = RM 370.00

Productivity Per Day : 124 M2Machinery Cost Per M2 : RM 370.00 / 124 = RM 2.98

C)Workmen

I) Semi-killed worker (for setting)1 x 1 Day @ RM 40.00 Per day = RM 40.00

ii) General Worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

iii Flagman 2 x 1 Day @ RM 35.00 Per day = RM 70.00

RM 262.00

Productivity Per Day : 124 M2Workmen Cost Per M2 : RM 262.00 / 124 = RM 2.11

Row cost Per M2 = RM 6.75

ADD: P& O : 15% = RM 1.01

Rate Per M2. = RM 7.76

Take RM 7.75

Material

Page 33: Build Up Rate - Infrastructure Work

Road Marking

ROAD FURNITURESMAINTENANCE OF ROAD MARKINGSRepainting of Existing Marking Item f, page32 Prepare and apply white temporary roadline paint for pavement markings for 300mm wide continous stop line marking

A)

I) Roadline paint (white/yellow) - Cost @ Per Drum (20 litres) = RM 300.00a) Approx. Coverage / Drum : 200 M2b) Cost (per M2) RM 300.00 / 200 = RM 1.50

ii) ADD : Wastage : 10% = RM 0.15

iii Material cost (per M2) = RM 1.65

B)Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Setting equipments and Tools (1 set) :1 x 1 Day @ RM 120.00 Per day = RM 120.00

ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment):Allow sum Per day = RM 100.00

Total = RM 370.00

Productivity Per Day : 124 M2Machinery Cost Per M2 : RM 370.00 / 124 = RM 2.98

C)Workmen

I) Semi-killed worker (for setting)1 x 1 Day @ RM 40.00 Per day = RM 40.00

ii) General Worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

iii Flagman 2 x 1 Day @ RM 35.00 Per day = RM 70.00

RM 262.00

Productivity Per Day : 124 M2Workmen Cost Per M2 : RM 262.00 / 124 = RM 2.11

Row cost Per M2 = RM 6.75

ADD: P& O : 15% = RM 1.01

Rate Per M2. = RM 7.76

Take RM 7.75

Material

Page 34: Build Up Rate - Infrastructure Work

Road Marking

ROAD FURNITURESMAINTENANCE OF ROAD MARKINGSRepainting of Existing Marking Item g, page32 Prepare and apply white temporary roadline paint for pavement markings for 300mm wide chevron hatching for merging / diverging traffic and cross hatching

A)

I) Roadline paint (white/yellow) - Cost @ Per Drum (20 litres) = RM 300.00a) Approx. Coverage / Drum : 200 M2b) Cost (per M2) RM 300.00 / 200 = RM 1.50

ii) ADD : Wastage : 10% = RM 0.15

iii Material cost (per M2) = RM 1.65

B)Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Setting equipments and Tools (1 set) :1 x 1 Day @ RM 120.00 Per day = RM 120.00

ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment):Allow sum Per day = RM 100.00

Total = RM 370.00

Productivity Per Day : 124 M2Machinery Cost Per M2 : RM 370.00 / 124 = RM 2.98

C)Workmen

I) Semi-killed worker (for setting)1 x 1 Day @ RM 40.00 Per day = RM 40.00

ii) General Worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

iii Flagman 2 x 1 Day @ RM 35.00 Per day = RM 70.00

RM 262.00

Productivity Per Day : 124 M2Workmen Cost Per M2 : RM 262.00 / 124 = RM 2.11

Row cost Per M2 = RM 6.75

ADD: P& O : 15% = RM 1.01

Rate Per M2. = RM 7.76

Take RM 7.75

Material

Page 35: Build Up Rate - Infrastructure Work

Road Marking

ROAD FURNITURES MAINTENANCE OF ROAD MARKINGSRepainting of Existing Marking Item h, page32 Prepare and apply white temporary roadline paint for pavement markings for "AWAS" and other pavement lattering marking

A)

I) Roadline paint (white) - Cost @ Per Drum (20 litres) = RM 300.00a) Approx. Coverage / Drum : 200 M2b) Cost (per M2) RM 300.00 / 200 = RM 1.50

ii) ADD : Wastage : 10% = RM 0.15

iii Material cost (per M2) = RM 1.65

B)Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Setting equipments and Tools (1 set) :1 x 1 Day @ RM 120.00 Per day = RM 120.00

ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment):Allow sum Per day = RM 100.00

Total = RM 370.00

Productivity Per Day : 83 M2Machinery Cost Per M2 : RM 370.00 / 83 = RM 4.46

C)Workmen

I) Semi-killed worker (for setting)1 x 1 Day @ RM 40.00 Per day = RM 40.00

ii) General Worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

iii Flagman 2 x 1 Day @ RM 35.00 Per day = RM 70.00

RM 262.00

Productivity Per Day : 83 M2Workmen Cost Per M2 : RM 262.00 / 83 = RM 3.16

Row cost Per M2 = RM 9.26

ADD: P& O : 15% = RM 1.39

Rate Per M2. = RM 10.65

Take RM 10.65

Material

Page 36: Build Up Rate - Infrastructure Work

Road Marking

ROAD FURNITURESMAINTENANCE OF ROAD MARKINGSRepainting of Existing Marking Item i, page32 Prepare and apply white temporary roadline paint for pavement markings for pavement directional arrow marking

A)

I) Roadline paint (white) - Cost @ Per Drum (20 litres) = RM 300.00a) Approx. Coverage / Drum : 200 M2b) Cost (per M2) RM 300.00 / 200 = RM 1.50

ii) ADD : Wastage : 10% = RM 0.15

iii Material cost (per M2) = RM 1.65

B)Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Setting equipments and Tools (1 set) :1 x 1 Day @ RM 120.00 Per day = RM 120.00

ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment):Allow sum Per day = RM 100.00

Total = RM 370.00

Productivity Per Day : 83 M2Machinery Cost Per M2 : RM 370.00 / 83 = RM 4.46

C)Workmen

I) Semi-killed worker (for setting)1 x 1 Day @ RM 40.00 Per day = RM 40.00

ii) General Worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

iii Flagman 2 x 1 Day @ RM 35.00 Per day = RM 70.00

RM 262.00

Productivity Per Day : 83 M2Workmen Cost Per M2 : RM 262.00 / 83 = RM 3.16

Row cost Per M2 = RM 9.26

ADD: P& O : 15% = RM 1.39

Rate Per M2. = RM 10.65

Take RM 10.65

Material

Page 37: Build Up Rate - Infrastructure Work

Road Marking

ROAD FURNITURES MAINTENANCE OF ROAD MARKINGSRepainting of Existing Marking Item j, page32 Prepare and apply black temporary roadline paint to erase and correct including necessary adjustment of existing pavement markings

A)

I) Roadline paint (black) - Cost @ Per Drum (20 litres) = RM 300.00a) Approx. Coverage / Drum : 200 M2b) Cost (per M2) RM 300.00 / 200 = RM 1.50

ii) ADD : Wastage : 10% = RM 0.15

iii Material cost (per M2) = RM 1.65

B)Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Setting equipments and Tools (1 set) :1 x 1 Day @ RM 120.00 Per day = RM 120.00

ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment):Allow sum Per day = RM 100.00

Total = RM 370.00

Productivity Per Day : 102 M2Machinery Cost Per M2 : RM 370.00 / 102 = RM 3.63

C)Workmen

I) Semi-killed worker (for setting)1 x 1 Day @ RM 40.00 Per day = RM 40.00

ii) General Worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

iii Flagman 2 x 1 Day @ RM 35.00 Per day = RM 70.00

RM 262.00

Productivity Per Day : 102 M2Workmen Cost Per M2 : RM 262.00 / 102 = RM 2.57

Row cost Per M2 = RM 7.85

ADD: P& O : 15% = RM 1.18

Rate Per M2. = RM 9.02

Take RM 9.00

Material

Page 38: Build Up Rate - Infrastructure Work

Road Marking

ROAD FURNITURESMAINTENANCE OF ROAD MARKINGSPainting of New Markings Item a,page 33Prepare and apply 3.0 mm thick white or yellow reflective thermoplastic pavement markings or sizes100mm to 150mm wide single continuos edge line marking

A)

I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00a) Approx. Coverage / MT 308 M2b) Cost (per M2) RM 2,200.00 / 308 = RM 7.14

ii) Glass bead - Cost @ Per Mt RM 2,600.00a) Approx. Coverage / Mt : 1,250 M2b) Cost (per M2) RM 2,600.00 / 1250 = RM 2.08

= RM 9.22 ii) ADD : Wastage : 10% 0.92

iii Material cost (per M2) = RM 10.15

B)Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Pick-up truck (1T) for carrying Boiler:1 x 1 Day @ RM 130.00 Per day = RM 130.00

iii Boiler and heater :1 x 1 Day @ RM 120.00 Per day = RM 120.00

iv Screeding machine :1 x 1 Day @ RM 100.00 Per day = RM 100.00

v) Setting equipment and Tools (1 set)1 x 1 Day @ RM 120.00 Per day = RM 120.00

Total = RM 620.00

Productivity Per Day : 160 M2Machinery Cost Per M2 : RM 620.00 / 160 = RM 3.88

C)Workmen

I) Semi-killed worker (for setting)1 x 1 Day @ RM 40.00 Per day = RM 40.00

ii) General Worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

iii Flagman 2 x 1 Day @ RM 35.00 Per day = RM 70.00

RM 262.00

Productivity Per Day : 160 M2Workmen Cost Per M2 : RM 262.00 / 160 = RM 1.64

Row cost Per M2 = RM 15.66

ADD: P& O : 15% = RM 2.35

Rate Per M2. = RM 18.01

Take RM 18.00

Material

Page 39: Build Up Rate - Infrastructure Work

Road Marking

ROAD FURNITURES MAINTENANCE OF ROAD MARKINGSPainting of New Markings Item b,page 33Prepare and apply 3.0 mm thick white or yellow reflective thermoplastic pavement markings of 150mm width single continuos center line and lane marking

A)

