Build Up Rate - Infrastructure Work
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ROAD FURNITURES MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Removal, Dismantle and Replace of Damage Components Removal, dismantle and dispose the damaged guardrail beam. A)
Item a, page 29
Machinery. i)
ii)
Pick-up truck (3.0T) for carring,materials, workers and tools : 1 x 1 Day @ RM 150.00
Per day
=
RM
150.00
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
= Total =
RM RM
100.00 770.00
iv) Miscellaneous items (e.g. oxy-cutter,crowbar, hammer and hardware tools): Allow sum (per day)
Productivity Per Day Machinery Cost Per M B)
: : RM
91 770.00
M /
91
= RM
8.51
Workmen i)
ii)
Ganger : 1
x
1 Day
@
RM
65.00
Per day
=
RM
65.00
General Worker : 5 x
1 Day
@
RM
38.00
Per day
=
RM RM
190.00 255.00
Productivity Per Day Workmen Cost Per M
: : RM
91 255.00
M /
91 Row cost Per M
ADD:
P& O
:
15%
Rate Per M Take
Guard Rails
= RM
2.82
= RM
11.33
= RM
1.70
= RM RM
13.02 13.00
ROAD FURNITURES MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Remove, Dismantle and Replace of Damaged Components Removal, dismantle and dispose the damaged End Wing or Fish Tail (Terminal end Type 1) A)
Machinery. I)
ii)
Pick-up truck (3.0T) for carring,materials, workers and tools : 1 x 1 Day @ RM 150.00
Per day
Miscellaneous items (e.g. oxy-cutter,crowbar, hammer and hardware tools): Allow sum (per day)
Productivity Per Day Machinery Cost Per NO B)
Item b i, page 29
: :
RM
33 250.00
NO /
33
=
RM
150.00
= Total =
RM RM
100.00 250.00
= RM
7.69
Workmen I)
ii)
Ganger : 1
x
1
Day
@
RM
65.00
Per day
=
RM
65.00
General Worker : 4 x
1
Day
@
RM
38.00
Per day
=
RM RM
152.00 217.00
NO /
33
Productivity Per Day Workmen Cost Per NO
: : RM
33 217.00
Row cost Per NO ADD:
P& O :
15%
Rate Per NO. Take
Guard Rails
= RM
6.68
= RM
14.37
= RM
2.16
= RM RM
16.52 16.50
ROAD FURNITURES MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Remove, Dismantle and Replace of Damaged Components Removal, dismantle and dispose the damaged Terminal Anchorage Unit Type 2) A)
Machinery. I)
ii)
Pick-up truck (3.0T) for carring,materials, workers and tools : 1 x 1 Day @ RM 150.00
Per day
Miscellaneous items (e.g. oxy-cutter,crowbar, hammer and hardware tools): Allow sum (per day)
Productivity Per Day Machinery Cost Per NO B)
Item b ii, page 29
: : RM
17 250.00
NO /
17
=
RM
150.00
= Total =
RM RM
100.00 250.00
= RM
14.71
Workmen I)
ii)
Ganger : 1
x
1
Day
@
RM
65.00
Per day
=
RM
65.00
General Worker : 4 x
1
Day
@
RM
38.00
Per day
=
RM RM
152.00 217.00
NO /
17
Productivity Per Day Workmen Cost Per NO
: : RM
17 217.00
Row cost Per NO ADD:
P& O :
15%
Rate Per NO. Take
Guard Rails
= RM
12.76
= RM
27.47
= RM
4.12
= RM RM
31.59 31.50
ROAD FURNITURES MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Remove, Dismantle and Replace of Damaged Components Removal, dismantle and dispose the damaged 90 degrees Twist Unit Type 3 A)
Machinery. I)
ii)
Pick-up truck (3.0T) for carring,materials, workers and tools : 1 x 1 Day @ RM 150.00
Per day
Miscellaneous items (e.g. oxy-cutter,crowbar, hammer and hardware tools): Allow sum (per day)
Productivity Per Day Machinery Cost Per NO B)
Item b iii, page 29
: : RM
17 250.00
NO /
17
=
RM
150.00
= Total =
RM RM
100.00 250.00
= RM
14.71
Workmen I)
ii)
Ganger : 1
x
1
Day
@
RM
65.00
Per day
=
RM
65.00
General Worker : 4 x
1
Day
@
RM
38.00
Per day
=
RM RM
152.00 217.00
NO /
17
Productivity Per Day Workmen Cost Per NO
: : RM
17 217.00
Row cost Per NO ADD:
P& O :
15%
Rate Per NO. Take
Guard Rails
= RM
12.76
= RM
27.47
= RM
4.12
= RM RM
31.59 31.50
ROAD FURNITURES MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Remove, Dismantle and Replace of Damaged Components Removal, dismantle and dispose the damaged Terminal 1 : 6 / Sloping End Unit Type 4 A)
Machinery. I)
ii)
Pick-up truck (3.0T) for carring,materials, workers and tools : 1 x 1 Day @ RM 150.00
Per day
Miscellaneous items (e.g. oxy-cutter,crowbar, hammer and hardware tools): Allow sum (per day)
Productivity Per Day Machinery Cost Per NO B)
Item b iv, page 29
: : RM
17 250.00
NO /
17
=
RM
150.00
= Total =
RM RM
100.00 250.00
= RM
14.71
Workmen I)
ii)
Ganger : 1
x
1
Day
@
RM
65.00
Per day
=
RM
65.00
General Worker : 4 x
1
Day
@
RM
38.00
Per day
=
RM RM
152.00 217.00
NO /
17
Productivity Per Day Workmen Cost Per NO
: : RM
17 217.00
Row cost Per NO ADD:
P& O :
15%
Rate Per NO. Take
Guard Rails
= RM
12.76
= RM
27.47
= RM
4.12
= RM RM
31.59 31.50
ROAD FURNITURES MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Remove, Dismantle and Replace of Damaged Components Removal, dismantle and dispose the damaged guardrail post A)
Item c, page 29
Machinery. I)
ii)
Pick-up truck (3.0T) for carring,materials, workers and tools : 1 x 1 Day @ RM 150.00
Per day
=
RM
150.00
Backhoe : 1
Per day
=
RM
270.00
= Total =
RM RM
100.00 520.00
x
1
Day
@
RM
270.00
iii) Miscellaneous items (e.g. oxy-cutter,crowbar, hammer and hardware tools): Allow sum (per day)
Productivity Per Day Machinery Cost Per NO B)
: :
RM
27 520.00
NO /
27
= RM
19.40
Workmen I)
ii)
Ganger : 1
x
1
Day
@
RM
65.00
Per day
=
RM
65.00
General Worker : 3 x
1
Day
@
RM
38.00
Per day
=
RM RM
114.00 179.00
NO /
27
Productivity Per Day Workmen Cost Per NO
: :
RM
27 179.00
Row cost Per NO ADD:
P& O :
15%
Rate Per NO. Take
Guard Rails
= RM
6.68
= RM
26.08
= RM
3.91
= RM RM
29.99 30.00
ROAD FURNITURE MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Remove, Dismantle and Replace of Damaged Components Dismantle and removed existing damaged nose yellow A)
Machinery. I)
ii)
Backhoe 1
x
1
Day
@
RM
270.00
Per day
Miscellaneous Allow sum (per day)
iii) Pick-up truck (3.0T) for carrying, materials, workers and tools : 1 x 1 Day @ RM 280.00
Productivity Per Day Machinery Cost Per NO B)
Item d, page 29
: : RM
6 700.00
NO /
6
Per day
=
RM
270.00
=
RM
150.00
= Total =
RM RM
280.00 700.00
= RM
114.27
Workmen I)
ii)
Ganger : 1
x
1
Day
@
RM
65.00
Per day
=
RM
65.00
General Worker : 3 x
1
Day
@
RM
38.00
Per day
=
RM RM
114.00 179.00
NO /
6
Productivity Per Day Workmen Cost Per NO
: : RM
6 179.00
Row cost Per NO ADD:
P& O :
15%
Rate Per NO. Take
Guard Rails
= RM
29.22
= RM
143.49
= RM
21.52
= RM RM
165.01 165.00
ROAD FURNITURE MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Remove, Dismantle and Replace of Damaged Components Dismantle and removed existing damaged cartridge A)
Machinery. I)
ii)
Backhoe 1
x
1
Day
@
RM
270.00
Per day
Miscellaneous Allow sum (per day)
iii) Pick-up truck (3.0T) for carrying, materials, workers and tools : 1 x 1 Day @ RM 150.00
Productivity Per Day Machinery Cost Per NO B)
Item e, page 29
: : RM
3 570.00
NO /
3
Per day
=
RM
270.00
=
RM
150.00
= Total =
RM RM
150.00 570.00
=
RM
165.46
=
RM
51.96
=
RM
217.42
=
RM
32.61
=
RM RM
250.03 250.00
Workmen I)
ii)
Ganger : 1
x
1
Day
@
RM
65.00
Per day
=
RM
65.00
General Worker : 3 x
1
Day
@
RM
38.00
Per day
=
RM RM
114.00 179.00
NO /
3
Productivity Per Day Workmen Cost Per NO
: : RM
3 179.00
Row cost Per NO ADD:
P& O :
15%
Rate Per NO. Take
Guard Rails
ROAD FURNITURE MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Remove, Dismantle and Replace of Damaged Components Dismantle and removed existing beam panel A)
Machinery. I)
ii)
Backhoe 1
x
1
Day
@
RM
270.00
Per day
Miscellaneous Allow sum (per day)
iii) Pick-up truck (3.0T) for carrying, materials, workers and tools : 1 x 1 Day @ RM 150.00
Productivity Per Day Machinery Cost Per NO B)
Item f, page 29
: : RM
5 570.00
NO /
5
Per day
=
RM
270.00
=
RM
150.00
= Total =
RM RM
150.00 570.00
= RM
109.20
Workmen I)
ii)
Ganger : 1
x
1
Day
@
RM
65.00
Per day
=
RM
65.00
General Worker : 3 x
1
Day
@
RM
38.00
Per day
=
RM RM
114.00 179.00
NO /
5
Productivity Per Day Workmen Cost Per NO
: : RM
5 179.00
Row cost Per NO ADD:
P& O : Rate Per NO.
Guard Rails
15%
= RM
34.29
= RM
143.49
= RM
21.52
= RM Take RM
165.01 165.00
ROAD FURNITURES MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Realigning of existing (line & level) Item g, page 29 Realign and straighten the line of existing guardrail including correct the level and verticality position of existing guardrail post. A)
Machinery. I)
ii)
Pick-up truck (3.0T) for carring,materials, workers and tools : 1 x 1 Day @ RM 150.00
Per day
=
RM
150.00
Hydraulic jack 1 x
iii) Backhoe : 1
x
Productivity Per Day Machinery Cost Per M B)
1
Day
@
RM
100.00
Per day
=
RM
100.00
1
Day
@
RM
270.00
Per day
= Total =
RM RM
270.00 520.00
M /
97
: :
RM
97 520.00
= RM
5.36
Workmen I)
ii)
Ganger : 1
x
1
Day
@
RM
65.00
Per day
=
RM
65.00
General Worker : 5 x
1
Day
@
RM
38.00
Per day
=
RM RM
190.00 255.00
M /
97
Productivity Per Day Workmen Cost Per M
: :
RM
97 255.00
Row cost Per M ADD:
P& O :
15%
Rate Per M Take
Guard Rails
= RM
2.63
= RM
7.99
= RM
1.20
= RM RM
9.19 9.20
ROAD FURNITURES MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Realigning of existing (line & level) Supply and replace missing delinator piece on guardrail A)
Material I)
B)
Item h, page 29
G.I strip, c/w, clip, washer, bolt and nuts (supply price/Set)
= RM
Machinery I)
Pick-up truck (3.0T) for carrying materials, workers , tools and equipments : 1
ii)
x
1 Day
@
RM
150.00 per day
=
RM
150.00
=
RM
80.00
=
RM RM
114 344.00
Miscellaneous items (Temporary traffic signs, cleaning tools and equipments) Allow sum :
C)
5.00
Workmen I)
General worker 3
x
1 Day
@
RM
38.00 per day Total
Productivity Per day Workmen Cost Per No.
: :
RM
43 344.00
NO /
43 Raw cost per No.
ADD :
P&O :
15%
Rate Per No. Take
Guard Rails
= RM
8.06
= RM
13.06
= RM
1.96
= RM RM
15.01 15.00
ROAD FURNITURES MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Installation of New Sections Supply and install galvanised new guardrail beams A)
Material I)
Guardrail (supply price/M)
:
= RM
35.00
ii)
Transportation(per M)
:
RM
10.00
iii) Material cost (per M) B)
:
= RM
45.00
Machinery. I)
ii)
Pick-up truck (3.0T) for carrying, materials, workers and tools : 1 x 1 Day @ RM 150.00
Per day
Miscellaneous items (e.g. oxy-cutter, crowbar, hammer and hardware tools): Allow sum (per day) Total
Productivity Per Day Machinery Cost Per M C)
Item a, page 30
: :
RM
71 250.00
M /
71
=
RM
150.00
= =
RM RM
100.00 250.00
= RM
3.55
Workmen I)
ii)
Ganger : 1
x
1
Day
@
RM
65.00
Per day
=
RM
65.00
General Worker : 5 x
1
Day
@
RM
38.00
Per day
=
RM RM
190.00 255.00
M /
71
Productivity Per Day Workmen Cost Per M
: :
RM
71 255.00
Row cost Per M ADD:
P& O :
15%
Rate Per M Take
Guard Rails
= RM
3.62
= RM
52.16
= RM
7.82
= RM RM
59.99 60.00
ROAD FURNITURE MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Installation of New Sections Supply and install galvanised End wing or Fish Tail (Terminal unitType 1) A)
Material I)
Terminal End Type l (supply price/No)
= RM
58.00
ii)
Transportation(per No)
= RM
5.00
:
iii) Material cost (per No) : B)
:
= RM
63.00
Machinery. I)
ii)
Pick-up truck (3.0T) for carrying, materials, tools and equipments : 1 x 1 Day @ RM 150.00
Per day
Miscellaneous items (e.g. oxy-cutter, crowbar, hammer and hardware tools): Allow sum (per day)
Productivity Per Day Machinery Cost Per No C)
Item b i, page 30
: :
RM
29 250.00
NO /
29
=
RM
150.00
= Total =
RM RM
100.00 250.00
= RM
8.68
Workmen I)
ii)
Ganger : 1
x
1
Day
@
RM
65.00
Per day
=
RM
65.00
General Worker : 5 x
1
Day
@
RM
38.00
Per day
=
RM RM
190.00 255.00
NO /
29
Productivity Per Day Workmen Cost Per No
: :
RM
29 190.00
Row cost Per No ADD:
P& O :
15%
Rate Per NO. Take
Guard Rails
= RM
6.60
= RM
78.28
= RM
11.74
= RM RM
90.02 90.00
ROAD FURNITURE MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Installation of New Sections Supply and install galvanised Terminal anchorage unit Type 2 A)
Material i)
Terminal anchorage unit Type 2 (supply price/No)
= RM
380.00