I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00a) Approx. Coverage / MT 308 M2b) Cost (per M2) RM 2,200.00 / 308 = RM 7.14

ii) Glass bead - Cost @ Per Mt RM 2,600.00a) Approx. Coverage / Mt : 1,250 M2b) Cost (per M2) RM 2,600.00 / 1250 = RM 2.08

= RM 9.22 ii) ADD : Wastage : 10% 0.92

iii Material cost (per M2) = RM 10.15

B)Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Pick-up truck (1T) for carrying Boiler:1 x 1 Day @ RM 130.00 Per day = RM 130.00

iii Boiler and heater :1 x 1 Day @ RM 120.00 Per day = RM 120.00

iv Screeding machine :1 x 1 Day @ RM 100.00 Per day = RM 100.00

v) Setting equipment and Tools (1 set)1 x 1 Day @ RM 120.00 Per day = RM 120.00

Total = RM 620.00

Productivity Per Day : 160 M2Machinery Cost Per M2 : RM 620.00 / 160 = RM 3.88

C)Workmen

I) Semi-killed worker (for setting)1 x 1 Day @ RM 40.00 Per day = RM 40.00

ii) General Worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

iii Flagman 2 x 1 Day @ RM 35.00 Per day = RM 70.00

RM 262.00

Productivity Per Day : 160 M2Workmen Cost Per M2 : RM 262.00 / 160 = RM 1.64

Row cost Per M2 = RM 15.66

ADD: P& O : 15% = RM 2.35

Rate Per M2. = RM 18.01

Take RM 18.00

Material

Page 40: Build Up Rate - Infrastructure Work

Road Marking

ROAD FURNITURES MAINTENANCE OF ROAD MARKINGSPainting of New Markings Item c,page 33Prepare and apply 3.0 mm thick white or yellow reflective thermoplastic pavement markings for intermittent center line and lane marking of 100mm wide

A)

I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00a) Approx. Coverage / MT 308 M2b) Cost (per M2) RM 2,200.00 / 308 = RM 7.14

ii) Glass bead - Cost @ Per Mt RM 2,600.00a) Approx. Coverage / Mt : 1,250 M2b) Cost (per M2) RM 2,600.00 / 1250 = RM 2.08

= RM 9.22 ii) ADD : Wastage : 10% 0.92

iii Material cost (per M2) = RM 10.15

B)Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Pick-up truck (1T) for carrying Boiler:1 x 1 Day @ RM 130.00 Per day = RM 130.00

iii Boiler and heater :1 x 1 Day @ RM 120.00 Per day = RM 120.00

iv Screeding machine :1 x 1 Day @ RM 100.00 Per day = RM 100.00

v) Setting equipment and Tools (1 set)1 x 1 Day @ RM 120.00 Per day = RM 120.00

Total = RM 620.00

Productivity Per Day : 160 M2Machinery Cost Per M2 : RM 620.00 / 160 = RM 3.88

C)Workmen

I) Semi-killed worker (for setting)1 x 1 Day @ RM 40.00 Per day = RM 40.00

ii) General Worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

iii Flagman 2 x 1 Day @ RM 35.00 Per day = RM 70.00

RM 262.00

Productivity Per Day : 160 M2Workmen Cost Per M2 : RM 262.00 / 160 = RM 1.64

Row cost Per M2 = RM 15.66

ADD: P& O : 15% = RM 2.35

Rate Per M2. = RM 18.01

Take RM 18.00

Material

Page 41: Build Up Rate - Infrastructure Work

Road Marking

ROAD FURNITURES MAINTENANCE OF ROAD MARKINGSPainting of New Markings Item d,page 33Prepare and apply 3.0 mm thick white or yellow reflective thermoplastic pavement marking for 150mm wide single continuos edge marking

A)

I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00a) Approx. Coverage / MT 308 M2b) Cost (per M2) RM 2,200.00 / 308 = RM 7.14

ii) Glass bead - Cost @ Per Mt RM 2,600.00a) Approx. Coverage / Mt : 1,250 M2b) Cost (per M2) RM 2,600.00 / 1250 = RM 2.08

= RM 9.22 ii) ADD : Wastage : 10% 0.92

iii Material cost (per M2) = RM 10.15

B)Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Pick-up truck (1T) for carrying Boiler:1 x 1 Day @ RM 130.00 Per day = RM 130.00

iii Boiler and heater :1 x 1 Day @ RM 120.00 Per day = RM 120.00

iv Screeding machine :1 x 1 Day @ RM 100.00 Per day = RM 100.00

v) Setting equipment and Tools (1 set)1 x 1 Day @ RM 120.00 Per day = RM 120.00

Total = RM 620.00

Productivity Per Day : 160 M2Machinery Cost Per M2 : RM 620.00 / 160 = RM 3.88

C)Workmen

I) Semi-killed worker (for setting)1 x 1 Day @ RM 40.00 Per day = RM 40.00

ii) General Worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

iii Flagman 2 x 1 Day @ RM 35.00 Per day = RM 70.00

RM 262.00

Productivity Per Day : 160 M2Workmen Cost Per M2 : RM 262.00 / 160 = RM 1.64

Row cost Per M2 = RM 15.66

ADD: P& O : 15% = RM 2.35

Rate Per M2. = RM 18.01

Take RM 18.00

Material

Page 42: Build Up Rate - Infrastructure Work

Road Marking

ROAD FURNITURES MAINTENANCE OF ROAD MARKINGSPainting of New Markings Item e, page33Prepare and apply 3.0 mm thick white or yellow reflective thermoplastic pavement markings for intermittent give-way line 200mm wide, with 300mm length each and 200mm gap

A)

I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00a) Approx. Coverage / MT 308 M2b) Cost (per M2) RM 2,200.00 / 308 = RM 7.14

ii) Glass bead - Cost @ Per Mt RM 2,600.00a) Approx. Coverage / Mt : 1,250 M2b) Cost (per M2) RM 2,600.00 / 1250 = RM 2.08

= RM 9.22 ii) ADD : Wastage : 10% 0.92

iii Material cost (per M2) = RM 10.15

B)Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Pick-up truck (1T) for carrying Boiler:1 x 1 Day @ RM 130.00 Per day = RM 130.00

iii Boiler and heater :1 x 1 Day @ RM 120.00 Per day = RM 120.00

iv Screeding machine :1 x 1 Day @ RM 100.00 Per day = RM 100.00

v) Setting equipment and Tools (1 set)1 x 1 Day @ RM 120.00 Per day = RM 120.00

Total = RM 620.00

Productivity Per Day : 160 M2Machinery Cost Per M2 : RM 620.00 / 160 = RM 3.88

C)Workmen

I) Semi-killed worker (for setting)1 x 1 Day @ RM 40.00 Per day = RM 40.00

ii) General Worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

iii Flagman 2 x 1 Day @ RM 35.00 Per day = RM 70.00

RM 262.00

Productivity Per Day : 160 M2Workmen Cost Per M2 : RM 262.00 / 160 = RM 1.64

Row cost Per M2 = RM 15.66

ADD: P& O : 15% = RM 2.35

Rate Per M2. = RM 18.01

Take RM 18.00

Material

Page 43: Build Up Rate - Infrastructure Work

Road Marking

ROAD FURNITURES MAINTENANCE OF ROAD MARKINGSPainting of New Markings Item f, page 33Prepare and apply 3.0 mm thick white or yellow reflective thermoplastic pavement markings for continuos stop line of 300mm wide

A)

I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00a) Approx. Coverage / MT 308 M2b) Cost (per M2) RM 2,200.00 / 308 = RM 7.14

ii) Glass bead - Cost @ Per Mt RM 2,600.00a) Approx. Coverage / Mt : 1,250 M2b) Cost (per M2) RM 2,600.00 / 1250 = RM 2.08

= RM 9.22 ii) ADD : Wastage : 10% 0.92

iii Material cost (per M2) = RM 10.15

B)Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Pick-up truck (1T) for carrying Boiler:1 x 1 Day @ RM 130.00 Per day = RM 130.00

iii Boiler and heater :1 x 1 Day @ RM 120.00 Per day = RM 120.00

iv Screeding machine :1 x 1 Day @ RM 100.00 Per day = RM 100.00

v) Setting equipment and Tools (1 set)1 x 1 Day @ RM 120.00 Per day = RM 120.00

Total = RM 620.00

Productivity Per Day : 160 M2Machinery Cost Per M2 : RM 620.00 / 160 = RM 3.88

C)Workmen

I) Semi-killed worker (for setting)1 x 1 Day @ RM 40.00 Per day = RM 40.00

ii) General Worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

iii Flagman 2 x 1 Day @ RM 35.00 Per day = RM 70.00

RM 262.00

Productivity Per Day : 160 M2Workmen Cost Per M2 : RM 262.00 / 160 = RM 1.64

Row cost Per M2 = RM 15.66

ADD: P& O : 15% = RM 2.35

Rate Per M2. = RM 18.01

Take RM 18.00

Material

Page 44: Build Up Rate - Infrastructure Work

Road Marking

ROAD FURNITURES MAINTENANCE OF ROAD MARKINGSPainting of New Markings Item g, page 33Prepare and apply 3.0 mm thick white or yellow reflective thermoplastic pavement markings for 300mm width chevron hatching for merging / diverging tracffic and cross hatching

A)

I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00a) Approx. Coverage / MT 308 M2b) Cost (per M2) RM 2,200.00 / 308 = RM 7.14

ii) Glass bead - Cost @ Per Mt RM 2,600.00a) Approx. Coverage / Mt : 1,250 M2b) Cost (per M2) RM 2,600.00 / 1250 = RM 2.08