ii)
Transportation(per No)
= RM
5.00
:
iii) Material cost (per No) : B)
:
= RM
385.00
Machinery. I)
ii)
Pick-up truck (3.0T) for carrying, materials, tools and equipments : 1 x 1 Day @ RM 150.00
Per day
Miscellaneous items (e.g. oxy-cutter, crowbar, hammer and hardware tools): Allow sum (per day)
Productivity Per Day Machinery Cost Per No C)
Item b ii, page 30
: :
RM
80 250.00
NO /
80
=
RM
150.00
= Total =
RM RM
100.00 250.00
= RM
3.13
Workmen I)
ii)
Ganger : 1
x
1
Day
@
RM
65.00
Per day
=
RM
65.00
General Worker : 5 x
1
Day
@
RM
38.00
Per day
=
RM RM
190.00 255.00
NO /
80
Productivity Per Day Workmen Cost Per No
: :
RM
80 255.00
Row cost Per No ADD:
P& O :
15%
Rate Per NO. Take
Guard Rails
= RM
3.19
= RM
391.31
= RM
58.70
= RM RM
450.01 450.00
ROAD FURNITURE MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Installation of New Sections Supply and install galvanised 90 degrees Twist Unit Type 3 A)
Material I)
Twist unit type 3 (supply price/No)
ii)
Transportation(per No)
550.00
RM
5.00
:
= RM
555.00
Machinery. I)
ii)
Pick-up truck (3.0T) for carrying, materials, tools and equipments : 1 x 1 Day @ RM 150.00
Per day
Miscellaneous items (e.g. oxy-cutter, crowbar, hammer and hardware tools): Allow sum (per day)
Productivity Per Day Machinery Cost Per No C)
= RM
:
iii) Material cost (per No) : B)
Item b iii, page 30
: :
RM
9 250.00
NO /
9
=
RM
150.00
= Total =
RM RM
100.00 250.00
= RM
26.60
Workmen I)
ii)
Ganger : 1
x
1
Day
@
RM
65.00
Per day
=
RM
65.00
General Worker : 5 x
1
Day
@
RM
38.00
Per day
=
RM RM
190.00 255.00
NO /
9
Productivity Per Day Workmen Cost Per No
: :
RM
9 255.00
Row cost Per No ADD:
P& O :
15%
Rate Per NO. Take
Guard Rails
= RM
27.13
= RM
608.72
= RM
91.31
= RM RM
700.03 700.00
ROAD FURNITURE MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Installation of New Sections Supply and install galvanised Terminal section 1:6 / Sloping End Type 4 A)
Material I)
Terminal Anchorage Type 4 (supply price/No)
ii)
Transportation(per No)
158.00
RM
5.00
:
= RM
163.00
Machinery. I)
ii)
Pick-up truck (3.0T) for carrying, materials, tools and equipments : 1 x 1 Day @ RM 150.00
Per day
Miscellaneous items (e.g. oxy-cutter, crowbar, hammer and hardware tools): Allow sum (per day)
Productivity Per Day Machinery Cost Per No C)
= RM
:
iii) Material cost (per No) : B)
Item b iv, page 30
: :
RM
14 250.00
NO /
14
=
RM
150.00
= Total =
RM RM
100.00 250.00
= RM
18.32
Workmen I)
ii)
Ganger : 1
x
1
Day
@
RM
65.00
Per day
=
RM
65.00
General Worker : 5 x
1
Day
@
RM
38.00
Per day
=
RM RM
190.00 255.00
NO /
14
Productivity Per Day Workmen Cost Per No
: :
RM
14 255.00
Row cost Per No ADD:
P& O :
15%
Rate Per NO. Take
Guard Rails
= RM
18.68
= RM
200.00
= RM
30.00
= RM RM
230.00 230.00
ROAD FURNITURE MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Installation of New Sections Supply and install galvanised guadrail post complete with packer A)
Material I)
Guardrail post (supply price / No)
ii)
Transportation(per No)
87.00
RM
2.00
:
= RM
89.00
Machinery. I)
ii)
Pick-up truck (3.0T) for carrying, materials, tools and equipments : 1 x 1 Day @ RM 150.00
Per day
=
RM
150.00
Arrow Rammer : 1 x
Per day
=
RM
300.00
= Total =
RM RM
100.00 550.00
1
Day
@
RM
300.00
iii) Miscellaneous items (e.g. oxy-cutter, crowbar, hammer and hardware tools): Allow sum (per day)
Productivity Per Day Machinery Cost Per No C)
= RM
:
iii) Material cost (per No) : B)
Item c, page 30
: :
RM
52 550.00
NO /
52
= RM
10.50
Workmen I)
ii)
Ganger : 1
x
1
Day
@
RM
65.00
Per day
=
RM
65.00
General Worker : 5 x
1
Day
@
RM
38.00
Per day
=
RM RM
190.00 255.00
NO /
52
Productivity Per Day Workmen Cost Per No
: :
RM
52 255.00
Row cost Per No ADD:
P& O :
15%
Rate Per NO. Take
Guard Rails
= RM
4.87
= RM
104.36
= RM
15.65
= RM RM
120.02 120.00
ROAD FURNITURE MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Installation of New Sections Item d, page 30 Supply and replace new yellow nose for the crash cushion inclusive of all necessary preparatory work. I)
Nose Yellow
ADD:
= RM
P& O :
15%
Rate Per NO. Take
Guard Rails
21,090.00
= RM
3,163.50
= RM RM
24,253.50 24,250.00
ROAD FURNITURE MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Installation of New Sections Item e, page 30 Supply and replace new cartridge for the crash cushion inclusive of all necessary preparatory work. A)
Material I)
Cartridge ADD:
= RM P& O :
15%
Rate Per NO. Take
Guard Rails
2,740.00
= RM
411.00
= RM RM
3,151.00 3,150.00
ROAD FURNITURE MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Installation of New Sections Supply and replace new beam panel. A)
Item g, page 30
Material I)
Cartridge ADD:
= RM P& O : Rate Per NO.
Guard Rails
15%
2,892.00
= RM
433.80
= RM Take RM
3,325.80 3,325.00
ROAD FURNITURE MAINTENANCE OF STUDS Reinstallation of existing studs Item a,page 31 To reinstall the missing road stud at existing location with new single - sided Road stud A) Material 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 = Total =
RM RM
100.00 250.00
Productivity Per Day Machinery Cost Per No
: :
RM
55 250.00
No /
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
Day
@
RM
35.00
Per day
=
RM RM
70.00 211.00
1
Productivity Per Day Workmen Cost Per No
ADD:
: :
RM
P& O : Rate Per NO.
Road Stud
55 211.00
No / 55 Row cost Per No 15%
= =
RM RM
3.84 26.08
=
RM
3.91
RM RM
29.99 30.00
= Take
ROAD FURNITURE MAINTENANCE OF STUDS Reinstallation of existing studs Item b,page 31 To reinstall the missing road stud at existing location with new double - sided Road stud A) Material 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 = Total =
RM RM
100.00 250.00
Productivity Per Day Machinery Cost Per No
: :
RM
55 250.00
No /
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
Day
@
RM
35.00
Per day
=
RM RM
70.00 211.00
1
Productivity Per Day Workmen Cost Per No
ADD:
: :
RM
P& O : Rate Per NO.
Road Stud
55 211.00
No /
15%
55 Row cost Per No
= =
RM RM
3.85 31.31
=
RM
4.70
RM RM
36.01 36.00
= Take
ROAD FURNITURE MAINTENANCE OF STUDS Replacement of Existing Studs Item c,page 31 To replace the damaged road stud at existing location with new single - sided Road stud A) Material I) Prismo II Road stud (Supply price / No) : ii) Epoxy in-fill (per no)
=
:
RM
16.20
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 = Total =
RM RM
100.00 250.00
Productivity Per Day Machinery Cost Per No
: :
RM
39 250.00
No /
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
Day
@
RM
35.00
Per day
=
RM RM
70.00 211.00
1
Productivity Per Day Workmen Cost Per No
ADD:
: :
RM
P& O : Rate Per NO.
Road Stud
39 211.00
No /
15%
39 Row cost Per No
= =
RM RM
5.44 29.58
=
RM
4.44
= RM Take RM
34.02 34.00
ROAD FURNITURE MAINTENANCE OF STUDS Replacement of Existing Studs Item d,page 31 To replacel the damaged road stud at existing location with new double - sided Road stud A) Material 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 = Total =
RM RM
100.00 250.00
Productivity Per Day Machinery Cost Per No
: :
RM
39 250.00
No /
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
Day
@
RM
35.00
Per day
=
RM RM
70.00 211.00
1
Productivity Per Day Workmen Cost Per No
ADD:
: :
RM
P& O : Rate Per NO.
Road Stud
39 211.00
No /
15%
39 Row cost Per No
= =
RM RM
5.44 34.78
=
RM
5.22
= Take
RM RM
40.00 40.00
ROAD FURNITURE MAINTENANCE OF STUDS Replacement of Existing Studs To remove existing road stud and refix at same position
Item e,page 31
A) Material 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 = Total =
RM RM
100.00 250.00
Productivity Per Day Machinery Cost Per No
: :
RM
55 250.00
No /
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
Day
@
RM
35.00
Per day
=
RM RM
70.00 211.00
1
Productivity Per Day Workmen Cost Per No
ADD:
: :
RM
P& O : Rate Per NO.
Road Stud
55 211.00
No /
15%
55 Row cost Per No
= =
RM RM
3.84 26.08
=
RM
3.91
= Take
RM RM
29.99 30.00
ROAD FURNITURE MAINTENANCE OF STUDS Installation of New Studs Supply and lay new single -side Road in accordance to specification.
Item f,page 31
A) Material 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 = Total =
RM RM
100.00 250.00
Productivity Per Day Machinery Cost Per No
: :
RM
42 250.00
No /
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
Day
@
RM
35.00
Per day
=
RM RM
70.00 289.00
1
Productivity Per Day Workmen Cost Per No
ADD:
: :
RM
P& O : Rate Per NO.
Road Stud
42 289.00
No /
15%
42 Row cost Per No
= =
RM RM
6.83 30.44
=
RM
4.57
= RM Take RM
35.01 35.00
ROAD FURNITURE MAINTENANCE OF STUDS Installation of New Studs Supply and lay new double-side Road stud in accordance to specification.
Item g,page 31
A) Material 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 = Total =
RM RM
100.00 250.00
Productivity Per Day Machinery Cost Per No
: :
RM
35 250.00
No /
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
Day
@
RM
35.00
Per day
=
RM RM
70.00 289.00
1
Productivity Per Day Workmen Cost Per No
ADD:
: :
RM
P& O : Rate Per NO.
Road Stud
35 289.00
No /
15%
35 Row cost Per No
= =
RM RM
8.23 38.26
=
RM
5.74
= Take
RM RM
43.99 44.00
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Repainting of Existing Marking Item a,page 32 Prepare and apply white or yellow temporary roadline paint for pavement markings for 150mm wide single continous edge line marking A) Material I) Roadline paint (white/yellow) - Cost @ Per Drum (20 litres) = RM 300.00 a) Approx. Coverage / Drum : 200 M2 b) Cost (per M2) RM 300.00 / 200
=
RM
1.50
ii) ADD : Wastage
=
RM
0.15
:
10%
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
ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment): Allow sum Per day = Total =
RM RM
100.00 370.00
Productivity Per Day Machinery Cost Per M2
: :
RM
RM
124 370.00
120.00
M2 /
Per day
124
=
RM
2.98
= RM
2.11
= RM
6.75
= RM
1.01
= RM RM
7.76 7.75
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
124 262.00
M2 /
124 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Repainting of Existing Marking Item b,page 32 Prepare and apply white temporary roadline paint for pavement markings for 150mm wide single continous center line and lane markings A) Material I) Roadline paint (white/yellow) - Cost @ Per Drum (20 litres) = RM 300.00 a) Approx. Coverage / Drum : 200 M2 b) Cost (per M2) RM 300.00 / 200
=
RM
1.50
ii) ADD : Wastage
=
RM
0.15
:
10%
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
ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment): Allow sum Per day = Total =
RM RM
100.00 370.00
Productivity Per Day Machinery Cost Per M2
: :
RM
RM
124 370.00
120.00
M2 /
Per day
124
=
RM
2.98
= RM
2.11
= RM
6.75
= RM
1.01
= RM RM
7.76 7.75
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
124 262.00
M2 /
124 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Repainting of Existing Marking Item c,page 32 Prepare and apply white temporary roadline paint for pavement markings for 100mm wide intermittent center line and lane marking A) Material I) Roadline paint (white/yellow) - Cost @ Per Drum (20 litres) = RM 300.00 a) Approx. Coverage / Drum : 200 M2 b) Cost (per M2) RM 300.00 / 200
=
RM
1.50
ii) ADD : Wastage
=
RM
0.15
:
10%
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
ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment): Allow sum Per day = Total =
RM RM
100.00 370.00
Productivity Per Day Machinery Cost Per M2
: :
RM
RM
124 370.00
120.00
M2 /
Per day
124
=
RM
2.98
= RM
2.11
= RM
6.75
= RM
1.01
= RM RM
7.76 7.75
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
124 262.00
M2 /
124 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Repainting of Existing Marking Item d,page 32 Prepare and apply white temporary roadline paint for pavement markings for 150mm wide yellow edge marking A) Material I) Roadline paint (white/yellow) - Cost @ Per Drum (20 litres) = RM 300.00 a) Approx. Coverage / Drum : 200 M2 b) Cost (per M2) RM 300.00 / 200
=
RM
1.50
ii) ADD : Wastage
=
RM
0.15
:
10%
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
ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment): Allow sum Per day = Total =
RM RM
100.00 370.00
Productivity Per Day Machinery Cost Per M2
: :
RM
RM
124 370.00
120.00
M2 /
Per day
124
=
RM
2.98
= RM
2.11
= RM
6.75
= RM
1.01
= RM RM
7.76 7.75
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
124 262.00
M2 /
124 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Repainting of Existing Marking Item e,page 32 Prepare and apply white temporary roadline paint for pavement markings 200mm wide intermitent give-way line wide with 300mm length each and at 200mm gap A) Material I) Roadline paint (white/yellow) - Cost @ Per Drum (20 litres) = RM 300.00 a) Approx. Coverage / Drum : 200 M2 b) Cost (per M2) RM 300.00 / 200
=
RM
1.50
ii) ADD : Wastage
=
RM
0.15
:
10%
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
ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment): Allow sum Per day = Total =
RM RM
100.00 370.00
Productivity Per Day Machinery Cost Per M2
: :
RM
RM
124 370.00