= RM 9.22 ii) ADD : Wastage : 10% 0.92

iii Material cost (per M2) = RM 10.15

B)Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Pick-up truck (1T) for carrying Boiler:1 x 1 Day @ RM 130.00 Per day = RM 130.00

iii Boiler and heater :1 x 1 Day @ RM 120.00 Per day = RM 120.00

iv Screeding machine :1 x 1 Day @ RM 100.00 Per day = RM 100.00

v) Setting equipment and Tools (1 set)1 x 1 Day @ RM 120.00 Per day = RM 120.00

Total = RM 620.00

Productivity Per Day : 122 M2Machinery Cost Per M2 : RM 620.00 / 122 = RM 5.10

C)Workmen

I) Semi-killed worker (for setting)1 x 1 Day @ RM 40.00 Per day = RM 40.00

ii) General Worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

iii Flagman 2 x 1 Day @ RM 35.00 Per day = RM 70.00

RM 262.00

Productivity Per Day : 122 M2Workmen Cost Per M2 : RM 262.00 / 122 = RM 2.16

Row cost Per M2 = RM 17.40

ADD: P& O : 15% = RM 2.61

Rate Per M2. = RM 20.02

Take RM 20.00

Material

Page 45: Build Up Rate - Infrastructure Work

Road Marking

ROAD FURNITURES MAINTENANCE OF ROAD MARKINGSPainting of New Markings Item h, page 33Prepare and apply Transverse yellow reflective thermoplastic of 5.0 mm thick 600mm

A)

I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00a) Approx. Coverage / MT 200 M2b) Cost (per M2) RM 2,200.00 / 200 = RM 11.00

ii) Glass bead - Cost @ Per Mt RM 2,600.00a) Approx. Coverage / Mt : 1,250 M2b) Cost (per M2) RM 2,600.00 / 1,250 = RM 2.08

= RM 13.08 ii) ADD : Wastage : 10% 1.31

iii Material cost (per M2) = RM 14.39

B)Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Pick-up truck (1T) for carrying Boiler:1 x 1 Day @ RM 130.00 Per day = RM 130.00

iii Boiler and heater :1 x 1 Day @ RM 120.00 Per day = RM 120.00

iv Screeding machine :1 x 1 Day @ RM 100.00 Per day = RM 100.00

v) Setting equipment and Tools (1 set)1 x 1 Day @ RM 120.00 Per day = RM 120.00

Total = RM 620.00

Productivity Per Day : 120 M2Machinery Cost Per M2 : RM 620.00 / 120 = RM 5.17

C)Workmen

I) Semi-killed worker (for setting)1 x 1 Day @ RM 40.00 Per day = RM 40.00

ii) General Worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

iii Flagman 2 x 1 Day @ RM 35.00 Per day = RM 70.00

RM 262.00

Productivity Per Day : 120 M2Workmen Cost Per M2 : RM 262.00 / 120 = RM 2.18

Row cost Per M2 = RM 21.74

ADD: P& O : 15% = RM 3.26

Rate Per M2. = RM 25.00

Take RM 25.00

Material

Page 46: Build Up Rate - Infrastructure Work

Road Marking

ROAD FURNITURES MAINTENANCE OF ROAD MARKINGSPainting of New Markings Item i, page 33Prepare and apply Transverse yellow reflective thermoplastic of 5.0 mm thick and 500mm wide

A)

I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00a) Approx. Coverage / MT 200 M2b) Cost (per M2) RM 2,200.00 / 200 = RM 11.00

ii) Glass bead - Cost @ Per Mt RM 2,600.00a) Approx. Coverage / Mt : 1,250 M2b) Cost (per M2) RM 2,600.00 / 1,250 = RM 2.08

= RM 13.08 ii) ADD : Wastage : 10% 1.31

iii Material cost (per M2) = RM 14.39

B)Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Pick-up truck (1T) for carrying Boiler:1 x 1 Day @ RM 130.00 Per day = RM 130.00

iii Boiler and heater :1 x 1 Day @ RM 120.00 Per day = RM 120.00

iv Screeding machine :1 x 1 Day @ RM 100.00 Per day = RM 100.00

v) Setting equipment and Tools (1 set)1 x 1 Day @ RM 120.00 Per day = RM 120.00

Total = RM 620.00

Productivity Per Day : 120 M2Machinery Cost Per M2 : RM 620.00 / 120 = RM 5.17

C)Workmen

I) Semi-killed worker (for setting)1 x 1 Day @ RM 40.00 Per day = RM 40.00

ii) General Worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

iii Flagman 2 x 1 Day @ RM 35.00 Per day = RM 70.00

Total RM 262.00

Productivity Per Day : 120 M2Workmen Cost Per M2 : RM 262.00 / 120 = RM 2.18

Row cost Per M2 = RM 21.74

ADD: P& O : 15% = RM 3.26

Rate Per M2. = RM 25.00

Take RM 25.00

Material

Page 47: Build Up Rate - Infrastructure Work

Road Marking

ROAD FURNITURES MAINTENANCE OF ROAD MARKINGSPainting of New Markings Item j,page 33Prepare and apply 3.0 mm thick white or yellow reflective thermoplastic pavement markings of "AWAS" or other lattering on pavement marking

A)

I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00a) Approx. Coverage / MT 308 M2b) Cost (per M2) RM 2,200.00 / 308 = RM 7.14

ii) Glass bead - Cost @ Per Mt RM 2,600.00a) Approx. Coverage / Mt : 1,250 M2b) Cost (per M2) RM 2,600.00 / 1250 = RM 2.08

= RM 9.22 ii) ADD : Wastage : 10% 0.92

iii Material cost (per M2) = RM 10.15

B)Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Pick-up truck (1T) for carrying Boiler:1 x 1 Day @ RM 130.00 Per day = RM 130.00

iii Boiler and heater :1 x 1 Day @ RM 120.00 Per day = RM 120.00

iv Screeding machine :1 x 1 Day @ RM 100.00 Per day = RM 100.00

v) Setting equipment and Tools (1 set)1 x 1 Day @ RM 120.00 Per day = RM 120.00

Total = RM 620.00

Productivity Per Day : 160 M2Machinery Cost Per M2 : RM 620.00 / 160 = RM 3.88

C)Workmen

I) Semi-killed worker (for setting)1 x 1 Day @ RM 40.00 Per day = RM 40.00

ii) General Worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

iii Flagman 2 x 1 Day @ RM 35.00 Per day = RM 70.00

RM 262.00

Productivity Per Day : 160 M2Workmen Cost Per M2 : RM 262.00 / 160 = RM 1.64

Row cost Per M2 = RM 15.66

ADD: P& O : 15% = RM 2.35

Rate Per M2. = RM 18.01

Take RM 18.00

Material

Page 48: Build Up Rate - Infrastructure Work

Road Marking

ROAD FURNITURES MAINTENANCE OF ROAD MARKINGSPainting of New Markings Item k, page 33Prepare and apply 3.0 mm thick white or yellow reflective thermoplastic pavement markings of pavement direction arrow

A)

I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00a) Approx. Coverage / MT 308 M2b) Cost (per M2) RM 2,200.00 / 308 = RM 7.14

ii) Glass bead - Cost @ Per Mt RM 2,600.00a) Approx. Coverage / Mt : 1,250 M2b) Cost (per M2) RM 2,600.00 / 1250 = RM 2.08

= RM 9.22 ii) ADD : Wastage : 10% 0.92

iii Material cost (per M2) = RM 10.15

B)Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Pick-up truck (1T) for carrying Boiler:1 x 1 Day @ RM 130.00 Per day = RM 130.00

iii Boiler and heater :1 x 1 Day @ RM 120.00 Per day = RM 120.00

iv Screeding machine :1 x 1 Day @ RM 100.00 Per day = RM 100.00

v) Setting equipment and Tools (1 set)1 x 1 Day @ RM 120.00 Per day = RM 120.00

Total = RM 620.00

Productivity Per Day : 160 M2Machinery Cost Per M2 : RM 620.00 / 160 = RM 3.88

C)Workmen

I) Semi-killed worker (for setting)1 x 1 Day @ RM 40.00 Per day = RM 40.00

ii) General Worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

iii Flagman 2 x 1 Day @ RM 35.00 Per day = RM 70.00

RM 262.00

Productivity Per Day : 160 M2Workmen Cost Per M2 : RM 262.00 / 160 = RM 1.64

Row cost Per M2 = RM 15.66

ADD: P& O : 15% = RM 2.35

Rate Per M2. = RM 18.01

Take RM 18.00

Material

Page 49: Build Up Rate - Infrastructure Work

Road Marking

ROAD FURNITURES MAINTENANCE OF ROAD MARKINGSPainting of New Markings Item I,page 33Prepare, supply and apply Tranverse raised rib thermoplastic on pavement of intermittent center line100mm wide and 3.0mm thick

A)

I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00a) Approx. Coverage / MT 308 M2b) Cost (per M2) RM 2,200.00 / 308 = RM 7.14

ii) Glass bead - Cost @ Per Mt RM 2,600.00a) Approx. Coverage / Mt : 1,250 M2b) Cost (per M2) RM 2,600.00 / 1250 = RM 2.08

= RM 9.22 ii) ADD : Wastage : 10% 0.92

iii Material cost (per M2) = RM 10.15

B)Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Pick-up truck (1T) for carrying Boiler:1 x 1 Day @ RM 130.00 Per day = RM 130.00

iii Boiler and heater :1 x 1 Day @ RM 120.00 Per day = RM 120.00

iv Screeding machine :1 x 1 Day @ RM 100.00 Per day = RM 100.00

v) Setting equipment and Tools (1 set)1 x 1 Day @ RM 120.00 Per day = RM 120.00

Total = RM 620.00

Productivity Per Day : 43 M2Machinery Cost Per M2 : RM 620.00 / 43 = RM 14.27

C)Workmen

I) Semi-killed worker (for setting)1 x 1 Day @ RM 40.00 Per day = RM 40.00

ii) General Worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

iii Flagman 2 x 1 Day @ RM 35.00 Per day = RM 70.00

RM 262.00

Productivity Per Day : 43 M2Workmen Cost Per M2 : RM 262.00 / 43 = RM 6.03

Row cost Per M2 = RM 30.44

ADD: P& O : 15% = RM 4.57

Rate Per M2. = RM 35.01

Take RM 35.00

Material

Page 50: Build Up Rate - Infrastructure Work

Road Marking

ROAD FURNITURES MAINTENANCE OF ROAD MARKINGSPainting of New Markings Item n, page 33Prepare, supply and apply Tranverse raised rib thermoplastic on pavement of continuos edge line 150mm and 3.0mm thick