120.00
M2 /
Per day
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
124 262.00
M2 /
124 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
2.11
= RM
6.75
= RM
1.01
= RM RM
7.76 7.75
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Repainting of Existing Marking Item f, page32 Prepare and apply white temporary roadline paint for pavement markings for 300mm wide continous stop line marking A) Material I) Roadline paint (white/yellow) - Cost @ Per Drum (20 litres) = RM 300.00 a) Approx. Coverage / Drum : 200 M2 b) Cost (per M2) RM 300.00 / 200
=
RM
1.50
ii) ADD : Wastage
=
RM
0.15
:
10%
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
ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment): Allow sum Per day = Total =
RM RM
100.00 370.00
Productivity Per Day Machinery Cost Per M2
: :
RM
RM
124 370.00
120.00
M2 /
Per day
124
=
RM
2.98
= RM
2.11
= RM
6.75
= RM
1.01
= RM RM
7.76 7.75
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
124 262.00
M2 /
124 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Repainting 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) Material I) Roadline paint (white/yellow) - Cost @ Per Drum (20 litres) = RM 300.00 a) Approx. Coverage / Drum : 200 M2 b) Cost (per M2) RM 300.00 / 200
=
RM
1.50
ii) ADD : Wastage
=
RM
0.15
:
10%
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
ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment): Allow sum Per day = Total =
RM RM
100.00 370.00
Productivity Per Day Machinery Cost Per M2
: :
RM
RM
124 370.00
120.00
M2 /
Per day
124
=
RM
2.98
= RM
2.11
= RM
6.75
= RM
1.01
= RM RM
7.76 7.75
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
124 262.00
M2 /
124 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Repainting of Existing Marking Item h, page32 Prepare and apply white temporary roadline paint for pavement markings for "AWAS" and other pavement lattering marking A) Material I) Roadline paint (white) - Cost @ Per Drum (20 litres) = RM 300.00 a) Approx. Coverage / Drum : 200 M2 b) Cost (per M2) RM 300.00 / 200
= RM
1.50
ii) ADD : Wastage
= RM
0.15
:
10%
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
ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment): Allow sum Per day = Total =
RM RM
100.00 370.00
Productivity Per Day Machinery Cost Per M2
: :
RM
120.00
Per day
RM
83 370.00
M2 /
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 RM
70.00 262.00
83
= RM
4.46
C) Workmen
Productivity Per Day Workmen Cost Per M2
: :
RM
83 262.00
M2 /
83 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
3.16
= RM
9.26
= RM
1.39
= RM RM
10.65 10.65
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Repainting of Existing Marking Item i, page32 Prepare and apply white temporary roadline paint for pavement markings for pavement directional arrow marking A) Material I) Roadline paint (white) - Cost @ Per Drum (20 litres) = RM 300.00 a) Approx. Coverage / Drum : 200 M2 b) Cost (per M2) RM 300.00 / 200
= RM
1.50
ii) ADD : Wastage
= RM
0.15
:
10%
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
ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment): Allow sum Per day = Total =
RM RM
100.00 370.00
Productivity Per Day Machinery Cost Per M2
: :
RM
120.00
Per day
RM
83 370.00
M2 /
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 RM
70.00 262.00
83
= RM
4.46
C) Workmen
Productivity Per Day Workmen Cost Per M2
: :
RM
83 262.00
M2 /
83 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
3.16
= RM
9.26
= RM
1.39
= RM RM
10.65 10.65
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Repainting 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) Material I) Roadline paint (black) - Cost @ Per Drum (20 litres) = RM 300.00 a) Approx. Coverage / Drum : 200 M2 b) Cost (per M2) RM 300.00 / 200
= RM
1.50
ii) ADD : Wastage
= RM
0.15
:
10%
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
ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment): Allow sum Per day = Total =
RM RM
100.00 370.00
Productivity Per Day Machinery Cost Per M2
: :
RM
RM
102 370.00
120.00
M2 /
Per day
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
102 262.00
M2 /
102 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
2.57
= RM
7.85
= RM
1.18
= RM RM
9.02 9.00
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Painting of New Markings Item a,page 33 Prepare and apply 3.0 mm thick white or yellow reflective thermoplastic pavement markings or sizes100mm to 150mm wide single continuos edge line marking A) Material I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00 a) Approx. Coverage / MT 308 M2 b) Cost (per M2) RM 2,200.00 / 308 ii) Glass bead - Cost @ Per Mt RM 2,600.00 a) Approx. Coverage / Mt : 1,250 b) Cost (per M2) RM 2,600.00 ii) ADD : Wastage
:
M2 /
1250
= RM
7.14
= RM = RM
2.08 9.22 0.92
10%
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 RM
120.00 620.00
Total
Productivity Per Day Machinery Cost Per M2
: :
RM
160 620.00
M2 /
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
160 262.00
M2 /
160 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
1.64
= RM
15.66
= RM
2.35
= RM RM
18.01 18.00
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Painting of New Markings Item b,page 33 Prepare and apply 3.0 mm thick white or yellow reflective thermoplastic pavement markings of 150mm width single continuos center line and lane marking A) Material I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00 a) Approx. Coverage / MT 308 M2 b) Cost (per M2) RM 2,200.00 / 308 ii) Glass bead - Cost @ Per Mt RM 2,600.00 a) Approx. Coverage / Mt : 1,250 b) Cost (per M2) RM 2,600.00 ii) ADD : Wastage
:
M2 /
1250
= RM
7.14
= RM = RM
2.08 9.22 0.92
10%
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 RM
120.00 620.00
Total
Productivity Per Day Machinery Cost Per M2
: :
RM
160 620.00
M2 /
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
160 262.00
M2 /
160 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
1.64
= RM
15.66
= RM
2.35
= RM RM
18.01 18.00
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Painting of New Markings Item c,page 33 Prepare and apply 3.0 mm thick white or yellow reflective thermoplastic pavement markings for intermittent center line and lane marking of 100mm wide A) Material I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00 a) Approx. Coverage / MT 308 M2 b) Cost (per M2) RM 2,200.00 / 308 ii) Glass bead - Cost @ Per Mt RM 2,600.00 a) Approx. Coverage / Mt : 1,250 b) Cost (per M2) RM 2,600.00 ii) ADD : Wastage
:
M2 /
1250
= RM
7.14
= RM = RM
2.08 9.22 0.92
10%
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 RM
120.00 620.00
Total
Productivity Per Day Machinery Cost Per M2
: :
RM
160 620.00
M2 /
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
160 262.00
M2 /
160 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
1.64
= RM
15.66
= RM
2.35
= RM RM
18.01 18.00
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Painting of New Markings Item d,page 33 Prepare and apply 3.0 mm thick white or yellow reflective thermoplastic pavement marking for 150mm wide single continuos edge marking A) Material I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00 a) Approx. Coverage / MT 308 M2 b) Cost (per M2) RM 2,200.00 / 308 ii) Glass bead - Cost @ Per Mt RM 2,600.00 a) Approx. Coverage / Mt : 1,250 b) Cost (per M2) RM 2,600.00 ii) ADD : Wastage
:
M2 /
1250
= RM
7.14
= RM = RM
2.08 9.22 0.92
10%
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 RM
120.00 620.00
Total
Productivity Per Day Machinery Cost Per M2
: :
RM
160 620.00
M2 /
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
160 262.00
M2 /
160 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
1.64
= RM
15.66
= RM
2.35
= RM RM
18.01 18.00
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Painting of New Markings Item e, page33 Prepare 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) Material I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00 a) Approx. Coverage / MT 308 M2 b) Cost (per M2) RM 2,200.00 / 308 ii) Glass bead - Cost @ Per Mt RM 2,600.00 a) Approx. Coverage / Mt : 1,250 b) Cost (per M2) RM 2,600.00 ii) ADD : Wastage
:
M2 /
1250
= RM
7.14
= RM = RM
2.08 9.22 0.92
10%
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 RM
120.00 620.00
Total
Productivity Per Day Machinery Cost Per M2
: :
RM
160 620.00
M2 /
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
160 262.00
M2 /
160 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
1.64
= RM
15.66
= RM
2.35
= RM RM
18.01 18.00
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Painting of New Markings Item f, page 33 Prepare and apply 3.0 mm thick white or yellow reflective thermoplastic pavement markings for continuos stop line of 300mm wide A) Material I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00 a) Approx. Coverage / MT 308 M2 b) Cost (per M2) RM 2,200.00 / 308 ii) Glass bead - Cost @ Per Mt RM 2,600.00 a) Approx. Coverage / Mt : 1,250 b) Cost (per M2) RM 2,600.00 ii) ADD : Wastage
:
M2 /
1250
= RM
7.14
= RM = RM
2.08 9.22 0.92
10%
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 RM
120.00 620.00
Total
Productivity Per Day Machinery Cost Per M2
: :
RM
160 620.00
M2 /
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
160 262.00
M2 /
160 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
1.64
= RM
15.66
= RM
2.35
= RM RM
18.01 18.00
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Painting of New Markings Item g, page 33 Prepare 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) Material I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00 a) Approx. Coverage / MT 308 M2 b) Cost (per M2) RM 2,200.00 / 308 ii) Glass bead - Cost @ Per Mt RM 2,600.00 a) Approx. Coverage / Mt : 1,250 b) Cost (per M2) RM 2,600.00 ii) ADD : Wastage
:
M2 /
1250
= RM
7.14
= RM = RM
2.08 9.22 0.92
10%
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 RM
120.00 620.00
Total
Productivity Per Day Machinery Cost Per M2
: :
RM
122 620.00
M2 /
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
122 262.00
M2 /
122 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
2.16
= RM
17.40
= RM
2.61
= RM RM
20.02 20.00
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Painting of New Markings Item h, page 33 Prepare and apply Transverse yellow reflective thermoplastic of 5.0 mm thick 600mm A) Material I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00 a) Approx. Coverage / MT 200 M2 b) Cost (per M2) RM 2,200.00 / 200 ii) Glass bead - Cost @ Per Mt RM 2,600.00 a) Approx. Coverage / Mt : 1,250 b) Cost (per M2) RM 2,600.00 ii) ADD : Wastage
:
M2 /
1,250
= RM
11.00
= RM = RM
2.08 13.08 1.31
10%
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 RM
120.00 620.00
Total
Productivity Per Day Machinery Cost Per M2
: :
RM
120 620.00
M2 /
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
120 262.00
M2 /
120 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
2.18
= RM
21.74
= RM
3.26
= RM RM
25.00 25.00
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Painting of New Markings Item i, page 33 Prepare and apply Transverse yellow reflective thermoplastic of 5.0 mm thick and 500mm wide A) Material I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00 a) Approx. Coverage / MT 200 M2 b) Cost (per M2) RM 2,200.00 / 200 ii) Glass bead - Cost @ Per Mt RM 2,600.00 a) Approx. Coverage / Mt : 1,250 b) Cost (per M2) RM 2,600.00 ii) ADD : Wastage
:
M2 /
1,250
= RM
11.00
= RM = RM
2.08 13.08 1.31
10%
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 RM
120.00 620.00
Total
Productivity Per Day Machinery Cost Per M2
: :
RM
120 620.00
M2 /
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 RM
70.00 262.00
Total Productivity Per Day Workmen Cost Per M2
: :
RM
120 262.00
M2 /
120 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
2.18
= RM
21.74
= RM
3.26
= RM RM
25.00 25.00
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Painting of New Markings Item j,page 33 Prepare and apply 3.0 mm thick white or yellow reflective thermoplastic pavement markings of "AWAS" or other lattering on pavement marking A) Material I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00 a) Approx. Coverage / MT 308 M2 b) Cost (per M2) RM 2,200.00 / 308 ii) Glass bead - Cost @ Per Mt RM 2,600.00 a) Approx. Coverage / Mt : 1,250 b) Cost (per M2) RM 2,600.00 ii) ADD : Wastage
:
M2 /
1250
= RM
7.14
= RM = RM
2.08 9.22 0.92
10%
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 RM
120.00 620.00
Total
Productivity Per Day Machinery Cost Per M2
: :
RM
160 620.00
M2 /
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
160 262.00
M2 /
160 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
1.64
= RM
15.66
= RM
2.35
= RM RM
18.01 18.00
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Painting of New Markings Item k, page 33 Prepare and apply 3.0 mm thick white or yellow reflective thermoplastic pavement markings of pavement direction arrow A) Material I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00 a) Approx. Coverage / MT 308 M2 b) Cost (per M2) RM 2,200.00 / 308 ii) Glass bead - Cost @ Per Mt RM 2,600.00 a) Approx. Coverage / Mt : 1,250 b) Cost (per M2) RM 2,600.00 ii) ADD : Wastage
:
M2 /
1250
= RM
7.14
= RM = RM
2.08 9.22 0.92
10%
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 RM
120.00 620.00
Total
Productivity Per Day Machinery Cost Per M2
: :
RM
160 620.00
M2 /
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
160 262.00
M2 /
160 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
1.64
= RM
15.66
= RM
2.35
= RM RM
18.01 18.00
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Painting of New Markings Item I,page 33 Prepare, supply and apply Tranverse raised rib thermoplastic on pavement of intermittent center line100mm wide and 3.0mm thick A) Material I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00 a) Approx. Coverage / MT 308 M2 b) Cost (per M2) RM 2,200.00 / 308 ii) Glass bead - Cost @ Per Mt RM 2,600.00 a) Approx. Coverage / Mt : 1,250 b) Cost (per M2) RM 2,600.00 ii) ADD : Wastage
:
M2 /
1250
= RM
7.14
= RM = RM
2.08 9.22 0.92
10%
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 RM
120.00 620.00
Total