A)

I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00a) Approx. Coverage / MT 308 M2b) Cost (per M2) RM 2,200.00 / 308 = RM 7.14

ii) Glass bead - Cost @ Per Mt RM 2,600.00a) Approx. Coverage / Mt : 1,250 M2b) Cost (per M2) RM 2,600.00 / 1250 = RM 2.08

= RM 9.22 ii) ADD : Wastage : 10% 0.92

iii Material cost (per M2) = RM 10.15

B)Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Pick-up truck (1T) for carrying Boiler:1 x 1 Day @ RM 130.00 Per day = RM 130.00

iii Boiler and heater :1 x 1 Day @ RM 120.00 Per day = RM 120.00

iv Screeding machine :1 x 1 Day @ RM 100.00 Per day = RM 100.00

v) Setting equipment and Tools (1 set)1 x 1 Day @ RM 120.00 Per day = RM 120.00

Total = RM 620.00

Productivity Per Day : 43 M2Machinery Cost Per M2 : RM 620.00 / 43 = RM 14.27

C)Workmen

I) Semi-killed worker (for setting)1 x 1 Day @ RM 40.00 Per day = RM 40.00

ii) General Worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

iii Flagman 2 x 1 Day @ RM 35.00 Per day = RM 70.00

RM 262.00

Productivity Per Day : 43 M2Workmen Cost Per M2 : RM 262.00 / 43 = RM 6.03

Row cost Per M2 = RM 30.44

ADD: P& O : 15% = RM 4.57

Rate Per M2. = RM 35.01

Take RM 35.00

Material

Page 51: Build Up Rate - Infrastructure Work

Road Marking

ROAD FURNITURES MAINTENANCE OF ROAD MARKINGSPainting of New Markings Item o, page 33Prepare, supply and apply Tranverse raised rib thermoplastic on pavement of double line100mm wide and 3.0mm thick

A)

I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00a) Approx. Coverage / MT 308 M2b) Cost (per M2) RM 2,200.00 / 308 = RM 7.14

ii) Glass bead - Cost @ Per Mt RM 2,600.00a) Approx. Coverage / Mt : 1,250 M2b) Cost (per M2) RM 2,600.00 / 1250 = RM 2.08

= RM 9.22 ii) ADD : Wastage : 10% 0.92

iii Material cost (per M2) = RM 10.15

B)Machinery.

I) Pick-up truck (3.0T) for carrying, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Pick-up truck (1T) for carrying Boiler:1 x 1 Day @ RM 130.00 Per day = RM 130.00

iii Boiler and heater :1 x 1 Day @ RM 120.00 Per day = RM 120.00

iv Screeding machine :1 x 1 Day @ RM 100.00 Per day = RM 100.00

v) Setting equipment and Tools (1 set)1 x 1 Day @ RM 120.00 Per day = RM 120.00

Total = RM 620.00

Productivity Per Day : 43 M2Machinery Cost Per M2 : RM 620.00 / 43 = RM 14.27

C)Workmen

I) Semi-killed worker (for setting)1 x 1 Day @ RM 40.00 Per day = RM 40.00

ii) General Worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

iii Flagman 2 x 1 Day @ RM 35.00 Per day = RM 70.00

RM 262.00

Productivity Per Day : 43 M2Workmen Cost Per M2 : RM 262.00 / 43 = RM 6.03

Row cost Per M2 = RM 30.44

ADD: P& O : 15% = RM 4.57

Rate Per M2. = RM 35.01

Take RM 35.00

Material

Page 52: Build Up Rate - Infrastructure Work

Road Kerbs

ROAD FURNITURESMAINTENANCE OF KERBSRealignment of Existing Kerbs Item a Page 34Excavate, dismantle and reinstall the existing concrete road kerb for straightening of misaligned kerbs

A) Material

i) Concrete blinding & haunching (per M) = RM 5.00

B) Workmen

i) General worker :6 x 1 Day @ RM 38.00 Per day = RM 228.00

ii) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & equipments) :Allow sum Per day = RM 100.00

Total RM 478.00

Productivity Per Day : 76 M MWorkmen Cost Per M : RM 478.00 / 76 = RM 6.32

Raw cost Per M = RM 11.32

ADD : P & O : 15% = RM 1.70

Rate Per M = RM 13.02

Take RM 13.00

Page 53: Build Up Rate - Infrastructure Work

Road Kerbs

ROAD FURNITURESMAINTENANCE OF KERBSRealignment of Existing Kerbs Item b(i) Page 34Excavate, remove, dismantle and replace the damaged or missing concrete road kerb with new concrete kerb Type I

A) Material

i) Kerb Type I (supply price / M) = RM 30.00

ii) Concrete blinding & haunching (per M) = RM 5.00

B) Workmen

i) General worker :6 x 1 Day @ RM 38.00 Per day = RM 228.00

ii) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) :Allow sum Per day = RM 100.00

Total RM 478.00

Productivity Per Day : 116 M Workmen Cost Per M : RM 478.00 / 116 = RM 4.12

Raw cost Per M = RM 39.12

ADD : P & O : 15% = RM 5.87

Rate Per M = RM 44.99

Take RM 45.00

Page 54: Build Up Rate - Infrastructure Work

Road Kerbs

ROAD FURNITURESMAINTENANCE OF KERBSRealignment of Existing Kerbs Item b(ii) Page 34Excavate, remove, dismantle and replace the damaged or missing concrete road kerb with new concrete kerb Type II

A) Material

i) Kerb Type II (supply price / M) = RM 27.00

ii) Concrete blinding & haunching (per M) = RM 5.00

B) Workmen

i) General worker :6 x 1 Day @ RM 38.00 Per day = RM 228.00

ii) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) :Allow sum Per day = RM 100.00

Total RM 478.00

Productivity Per Day : 320 M MWorkmen Cost Per M : RM 478.00 / 320 = RM 1.49

Raw cost Per M = RM 33.49

ADD : P & O : 15% = RM 5.02

Rate Per M = RM 38.52

Take RM 38.50

Page 55: Build Up Rate - Infrastructure Work

Road Kerbs

ROAD FURNITURESMAINTENANCE OF KERBSRealignment of Existing Kerbs Item b(iii) Page 34Excavate, remove, dismantle and replace the damaged or missing concrete road kerb with new concrete kerb Type III

A) Material

i) Kerb Type III (supply price / M) = RM 29.00

ii) Concrete blinding & haunching (per M) = RM 5.00

B) Workmen

i) General worker :6 x 1 Day @ RM 38.00 Per day = RM 228.00

ii) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) :Allow sum Per day = RM 100.00

Total RM 478.00

Productivity Per Day : 141 M Workmen Cost Per M : RM 478.00 / 141 = RM 3.39

Raw cost Per M = RM 37.39

ADD : P & O : 15% = RM 5.61

Rate Per M = RM 43.00

Take RM 43.00

Page 56: Build Up Rate - Infrastructure Work

Road Kerbs

ROAD FURNITURESMAINTENANCE OF KERBSRealignment of Existing Kerbs Item b(iv) Page 34Excavate, remove, dismantle and replace the damaged or missing concrete road kerb with new concrete kerb Type IV

A) Material

i) Kerb Type IV (supply price / M) = RM 23.00

ii) Concrete blinding & haunching (per M) = RM 5.00

B) Workmen

i) General worker :6 x 1 Day @ RM 38.00 Per day = RM 228.00

ii) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) :Allow sum Per day = RM 100.00

Total RM 478.00

Productivity Per Day : 128 M Workmen Cost Per M : RM 478.00 / 128 = RM 3.73

Raw cost Per M = RM 31.73

ADD : P & O : 15% = RM 4.76

Rate Per M = RM 36.49

Take RM 36.50

Page 57: Build Up Rate - Infrastructure Work

Road Kerbs

ROAD FURNITURESMAINTENANCE OF KERBSRealignment of Existing Kerbs Item b(v) Page 34Excavate, remove, dismantle and replace the damaged or missing concrete road kerb with newconcrete kerb Type V

A) Material

i) Kerb Type V (supply price / M) = RM 28.00

ii) Concrete blinding & haunching (per M) = RM 5.00

B) Workmen

i) General worker :6 x 1 Day @ RM 38.00 Per day = RM 228.00

ii) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) :Allow sum Per day = RM 100.00

Total RM 478.00

Productivity Per Day : 109 M Workmen Cost Per M : RM 478.00 / 109 = RM 4.39

Raw cost Per M = RM 37.39

ADD : P & O : 15% = RM 5.61

Rate Per M = RM 42.99

Take RM 43.00

Page 58: Build Up Rate - Infrastructure Work

Road Kerbs

ROAD FURNITURESMAINTENANCE OF KERBSInstallation of New Kerbs Item c(i) Page 34

A) Material

i) Kerb Type I (supply price / M) = RM 30.00

ii) Concrete blinding & haunching (per M) = RM 5.00

B) Workmen

i) General worker :6 x 1 Day @ RM 38.00 Per day = RM 228.00

ii) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) :Allow sum Per day = RM 100.00

Total RM 478.00

Productivity Per Day : 71 M Workmen Cost Per M : RM 478.00 / 71 = RM 6.75

Raw cost Per M = RM 41.75

ADD : P & O : 15% = RM 6.26

Rate Per M = RM 48.01

Take RM 48.00

Supply and install precast concrete road kerb of Type I including concrete bedding

Page 59: Build Up Rate - Infrastructure Work

Road Kerbs

ROAD FURNITURESMAINTENANCE OF KERBSInstallation of New Kerbs Item c(ii) Page 34

A) Material

i) Kerb Type II (supply price / M) = RM 27.00

ii) Concrete blinding & haunching (per M) = RM 5.00

B) Workmen

i) General worker :6 x 1 Day @ RM 38.00 Per day = RM 228.00

ii) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) :Allow sum Per day = RM 100.00

Total RM 478.00

Productivity Per Day : 105 M Workmen Cost Per M : RM 478.00 / 105 = RM 4.55

Raw cost Per M = RM 36.55

ADD : P & O : 15% = RM 5.48

Rate Per M = RM 42.04

Take RM 42.00

Supply and install precast concrete road kerb of Type II including concrete bedding