Productivity Per Day Machinery Cost Per M2
: :
RM
43 620.00
M2 /
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
43 262.00
M2 /
43 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
6.03
= RM
30.44
= RM
4.57
= RM RM
35.01 35.00
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Painting of New Markings Item n, page 33 Prepare, supply and apply Tranverse raised rib thermoplastic on pavement of continuos edge line 150mm and 3.0mm thick A) Material I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00 a) Approx. Coverage / MT 308 M2 b) Cost (per M2) RM 2,200.00 / 308 ii) Glass bead - Cost @ Per Mt RM 2,600.00 a) Approx. Coverage / Mt : 1,250 b) Cost (per M2) RM 2,600.00 ii) ADD : Wastage
:
M2 /
1250
= RM
7.14
= RM = RM
2.08 9.22 0.92
10%
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 RM
120.00 620.00
Total
Productivity Per Day Machinery Cost Per M2
: :
RM
43 620.00
M2 /
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
43 262.00
M2 /
43 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
6.03
= RM
30.44
= RM
4.57
= RM RM
35.01 35.00
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Painting of New Markings Item o, page 33 Prepare, supply and apply Tranverse raised rib thermoplastic on pavement of double line 100mm wide and 3.0mm thick A) Material I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00 a) Approx. Coverage / MT 308 M2 b) Cost (per M2) RM 2,200.00 / 308 ii) Glass bead - Cost @ Per Mt RM 2,600.00 a) Approx. Coverage / Mt : 1,250 b) Cost (per M2) RM 2,600.00 ii) ADD : Wastage
:
M2 /
1250
= RM
7.14
= RM = RM
2.08 9.22 0.92
10%
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 RM
120.00 620.00
Total
Productivity Per Day Machinery Cost Per M2
: :
RM
43 620.00
M2 /
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
43 262.00
M2 /
43 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
6.03
= RM
30.44
= RM
4.57
= RM RM
35.01 35.00
ROAD FURNITURES MAINTENANCE OF KERBS Realignment of Existing Kerbs Item a Page 34 Excavate, dismantle and reinstall the existing concrete road kerb for straightening of misaligned kerbs A) Material i) Concrete blinding & haunching (per M)
= RM
5.00
= RM
6.32
= RM
11.32
= RM
1.70
= RM RM
13.02 13.00
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
=
RM RM
100.00 478.00
iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & equipments) : Allow sum Per day Total Productivity Per Day Workmen Cost Per M
: :
RM
76 478.00
M /
M 76 Raw cost Per M
ADD :
P&O
:
15%
Rate Per M Take
Road Kerbs
ROAD FURNITURES MAINTENANCE OF KERBS Realignment of Existing Kerbs Item b(i) Page 34 Excavate, 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
RM RM
100.00 478.00
iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) : Allow sum Per day = Total Productivity Per Day Workmen Cost Per M
: :
RM
116 478.00
M /
116 Raw cost Per M
ADD :
P&O Rate Per M
Road Kerbs
:
15%
= RM
4.12
= RM
39.12
= RM
5.87
= RM Take RM
44.99 45.00
ROAD FURNITURES MAINTENANCE OF KERBS Realignment of Existing Kerbs Item b(ii) Page 34 Excavate, 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
RM RM
100.00 478.00
iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) : Allow sum Per day = Total Productivity Per Day Workmen Cost Per M
: :
RM
320 478.00
M /
M 320 Raw cost Per M
ADD :
P&O
:
15%
Rate Per M Take
Road Kerbs
= RM
1.49
= RM
33.49
= RM
5.02
= RM RM
38.52 38.50
ROAD FURNITURES MAINTENANCE OF KERBS Realignment of Existing Kerbs Item b(iii) Page 34 Excavate, 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
RM RM
100.00 478.00
iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) : Allow sum Per day = Total Productivity Per Day Workmen Cost Per M
: :
RM
141 478.00
M /
141 Raw cost Per M
ADD :
P&O
:
15%
Rate Per M Take
Road Kerbs
= RM
3.39
= RM
37.39
= RM
5.61
= RM RM
43.00 43.00
ROAD FURNITURES MAINTENANCE OF KERBS Realignment of Existing Kerbs Item b(iv) Page 34 Excavate, 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
RM RM
100.00 478.00
iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) : Allow sum Per day = Total Productivity Per Day Workmen Cost Per M
: :
RM
128 478.00
M /
128 Raw cost Per M
ADD :
P&O
:
15%
Rate Per M Take
Road Kerbs
= RM
3.73
= RM
31.73
= RM
4.76
= RM RM
36.49 36.50
ROAD FURNITURES MAINTENANCE OF KERBS Realignment of Existing Kerbs Item b(v) Page 34 Excavate, remove, dismantle and replace the damaged or missing concrete road kerb with new concrete 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
RM RM
100.00 478.00
iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) : Allow sum Per day = Total Productivity Per Day Workmen Cost Per M
: :
RM
109 478.00
M /
109 Raw cost Per M
ADD :
P&O
:
15%
Rate Per M Take
Road Kerbs
= RM
4.39
= RM
37.39
= RM
5.61
= RM RM
42.99 43.00
ROAD FURNITURES MAINTENANCE OF KERBS Installation of New Kerbs Supply and install precast concrete road kerb of Type I including concrete bedding
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
RM RM
100.00 478.00
iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) : Allow sum Per day = Total Productivity Per Day Workmen Cost Per M
: :
RM
71 478.00
M /
71 Raw cost Per M
ADD :
P&O
:
15%
Rate Per M Take
Road Kerbs
= RM
6.75
= RM
41.75
= RM
6.26
= RM RM
48.01 48.00
ROAD FURNITURES MAINTENANCE OF KERBS Installation of New Kerbs Supply and install precast concrete road kerb of Type II including concrete bedding
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
RM RM
100.00 478.00
iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) : Allow sum Per day = Total Productivity Per Day Workmen Cost Per M
: :
RM
105 478.00
M /
105 Raw cost Per M
ADD :
P&O
:
15%
Rate Per M Take
Road Kerbs
= RM
4.55
= RM
36.55
= RM
5.48
= RM RM
42.04 42.00
ROAD FURNITURES MAINTENANCE OF KERBS Installation of New Kerbs Supply and install precast concrete road kerb of Type III including concrete bedding
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
RM RM
100.00 478.00
iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) : Allow sum Per day = Total Productivity Per Day Workmen Cost Per M
: :
RM
93 478.00
M /
93 Raw cost Per M
ADD :
P&O
:
15%
Rate Per M Take
Road Kerbs
= RM
5.14
= RM
39.14
= RM
5.87
= RM RM
45.01 45.00
ROAD FURNITURES MAINTENANCE OF KERBS Installation of New Kerbs Supply and install precast concrete road kerb of Type IV including concrete bedding
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
RM RM
100.00 478.00
iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) : Allow sum Per day = Total Productivity Per Day Workmen Cost Per M
: :
RM
95 478.00
M /
95 Raw cost Per M
ADD :
P&O
:
15%
Rate Per M Take
Road Kerbs
= RM
5.06
= RM
33.06
= RM
4.96
= RM RM
38.02 38.00
ROAD FURNITURES MAINTENANCE OF KERBS Installation of New Kerbs Supply and install precast concrete road kerb of Type V including concrete bedding
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
RM RM
100.00 478.00
iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) : Allow sum Per day = Total Productivity Per Day Workmen Cost Per M
: :
RM
99 478.00
M /
99 Raw cost Per M
ADD :
P&O
:
15%