Page 60: Build Up Rate - Infrastructure Work

Road Kerbs

ROAD FURNITURESMAINTENANCE OF KERBSInstallation of New Kerbs Item c(iii) Page 34

A) Material

i) Kerb Type III (supply price / M) = RM 29.00

ii) Concrete blinding & haunching (per M) = RM 5.00

B) Workmen

i) General worker :6 x 1 Day @ RM 38.00 Per day = RM 228.00

ii) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) :Allow sum Per day = RM 100.00

Total RM 478.00

Productivity Per Day : 93 M Workmen Cost Per M : RM 478.00 / 93 = RM 5.14

Raw cost Per M = RM 39.14

ADD : P & O : 15% = RM 5.87

Rate Per M = RM 45.01

Take RM 45.00

Supply and install precast concrete road kerb of Type III including concrete bedding

Page 61: Build Up Rate - Infrastructure Work

Road Kerbs

ROAD FURNITURESMAINTENANCE OF KERBSInstallation of New Kerbs Item c(iv) Page 34

A) Material

i) Kerb Type IV (supply price / M) = RM 23.00

ii) Concrete blinding & haunching (per M) = RM 5.00

B) Workmen

i) General worker :6 x 1 Day @ RM 38.00 Per day = RM 228.00

ii) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) :Allow sum Per day = RM 100.00

Total RM 478.00

Productivity Per Day : 95 M Workmen Cost Per M : RM 478.00 / 95 = RM 5.06

Raw cost Per M = RM 33.06

ADD : P & O : 15% = RM 4.96

Rate Per M = RM 38.02

Take RM 38.00

Supply and install precast concrete road kerb of Type IV including concrete bedding

Page 62: Build Up Rate - Infrastructure Work

Road Kerbs

ROAD FURNITURESMAINTENANCE OF KERBSInstallation of New Kerbs Item c(v) Page 34

A) Material

i) Kerb Type V (supply price / M) = RM 28.00

ii) Concrete blinding & haunching (per M) = RM 5.00

B) Workmen

i) General worker :6 x 1 Day @ RM 38.00 Per day = RM 228.00

ii) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) :Allow sum Per day = RM 100.00

Total RM 478.00

Productivity Per Day : 99 M Workmen Cost Per M : RM 478.00 / 99 = RM 4.83

Raw cost Per M = RM 37.83

ADD : P & O : 15% = RM 5.67

Rate Per M = RM 43.50

Take RM 43.50

Supply and install precast concrete road kerb of Type V including concrete bedding

Page 63: Build Up Rate - Infrastructure Work

Road Kerbs

ROAD FURNITURESMAINTENANCE OF KERBSInstallation of New Kerbs Item c(vi) Page 34

A) Material

i) Kerb Type VI (supply price / M) = RM 20.00

ii) Concrete blinding & haunching (per M) = RM 5.00

B) Workmen

i) General worker :6 x 1 Day @ RM 38.00 Per day = RM 228.00

ii) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) :Allow sum Per day = RM 100.00

Total RM 478.00

Productivity Per Day : 105 M Workmen Cost Per M : RM 478.00 / 105 = RM 4.55

Raw cost Per M = RM 29.55

ADD : P & O : 15% = RM 4.43

Rate Per M = RM 33.99

Take RM 34.00

Supply and install precast concrete road kerb of Type VI including concrete bedding

Page 64: Build Up Rate - Infrastructure Work

Road Kerbs

ROAD FURNITURESMAINTENANCE OF KERBSInstallation of New Kerbs Item c(vii) Page 34

A) Material

i) Kerb Type VII (supply price / M) = RM 30.00

ii) Concrete blinding & haunching (per M) = RM 5.00

B) Workmen

i) General worker :6 x 1 Day @ RM 38.00 Per day = RM 228.00

ii) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) :Allow sum Per day = RM 100.00

Total RM 478.00

Productivity Per Day : 40 M Workmen Cost Per M : RM 478.00 / 40 = RM 11.95

Raw cost Per M = RM 46.95

ADD : P & O : 15% = RM 7.04

Rate Per M = RM 53.99

Take RM 52.00

Supply and install precast concrete road kerb of Type VII including concrete bedding

Page 65: Build Up Rate - Infrastructure Work

Road Kerbs

ROAD FURNITURESMAINTENANCE OF KERBSInstallation of New Kerbs Item c(viii) Page 34

A) Material

i) Kerb Type VIII (supply price / M) = RM 18.00

ii) Concrete blinding & haunching (per M) = RM 5.00

B) Workmen

i) General worker :6 x 1 Day @ RM 38.00 Per day = RM 228.00

ii) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) :Allow sum Per day = RM 100.00

Total RM 478.00

Productivity Per Day : 73 M MWorkmen Cost Per M : RM 478.00 / 73 = RM 6.59

Raw cost Per M = RM 29.59

ADD : P & O : 15% = RM 4.44

Rate Per M = RM 34.03

Take RM 34.00

Supply and install precast concrete road kerb of Type VIII including concrete bedding

Page 66: Build Up Rate - Infrastructure Work

Road Kerbs

ROAD FURNITURESMAINTENANCE OF KERBS Item d Page 34

Supply and apply one coat primer and two coats of approved weatherproof paint to existing concrete kerbs

A) Material

i) Roadline paint (White/Black) - Cost @ Per Can (5 litres) = RM 65.00 a) Approx. Coverage/Ca : 40 Mb) Cost (per M) : RM 65.00 / 40 = RM 1.63

ii) A : Wastage : 10% = RM 0.16

iii) Material cost (per M) = RM 1.79

B) Machinery

i) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Miscellaneous items (Temporary traffic signs, wire brush, scraper and burner)Allow sum Per day = RM 100.00

C) Workmen

i) Semi-skilled worker :1 x 1 Day @ RM 40.00 Per day = RM 40.00

ii) General worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

iii) Flagman :2 x 1 Day @ RM 35.00 Per day = RM 70.00

Total RM 512.00

Productivity Per Day : 149 M Workmen Cost Per M : RM 512.00 / 149 = RM 3.44

Raw cost Per M = RM 5.22

ADD : P & O : 15% = RM 0.78

Rate Per M = RM 6.01

Take RM 6.00

Page 67: Build Up Rate - Infrastructure Work

Road Kerbs

ROAD FURNITURESMAINTENANCE OF KERBSRepainting of Existing Kerbs Item e Page 34

A) Material

i) Roadline paint (White/Black) - Cost @ Per Can (5 litres) = RM 65.00 a) Approx. Coverage/Ca : 40 Mb) Cost (per M) : RM 65.00 / 40 = RM 1.63

ii) A : Wastage : 10% = RM 0.16

iii) Material cost (per M) = RM 1.79

B) Machinery

i) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Miscellaneous items (Temporary traffic signs, wire brush, scraper and burner)Allow sum Per day = RM 100.00

C) Workmen

i) Semi-skilled worker :1 x 1 Day @ RM 40.00 Per day = RM 40.00

ii) General worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

iii) Flagman :2 x 1 Day @ RM 35.00 Per day = RM 70.00

Total RM 512.00

Productivity Per Day : 132 M Workmen Cost Per M : RM 512.00 / 132 = RM 3.88

Raw cost Per M = RM 5.67

ADD : P & O : 15% = RM 0.85

Rate Per M = RM 6.52

Take RM 6.50

Scrape, brush, clean, prepare and apply one coat primer and two coats of approved weatherproof paint to existing concrete kerbs

Page 68: Build Up Rate - Infrastructure Work

Road Sign

ROAD FURNITURESMAINTENANCE OF SIGNSInstallation of New Sign Item a Page35

A) Material

i) M.S. post (supply price) : RM 12.00 / M: RM 12.00 x 4.00 M = RM 48.00

ii) Concrete footing :0.75 x 1.50 x 0.75 @ RM 216.5 = RM 182.69

iii) Excavation :0.75 x 1.50 x 0.75 @ RM 7.35 = RM 6.20

RM 236.89

iv) Cost (per M) : RM 236.89 / 4.00 M = RM 59.22

B) Machinery

i) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Miscellaneous items (Temporary traffic signs, oxy-cutter, crowbar, pickaxe and hammer) :Allow sum Per day = RM 100.00

RM 250.00

Productivity Per Day : 52 MMachinery Cost Per M : RM 250.00 / 52 = RM 4.81

C) Workmen

i) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

iii) Flagman :2 x 1 Day @ RM 35.00 Per day = RM 70.00

Total = RM 287.00

Productivity Per Day : 52 MWorkmen Cost Per M : RM 287.00 / 52 = RM 5.52

Raw cost Per M = RM 69.55

ADD : P & O : 15% = RM 10.43

Rate Per M = RM 79.98

Take RM 80.00

Supply, erect and install 76 mm external diameter mild steel post complete with mounting frames, clips, bolts and nuts, ledge angle, U-bolts, painting, concrete footing and excavation

Page 69: Build Up Rate - Infrastructure Work

Road Sign

ROAD FURNITURESMAINTENANCE OF SIGNSInstallation of New Sign Item b Page35

A) Material

i) M.S. post (supply price) : RM 14.00 / M: RM 14.00 x 5.00 M = RM 70.00

ii) Concrete footing :0.75 x 1.80 x 0.75 @ RM 216.5 = RM 219.23

iii) Excavation :0.75 x 1.80 x 0.75 @ RM 7.35 = RM 7.44

RM 296.67

iv) Cost (per M) : RM 296.67 / 5.00 M = RM 59.33

B) Machinery

i) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Miscellaneous items (Temporary traffic signs, oxy-cutter, crowbar, pickaxe and hammer) :Allow sum Per day = RM 100.00

RM 250.00

Productivity Per Day : 53 MMachinery Cost Per M : RM 250.00 / 53 = RM 4.76

C) Workmen

i) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

iii) Flagman :2 x 1 Day @ RM 35.00 Per day = RM 70.00

Total = RM 287.00

Productivity Per Day : 53 MWorkmen Cost Per M : RM 287.00 / 53 = RM 5.47

Raw cost Per M = RM 69.56

ADD : P & O : 15% = RM 10.43

Rate Per M = RM 80.00

Take RM 80.00

Supply, erect and install 89 mm external diameter mild steel post complete with mounting frames, clips, bolts and nuts, ledge angle, U-bolts, painting and concrete footing

Page 70: Build Up Rate - Infrastructure Work

Road Sign

ROAD FURNITURESMAINTENANCE OF SIGNSInstallation of New Sign Item c Page35

A) Material

i) M.S. post (supply price) : RM 16.00 / M: RM 16.00 x 5.00 M = RM 80.00

ii) Concrete footing :0.80 x 1.80 x 0.75 @ RM 216.5 = RM 233.84

iii) Excavation :0.80 x 1.80 x 0.75 @ RM 7.35 = RM 7.94

RM 321.78

iv) Cost (per M) : RM 321.78 / 5.00 M = RM 64.36

B) Machinery

i) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Miscellaneous items (Temporary traffic signs, oxy-cutter, crowbar, pickaxe and hammer) :Allow sum Per day = RM 100.00

RM 250.00

Productivity Per Day : 56 MMachinery Cost Per M : RM 250.00 / 56 = RM 4.44

C) Workmen

i) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

iii) Flagman :2 x 1 Day @ RM 35.00 Per day = RM 70.00

Total = RM 287.00

Productivity Per Day : 56 MWorkmen Cost Per M : RM 287.00 / 56 = RM 5.10

Raw cost Per M = RM 73.89

ADD : P & O : 15% = RM 11.08

Rate Per M = RM 84.98

Take RM 85.00

Supply, erect and install 114 mm external diameter mild steel post complete with mounting frames, clips, bolts and nuts, ledge angle, U-bolts, painting, and concrete footing

Page 71: Build Up Rate - Infrastructure Work

Road Sign

ROAD FURNITURESMAINTENANCE OF SIGNSInstallation of New Sign Item d Page35

A) Material

i) M.S. post (supply price) : RM 20.00 / M: RM 20.00 x 6.30 M = RM 126.00

ii) Concrete footing :0.80 x 2.00 x 0.75 @ RM 216.5 = RM 259.82

iii) Excavation :0.80 x 2.00 x 0.75 @ RM 7.35 = RM 8.82

RM 394.64

iv) Cost (per M) : RM 394.64 / 6.30 M = RM 62.64

B) Machinery

i) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Miscellaneous items (Temporary traffic signs, oxy-cutter, crowbar, pickaxe and hammer) :Allow sum Per day = RM 100.00

RM 250.00

Productivity Per Day : 48 MMachinery Cost Per M : RM 250.00 / 48 = RM 5.25

C) Workmen

i) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

iii) Flagman :2 x 1 Day @ RM 35.00 Per day = RM 70.00

Total = RM 287.00

Productivity Per Day : 48 MWorkmen Cost Per M : RM 287.00 / 48 = RM 6.03

Raw cost Per M = RM 73.92

ADD : P & O : 15% = RM 11.09

Rate Per M = RM 85.01

Take RM 85.00

Supply, erect and install 140 mm external diameter mild steel post complete with mounting frames, clips, bolts and nuts, ledge angle, U-bolts, painting and concrete footing

Page 72: Build Up Rate - Infrastructure Work

Road Sign

ROAD FURNITURESMAINTENANCE OF SIGNSInstallation of New Sign Item e Page35

A) Material

i) M.S. post (supply price) : RM 23.00 / M: RM 23.00 x 6.30 M = RM 144.90

ii) Concrete footing :0.80 x 2.00 x 0.75 @ RM 216.5 = RM 259.82

iii) Excavation :0.80 x 2.00 x 0.75 @ RM 7.35 = RM 8.82

RM 413.54

iv) Cost (per M) : RM 413.54 / 6.30 M = RM 65.64

B) Machinery

i) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Miscellaneous items (Temporary traffic signs, oxy-cutter, crowbar, pickaxe and hammer) :Allow sum Per day = RM 100.00

RM 250.00

Productivity Per Day : 43 MMachinery Cost Per M : RM 250.00 / 43 = RM 5.88

C) Workmen

i) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

iii) Flagman :2 x 1 Day @ RM 35.00 Per day = RM 70.00

Total = RM 287.00

Productivity Per Day : 43 MWorkmen Cost Per M : RM 287.00 / 43 = RM 6.75

Raw cost Per M = RM 78.28

ADD : P & O : 15% = RM 11.74

Rate Per M = RM 90.02

Take RM 90.00

Supply, erect and install 168 mm external diameter mild steel post complete with mounting frames, clips, bolts and nuts, ledge angle, U-bolts, painting and concrete footing

Page 73: Build Up Rate - Infrastructure Work

Road Sign

ROAD FURNITURESMAINTENANCE OF SIGNSInstallation of New Sign Item f Page35

A) Material

i) M.S. post (supply price) : RM 25.00 / M: RM 25.00 x 8.00 M = RM 200.00

ii) Concrete footing :0.90 x 2.00 x 0.90 @ RM 216.5 = RM 350.76

iii) Excavation :0.90 x 2.00 x 0.90 @ RM 7.35 = RM 11.91

RM 562.67

iv) Cost (per M) : RM 562.67 / 8.00 M = RM 70.33

B) Machinery

i) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Miscellaneous items (Temporary traffic signs, oxy-cutter, crowbar, pickaxe and hammer) :Allow sum Per day = RM 100.00

RM 250.00

Productivity Per Day : 44 MMachinery Cost Per M : RM 250.00 / 44 = RM 5.72

C) Workmen

i) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General worker :4 x 1 Day @ RM 38.00 Per day = RM 152.00

iii) General worker :2 x 1 Day @ RM 35.00 Per day = RM 70.00

Total = RM 287.00

Productivity Per Day : 44 MWorkmen Cost Per M : RM 287.00 / 44 = RM 6.57

Raw cost Per M = RM 82.62

ADD : P & O : 15% = RM 12.39

Rate Per M = RM 95.02

Take RM 95.00

Supply, erect and install 194 mm external diameter mild steel post complete with mounting frames, clips, bolts and nuts, ledge angle, U-bolts, painting and concrete footing

Page 74: Build Up Rate - Infrastructure Work

Road Sign

ROAD FURNITURESMAINTENANCE OF SIGNSInstallation of New Sign Item g(I) Page35

A) Material

i) Sign plate (supply price / No.) : = RM 300.00

B) Machinery

i) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Miscellaneous items (Temporary traffic signs, oxy-cutter, crowbar, pickaxe and hammer) :Allow sum Per day = RM 100.00

RM 250.00

Productivity Per Day : 5 NosMachinery Cost Per No. : RM 250.00 / 5 = RM 51.02

C) Workmen

i) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General worker :5 x 1 Day @ RM 38.00 Per day = RM 190.00

iii) Flagman :2 x 1 Day @ RM 35.00 Per day = RM 70.00

Total = RM 325.00

Productivity Per Day : 5 Nos.Workmen Cost Per No. : RM 325.00 / 5 = RM 66.33

Raw cost Per No. = RM 417.35

ADD : P & O : 15% = RM 62.60

Rate Per No. = RM 479.95

Take RM 480.00

Supply and install 600 mm aluminium Ragulatory and Warning sign plates inclusive of fabrication, mounting frames, clips, U-bolts, spot welding to post and ancillary materials with high intensity reflective sheeting

Page 75: Build Up Rate - Infrastructure Work

Road Sign

ROAD FURNITURESMAINTENANCE OF SIGNSInstallation of New Sign Item g(ii) Page35

A) Material

i) Sign plate (supply price / M2) : = RM 539.50

B) Machinery

i) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Backhoe :1 x 1 Day @ RM 270.00 Per day = RM 270.00

iii) Miscellaneous items (Temporary traffic signs, oxy-cutter, crowbar, pickaxe and hammer) :Allow sum Per day = RM 100.00

RM 520.00

Productivity Per Day : 12 M2Machinery Cost Per M2 : RM 520.00 / 12 = RM 42.62

C) Workmen

i) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General worker :5 x 1 Day @ RM 38.00 Per day = RM 190.00

iii) Flagman :2 x 1 Day @ RM 35.00 Per day = RM 70.00

Total = RM 325.00

Productivity Per Day : 12 M2Workmen Cost Per M2 : RM 325.00 / 12 = RM 26.64

Raw cost Per M2 = RM 608.76

ADD : P & O : 15% = RM 91.31

Rate Per M2 = RM 700.08

Take RM 700.00

Supply and install aluminium Directional and information sign plates inclusive of fabrication, mounting frames, clips, U-bolts, spot welding to post and ancillary materials with high intensity reflective sheeting

Page 76: Build Up Rate - Infrastructure Work

Road Sign

ROAD FURNITURESMAINTENANCE OF SIGNSInstallation of New Sign Item h(I) Page35

A) Material

i) Sign plate (supply price / No.) : = RM 250.00

B) Machinery

i) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

iii) Miscellaneous items (Temporary traffic signs, oxy-cutter, crowbar, pickaxe and hammer) :Allow sum Per day = RM 100.00

RM 250.00

Productivity Per Day : 7 Nos.Machinery Cost Per No. : RM 250.00 / 7 = RM 34.97

C) Workmen

i) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General worker :5 x 1 Day @ RM 38.00 Per day = RM 190.00

iii) Flagman :2 x 1 Day @ RM 35.00 Per day = RM 70.00

Total = RM 325.00

Productivity Per Day : 7 Nos.Workmen Cost Per No. : RM 325.00 / 7 = RM 45.45

Raw cost Per No. = RM 330.42

ADD : P & O : 15% = RM 49.56

Rate Per No. = RM 379.98

Take RM 380.00

Supply and install 600 mm aluminium Warning and Regulatory sign plates inclusive of fabrication, mounting frames, clips, U-bolts, spot welding to post and ancillary materials with engineering grade reflective sheeting

Page 77: Build Up Rate - Infrastructure Work

Road Sign

ROAD FURNITURESMAINTENANCE OF SIGNSInstallation of New Sign Item h(ii) Page35

A) Material

i) Sign plate (supply price / M2) : = RM 479.50

B) Machinery

i) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Backhoe :1 x 1 Day @ RM 270.00 Per day = RM 270.00

iii) Miscellaneous items (Temporary traffic signs, oxy-cutter, crowbar, pickaxe and hammer) :Allow sum Per day = RM 100.00

RM 520.00

Productivity Per Day : 9 M2Machinery Cost Per M2 : RM 520.00 / 9 = RM 58.10

C) Workmen

i) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General worker :5 x 1 Day @ RM 38.00 Per day = RM 190.00

iii) Flagman :2 x 1 Day @ RM 35.00 Per day = RM 70.00

Total = RM 325.00

Productivity Per Day : 9 M2Workmen Cost Per M2 : RM 325.00 / 9 = RM 36.31

Raw cost Per M2 = RM 573.91

ADD : P & O : 15% = RM 86.09

Rate Per M2 = RM 660.00

Take RM 660.00

Supply and install aluminium Directional and information sign plates inclusive of fabrication, mounting frames, clips, U-bolts, spot welding to post and ancillary materials with engineering grade reflective sheeting

Page 78: Build Up Rate - Infrastructure Work

Road Sign

ROAD FURNITURESMAINTENANCE OF SIGNSRepair and Adjustment of Existing Sign Item a Page36

A) Material

i) Mounting bracket, clips and U-bolts (supply price / Set) = RM 19.30

B) Machinery

i) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Miscellaneous items (Temporary traffic signs, power drill tools & fitting equipments) :Allow sum Per day = RM 100.00

C) Workmen

i) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General worker :5 x 1 Day @ RM 38.00 Per day = RM 190.00

Total RM 505.00

Productivity Per Day : 10 Nos.Workmen Cost Per No. : RM 505.00 / 10 = RM 51.17

Raw cost Per No. = RM 70.47

ADD : P & O : 15% = RM 10.57

Rate Per No. = RM 81.03

Take RM 81.00

Dismantle and repair the dented portion of sign panel, and reinstall existing warning and regulatory signboard panels of size not exceeding 1.0 m2 inclusive of new mounting, clips, U-bolts and other incidentals necessary

Page 79: Build Up Rate - Infrastructure Work

Road Sign

ROAD FURNITURESMAINTENANCE OF SIGNSRepair and Adjustment of Existing Sign Item b Page36

A) Material

i) Mounting bracket, clips and U-bolts (supply price / Set) = RM 30.00

B) Machinery

i) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Miscellaneous items (Temporary traffic signs, power drill tools & fitting equipments) :Allow sum Per day = RM 100.00

C) Workmen

i) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General worker :5 x 1 Day @ RM 38.00 Per day = RM 190.00

Total RM 505.00

Productivity Per Day : 5 Nos.Workmen Cost Per No. : RM 505.00 / 5 = RM 109.31

Raw cost Per No. = RM 139.31

ADD : P & O : 15% = RM 20.90

Rate Per No. = RM 160.20

Take RM 160.00

Dismantle and repair the dented portion of sign panel, and reinstall existing Warning and Regulatory signboard panels of size exceeding 1.0 m2 but not exceeding 3.0 m2 inclusive of new mounting, clips, U-bolts and other incidentals necessary

Page 80: Build Up Rate - Infrastructure Work

Road Sign

ROAD FURNITURESMAINTENANCE OF SIGNSRepair and Adjustment of Existing Sign Item c Page36

A) Material

i) Mounting bracket, clips and U-bolts (supply price / Set) = RM 20.00

B) Machinery

i) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Miscellaneous items (Temporary traffic signs, power drill tools & fitting equipments) :Allow sum Per day = RM 100.00

C) Workmen

i) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General worker :5 x 1 Day @ RM 38.00 Per day = RM 190.00

Total RM 505.00

Productivity Per Day : 8 Nos.Workmen Cost Per No. : RM 505.00 / 8 = RM 66.98

Raw cost Per No. = RM 86.98

ADD : P & O : 15% = RM 13.05

Rate Per No. = RM 100.02

Take RM 100.00

Dismantle and repair the dented portion of sign panel, and reinstall existing Directional and Information signboard panels of size not exceeding 1.0 m2 inclusive of new mounting, clips, U-bolts and other incidentals necessary

Page 81: Build Up Rate - Infrastructure Work

Road Sign

ROAD FURNITURESMAINTENANCE OF SIGNSRepair and Adjustment of Existing Sign Item d Page36

A) Material

i) Mounting bracket, clips and U-bolts (supply price / Set) = RM 30.00

B) Machinery

i) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Miscellaneous items (Temporary traffic signs, power drill tools & fitting equipments) :Allow sum Per day = RM 100.00

C) Workmen

i) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General worker :7 x 1 Day @ RM 38.00 Per day = RM 266.00

Total RM 581.00

Productivity Per Day : 4 Nos.Workmen Cost Per No. : RM 581.00 / 4 = RM 144.17

Raw cost Per No. = RM 174.17

ADD : P & O : 15% = RM 26.13

Rate Per No. = RM 200.29

Take RM 200.00

Dismantle and repair the dented portion of sign panel, and reinstall existing Directional and Information signboard panels of size exceeding 1.0 m2 but not exceeding 3.0 m2 inclusive of new mounting, clips, U-bolts and other incidentals necessary

Page 82: Build Up Rate - Infrastructure Work

Road Sign

ROAD FURNITURESMAINTENANCE OF SIGNSRepair and Adjustment of Existing Sign Item e Page36

A) Material

i) Mounting bracket, clips and U-bolts (supply price / Set) = RM 50.00

B) Machinery

i) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Miscellaneous items (Temporary traffic signs, power drill tools & fitting equipments) :Allow sum Per day = RM 100.00

C) Workmen

i) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General worker :7 x 1 Day @ RM 38.00 Per day = RM 266.00

Total RM 581.00

Productivity Per Day : 3 Nos.Workmen Cost Per No. : RM 581.00 / 3 = RM 211.27

Raw cost Per No. = RM 261.27

ADD : P & O : 15% = RM 39.19

Rate Per No. = RM 300.46

Take RM 300.00

Dismantle and repair the dented portion of sign panel, and reinstall existing Directional and Information signboard panels of size exceeding 3.0 m2 but not exceeding 6.0 m2 inclusive of new mounting, clips, U-bolts and other incidentals necessary

Page 83: Build Up Rate - Infrastructure Work

Road Sign

ROAD FURNITURESMAINTENANCE OF SIGNSRepair and Adjustment of Existing Sign Item f Page36

A) Material

i) Mounting bracket, clips and U-bolts (supply price / Set) = RM 70.00

B) Machinery

i) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Miscellaneous items (Temporary traffic signs, power drill tools & fitting equipments) :Allow sum Per day = RM 100.00

C) Workmen

i) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General worker :7 x 1 Day @ RM 38.00 Per day = RM 266.00

Total RM 581.00

Productivity Per Day : 2 Nos.Workmen Cost Per No. : RM 581.00 / 2 = RM 234.27

Raw cost Per No. = RM 304.27

ADD : P & O : 15% = RM 45.64

Rate Per No. = RM 349.92

Take RM 350.00

Dismantle and repair the dented portion of sign panel, and reinstall existing Directional and Information signboard panels of size exceeding 6.0 m2 but not exceeding 9.0 m2 inclusive of new mounting, clips, U-bolts and other incidentals necessary

Page 84: Build Up Rate - Infrastructure Work

Road Sign

ROAD FURNITURESMAINTENANCE OF SIGNSRepair and Adjustment of Existing Sign Item g Page36

A) Material

i) Mounting bracket, clips and U-bolts (supply price / Set) = RM 90.00

B) Machinery

i) Pick-up truck (3T) for carrying workers, materials, tools and equipments :1 x 1 Day @ RM 150.00 Per day = RM 150.00

ii) Miscellaneous items (Temporary traffic signs, power drill tools & fitting equipments) :Allow sum Per day = RM 100.00

C) Workmen

i) Ganger :1 x 1 Day @ RM 65.00 Per day = RM 65.00

ii) General worker :7 x 1 Day @ RM 38.00 Per day = RM 266.00

Total RM 581.00

Productivity Per Day : 2 Nos.Workmen Cost Per No. : RM 581.00 / 2 = RM 284.80

Raw cost Per No. = RM 374.80

ADD : P & O : 15% = RM 56.22

Rate Per No. = RM 431.02

Take RM 431.00

Dismantle and repair the dented portion of sign panel, and reinstall existing Directional and Information signboard panels of size exceeding 9.0 m2 but not exceeding 12.0 m2 inclusive of new mounting, clips, U-bolts and other incidentals necessary

Page 85: Build Up Rate - Infrastructure Work

Kilometer Post

ROAD FURNITURESMAINTENANCE OF KILOMETER POSTSReplacement / Install of Kilometer Posts Item a Page 37Provide everything necessary for dismantle, remove and dispose the damaged existingKilometre and replace with new Kilometre post Type "A"

A) Material

I) Precast r.c. Kilometre post (supply price / No.) = RM 300.00

B) Machinery

I) Pick-up truck (3.0T) for carrying materials, workers and tools :

1 x 1 Day @ RM 150.00 per day = RM 150.00

ii) Jackhammer :

1 x 1 Day @ RM 100.00 per day = RM 100.00

iii) Miscellaneous items (Temporary traffic signs, cleaning tools and equipments)

Allow sum : per day = RM 100.00

C) Workmen

i) Ganger :

1 x 1 Day @ RM 65.00 per day = RM 65.00

ii) General worker

5 x 1 Day @ RM 38.00 per day = RM 190.00RM 605.00

Productivity Per day : 2 NosWorkmen Cost Per No. : RM 605.00 / 2 = RM 273.76

Raw cost per No. = RM 573.76

ADD : P&O : 15% = RM 86.06

Rate Per No. = RM 659.82

Take RM 660.00

Page 86: Build Up Rate - Infrastructure Work

Kilometer Post

ROAD FURNITURESMAINTENANCE OF KILOMETER POSTSReplacement / Install of Kilometer Posts Item b Page 37Provide everything necessary for dismantle, remove and dispose the damaged existing Kilometre and replace with new Kilometre post Type "B"

A) Material

I) Precast r.c. Kilometre post (supply price / No.) = RM 200.00

B) Machinery

I) Pick-up truck (3.0T) for carrying materials, workers and tools :

1 x 1 Day @ RM 150.00 per day = RM 150.00

ii) Jackhammer :

1 x 1 Day @ RM 100.00 per day = RM 100.00

iii) Miscellaneous items (Temporary traffic signs, cleaning tools and equipments)

Allow sum : per day = RM 100.00

C) Workmen

I) Ganger :

1 x 1 Day @ RM 65.00 per day = RM 65.00

ii) General worker

5 x 1 Day @ RM 38.00 per day = RM 190.00RM 605.00

Productivity Per day : 3 NosWorkmen Cost Per No. : RM 605.00 / 3 = RM 182.78

Raw cost per No. = RM 382.78

ADD : P&O : 15% = RM 57.42

Rate Per No. = RM 440.20

Take RM 440.00

Page 87: Build Up Rate - Infrastructure Work

Delineator Post

ROAD FURNITURESMAINTENANCE OF DELINATOR POSTS Item a Page 38Replacement of Existing Delinator PostsRemove, dismantle and dispose the damaged delineator post

A) Machinery

I) Pick-up truck (3.0T) for carrying materials, workers and tools :

1 x 1 Day @ RM 150.00 per day = RM 150.00

ii) Miscellaneous items (Temporary traffic signs, cleaning tools and equipments)

Allow sum : = RM 80.00

B) Workmen

I) General worker

4 x 1 Day @ RM 38.00 per day = RM 152.00Total = 382.00

Productivity Per day : 55 NosWorkmen Cost Per No. : RM 382.00 / 55 = RM 6.95

Raw cost per No. = RM 6.95

ADD : P&O : 15% = RM 1.04

Rate Per No. RM 7.99

Take RM 8.00

Page 88: Build Up Rate - Infrastructure Work

Delineator Post

ROAD FURNITURESMAINTENANCE OF DELINATOR POSTSReplacement of Existing Delinator Posts Item b Page 38

A) Material

I) Flexible delineator post (supply price / No.) = RM 125.00

B) Machinery

I) Pick-up truck (3.0T) for carrying materials, workers and tools :

1 x 1 Day @ RM 150.00 per day = RM 150.00

ii) Miscellaneous items (Temporary traffic signs, cleaning tools and equipments)

Allow sum : = RM 100.00

C) Workmen

I) Ganger :

1 x 1 Day @ RM 65.00 per day = RM 65.00

I) General worker

4 x 1 Day @ RM 38.00 per day = RM 152.00Total = RM 467.00

Productivity Per day : 33 NosWorkmen Cost Per No. : RM 467.00 / 33 = RM 14.15

Raw cost per No. = RM 139.15

ADD : P&O : 15% = RM 20.87

Rate Per No. = RM 160.02

Take RM 160.00

Supply and install new 36" Type 2 (Flat top - SH236SMA) flexible delineator post complete with anchor to replace the existing damaged or missing post

Page 89: Build Up Rate - Infrastructure Work

Delineator Post

ROAD FURNITURESMAINTENANCE OF DELINATOR POSTSReplacement of Existing Delinator Posts Item c Page 38Supply and install new reflector strips complete with bolts and nuts to replace the missingand damaged existing delinator strips

A) Material

I) G.I strip, c/w, clip, washer, bolt and nuts (supply price/Set) = RM 5.00

B) Machinery

I) Pick-up truck (3.0T) for carrying materials, workers , tools and equipments :

1 x 1 Day @ RM 150.00 per day = RM 150.00

ii) Miscellaneous items (Temporary traffic signs, cleaning tools and equipments)

Allow sum : = RM 80.00

C) Workmen

I) General worker

3 x 1 Day @ RM 38.00 per day = RM 114.00Total = RM 344.00

Productivity Per day : 58 NosWorkmen Cost Per No. : RM 344.00 / 58 = RM 5.96

Raw cost per No. = RM 10.96

ADD : P&O : 15% = RM 1.64

Rate Per No. = RM 12.61

Take RM 12.60

Page 90: Build Up Rate - Infrastructure Work

Delineator Post

ROAD FURNITURESMAINTENANCE OF DELINATOR POSTSInstallation of New Posts and Reflector Units Item d Page 38

Remove, dismantle, disposed and install new timber post to replace the existing damaged or missing post

A) Material

I) Delineator post (supply price / No) = RM 18.20

B) Machinery

I) Pick-up truck (3.0T) for carrying materials, workers and tools :

1 x 1 Day @ RM 150.00 per day = RM 150.00

ii) Miscellaneous items (Temporary traffic signs, cleaning tools and equipments)

Allow sum : Per day = RM 80.00

C) Workmen

I) Ganger :

1 x 1 Day @ RM 65.00 per day = RM 65.00

I) General worker

4 x 1 Day @ RM 38.00 per day = RM 152.00Total = RM 447.00

Productivity Per day : 51 NosWorkmen Cost Per No. : RM 447.00 / 51 = RM 8.78

Raw cost per No. = RM 26.98

ADD : P&O : 15% = RM 4.05

Rate Per No. = RM 31.03

Take RM 31.00

Page 91: Build Up Rate - Infrastructure Work

Delineator Post

ROAD FURNITURESMAINTENANCE OF DELINATOR POSTSInstallation of New Posts and Reflector Units Item e Page 38Supply and install new delineator timber post

A) Material

I) Delineator post (supply price / No) = RM 18.20

B) Machinery

I) Pick-up truck (3.0T) for carrying materials, workers and tools :

1 x 1 Day @ RM 150.00 per day = RM 150.00

ii) Miscellaneous items (Temporary traffic signs, cleaning tools and equipments)

Allow sum : Per day = RM 80.00

C) Workmen

I) Ganger :

1 x 1 Day @ RM 65.00 per day = RM 65.00

I) General worker

4 x 1 Day @ RM 38.00 per day = RM 152.00Total = RM 447.00

Productivity Per day : 51 NosWorkmen Cost Per No. : RM 447.00 / 51 = RM 8.78

Raw cost per No. = RM 26.98

ADD : P&O : 15% = RM 4.05

Rate Per No. = RM 31.03

Take RM 31.00

Page 92: Build Up Rate - Infrastructure Work

Delineator Post

ROAD FURNITURESMAINTENANCE OF DELINATOR POSTSInstallation of New Posts and Reflector Units Item f Page 38Supply and install new 36" Type 2 (Flat top - SH236SMA) flexible delineator post complete with anchor soil anchor

A) Material

I) Delineator post (supply price / No) = RM 125.00

B) Machinery

I) Pick-up truck (3.0T) for carrying materials, workers and tools :

1 x 1 Day @ RM 150.00 per day = RM 150.00

ii) Miscellaneous items (Temporary traffic signs, cleaning tools and equipments)

Allow sum : Per day = RM 100.00

C) Workmen

I) Ganger :

1 x 1 Day @ RM 65.00 per day = RM 65.00

I) General worker

4 x 1 Day @ RM 38.00 per day = RM 152.00Total = RM 467.00

Productivity Per day : 52 NosWorkmen Cost Per No. : RM 467.00 / 52 = RM 8.93

Raw cost per No. = RM 133.93

ADD : P&O : 15% = RM 20.09

Rate Per No. = RM 154.02

Take RM 154.00

Page 93: Build Up Rate - Infrastructure Work

Delineator Post

ROAD FURNITURESMAINTENANCE OF DELINATOR POSTSInstallation of New Posts and Reflector Units Item g Page 38Supply and install new delineator strips complete with bolts, nuts and fittings

A) Material

I) G.I. Strip, c/w. clip, washer, bolt and nuts (supply price/Set) = RM 5.00

B) Machinery

I) Pick-up truck (3.0T) for carrying materials, workers and tools :

1 x 1 Day @ RM 150.00 per day = RM 150.00

ii) Miscellaneous items (Temporary traffic signs, cleaning tools and equipments)

Allow sum : Per day = RM 80.00

C) Workmen

I) Ganger :

1 x 1 Day @ RM 65.00 per day = RM 65.00

I) General worker

3 x 1 Day @ RM 38.00 per day = RM 114.00Total = RM 409.00

Productivity Per day : 75 NosWorkmen Cost Per No. : RM 409.00 / 75 = RM 5.45

Raw cost per No. = RM 10.45

ADD : P&O : 15% = RM 1.57

Rate Per No. = RM 12.02

Take RM 12.00

Page 94: Build Up Rate - Infrastructure Work

Misc

ROAD FURNITURESMISCELLANEOUSHidro Cell Item a Page39Supply and install Hidro Cell Cluster containing 37 tubes complete with safety belt, bolts, washers, nuts, support legs and hidro cells and all neceassary fittings

A) Material

I) Hidro Cell = = RM 22,851.00

ADD : P&O : 15% = RM 3,427.65

Rate Per No. = RM 26,278.65

Take RM 26,278.00

Page 95: Build Up Rate - Infrastructure Work

Misc

ROAD FURNITURESMISCELLANEOUSHidro Cell Item b Page39Provide everything necessary for refilling fluid in the Hidro cell cluster

A) Machinery

I) Water pump (3" dia.)1 x 1 Day @ RM 100.00 per day = RM 100.00

ii) MiscellaneousAllow sum : RM 50.00

iii) Pick-up truck c/w water tank1 x 1 Day @ RM 150.00 per day = RM 150.00

RM 300.00Productivity Per Day : 1 NoMachinery Cost Per No : RM 300.00 / 1 RM 352.94

B) Workmen

I) Ganger

1 x 1 Day @ RM 65.00 per day =RM 65.00

ii) General worker

2 x 1 Day @ RM 38.00 per day =RM 76.00Total =RM 141.00

Productivity Per day : 1 NosWorkmen Cost Per No. : RM 141.00 / 1 = RM 131.90

Raw cost per No. = RM 484.84

ADD : P&O : 15% = RM 72.73

Rate Per No. = RM 557.57

Take RM 557.00