Rate Per M Take
Road Kerbs
= RM
4.83
= RM
37.83
= RM
5.67
= RM RM
43.50 43.50
ROAD FURNITURES MAINTENANCE OF KERBS Installation of New Kerbs Supply and install precast concrete road kerb of Type VI including concrete bedding
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
RM RM
100.00 478.00
iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) : Allow sum Per day = Total Productivity Per Day Workmen Cost Per M
: :
RM
105 478.00
M /
105 Raw cost Per M
ADD :
P&O
:
15%
Rate Per M Take
Road Kerbs
= RM
4.55
= RM
29.55
= RM
4.43
= RM RM
33.99 34.00
ROAD FURNITURES MAINTENANCE OF KERBS Installation of New Kerbs Supply and install precast concrete road kerb of Type VII including concrete bedding
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
RM RM
100.00 478.00
iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) : Allow sum Per day = Total Productivity Per Day Workmen Cost Per M
: :
RM
40 478.00
M /
40 Raw cost Per M
ADD :
P&O
:
15%
Rate Per M Take
Road Kerbs
= RM
11.95
= RM
46.95
= RM
7.04
= RM RM
53.99 52.00
ROAD FURNITURES MAINTENANCE OF KERBS Installation of New Kerbs Supply and install precast concrete road kerb of Type VIII including concrete bedding
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
RM RM
100.00 478.00
iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) : Allow sum Per day = Total Productivity Per Day Workmen Cost Per M
: :
RM
73 478.00
M /
M 73 Raw cost Per M
ADD :
P&O
:
15%
Rate Per M Take
Road Kerbs
= RM
6.59
= RM
29.59
= RM
4.44
= RM RM
34.03 34.00
ROAD FURNITURES MAINTENANCE 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) a) Approx. Coverage/Ca : 40 b) Cost (per M) : RM 65.00 ii) ADD :
Wastage
:
M /
40
10%
=
RM
65.00
=
RM
1.63
=
RM
0.16
iii) Material cost (per M)
=
RM
1.79
= RM
3.44
= RM
5.22
= RM
0.78
= RM RM
6.01 6.00
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, 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
1
Day
@
RM
35.00
Per day
=
RM RM
70.00 512.00
x
Total Productivity Per Day Workmen Cost Per M
: :
RM
149 512.00
M /
149 Raw cost Per M
ADD :
P&O
:
15%
Rate Per M Take
Road Kerbs
ROAD FURNITURES MAINTENANCE OF KERBS Repainting of Existing Kerbs Item e Page 34 Scrape, brush, clean, prepare 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) a) Approx. Coverage/Ca : 40 b) Cost (per M) : RM 65.00 ii) ADD :
Wastage
:
M /
40
10%
=
RM
65.00
=
RM
1.63
=
RM
0.16
iii) Material cost (per M)
=
RM
1.79
= RM
3.88
= RM
5.67
= RM
0.85
= RM RM
6.52 6.50
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) 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
1
Day
@
RM
35.00
Per day
=
RM RM
70.00 512.00
x
Total Productivity Per Day Workmen Cost Per M
: :
RM
132 512.00
M /
132 Raw cost Per M
ADD :
P&O
:
15%
Rate Per M Take
Road Kerbs
Road Kerbs
Road Kerbs
Road Kerbs
Road Kerbs
Road Kerbs
Road Kerbs
Road Kerbs
Road Kerbs
Road Kerbs
Road Kerbs
Road Kerbs
Road Kerbs
Road Kerbs
Road Kerbs
Road Kerbs
Road Kerbs
ROAD FURNITURES MAINTENANCE OF SIGNS Installation of New Sign Item a Page35 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 A) Material i)
M.S. post (supply price) : :
ii) Concrete footing 0.75 x 1.50
:
iii) Excavation 0.75 x
: 1.50
iv) Cost (per M)
:
RM RM
12.00 12.00
/
M x
4.00 M
=
RM
48.00
x
0.75
@
RM
###
=
RM
182.69
x
0.75
@
RM
7.35
=
RM RM
6.20 236.89
RM
236.89
/
4.00 M
=
RM
59.22
RM
4.81
= =
RM RM
5.52 69.55
=
RM
10.43
= Take
RM RM
79.98 80.00
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 RM
100.00 250.00
Productivity Per Day Machinery Cost Per M
: :
RM
52 250.00
M /
52
=
=
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
Day @
RM
35.00
Per day
= =
RM RM
70.00 287.00
1
Total Productivity Per Day Workmen Cost Per M
: :
RM
52 287.00
M /
52 Raw cost Per M
ADD :
P&O Rate Per M
Road Sign
:
15%
ROAD FURNITURES MAINTENANCE OF SIGNS Installation of New Sign Item b Page35 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 A) Material i)
M.S. post (supply price) : :
ii) Concrete footing 0.75 x 1.80
:
iii) Excavation 0.75 x
: 1.80
iv) Cost (per M)
:
RM RM
14.00 14.00
/
M x
5.00 M
=
RM
70.00
x
0.75
@
RM
###
=
RM
219.23
x
0.75
@
RM
7.35
=
RM RM
7.44 296.67
RM
296.67
/
5.00 M
=
RM
59.33
RM
4.76
= =
RM RM
5.47 69.56
=
RM
10.43
= Take
RM RM
80.00 80.00
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 RM
100.00 250.00
Productivity Per Day Machinery Cost Per M
: :
RM
53 250.00
M /
53
=
=
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
Day @
RM
35.00
Per day
= =
RM RM
70.00 287.00
1
Total Productivity Per Day Workmen Cost Per M
: :
RM
53 287.00
M /
53 Raw cost Per M
ADD :
P&O Rate Per M
Road Sign
:
15%
ROAD FURNITURES MAINTENANCE OF SIGNS Installation of New Sign Item c Page35 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 A) Material i)
M.S. post (supply price) : :
ii) Concrete footing 0.80 x 1.80
:
iii) Excavation 0.80 x
: 1.80
iv) Cost (per M)
:
RM RM
16.00 16.00
/
M x
5.00 M
=
RM
80.00
x
0.75
@
RM
###
=
RM
233.84
x
0.75
@
RM
7.35
=
RM RM
7.94 321.78
RM
321.78
/
5.00 M
=
RM
64.36
RM
4.44
= =
RM RM
5.10 73.89
=
RM
11.08
= Take
RM RM
84.98 85.00
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 RM
100.00 250.00
Productivity Per Day Machinery Cost Per M
: :
RM
56 250.00
M /
56
=
=
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
Day @
RM
35.00
Per day
= =
RM RM
70.00 287.00
1
Total Productivity Per Day Workmen Cost Per M
: :
RM
56 287.00
M /
56 Raw cost Per M
ADD :
P&O Rate Per M
Road Sign
:
15%
ROAD FURNITURES MAINTENANCE OF SIGNS Installation of New Sign Item d Page35 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 A) Material i)
M.S. post (supply price) : :
ii) Concrete footing 0.80 x 2.00
:
iii) Excavation 0.80 x
: 2.00
iv) Cost (per M)
:
RM RM
20.00 20.00
/
M x
6.30 M
=
RM
126.00
x
0.75
@
RM
###
=
RM
259.82
x
0.75
@
RM
7.35
=
RM RM
8.82 394.64
RM
394.64
/
6.30 M
=
RM
62.64
RM
5.25
= =
RM RM
6.03 73.92
=
RM
11.09
= Take
RM RM
85.01 85.00
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 RM
100.00 250.00
Productivity Per Day Machinery Cost Per M
: :
RM
48 250.00
M /
48
=
=
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
Day @
RM
35.00
Per day
= =
RM RM
70.00 287.00
1
Total Productivity Per Day Workmen Cost Per M
: :
RM
48 287.00
M /
48 Raw cost Per M
ADD :
P&O Rate Per M
Road Sign
:
15%
ROAD FURNITURES MAINTENANCE OF SIGNS Installation of New Sign Item e Page35 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 A) Material i)
M.S. post (supply price) : :
ii) Concrete footing 0.80 x 2.00
:
iii) Excavation 0.80 x
: 2.00
iv) Cost (per M)
:
RM RM
23.00 23.00
/
M x
6.30 M
=
RM
144.90
x
0.75
@
RM
###
=
RM
259.82
x
0.75
@
RM
7.35
=
RM RM
8.82 413.54
RM
413.54
/
6.30 M
=
RM
65.64
RM
5.88
= =
RM RM
6.75 78.28
=
RM
11.74
= Take
RM RM
90.02 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, oxy-cutter, crowbar, pickaxe and hammer) : Allow sum Per day = RM RM
100.00 250.00
Productivity Per Day Machinery Cost Per M
: :
RM
43 250.00
M /
43
=
=
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
Day @
RM
35.00
Per day
= =
RM RM
70.00 287.00
1
Total Productivity Per Day Workmen Cost Per M
: :
RM
43 287.00
M /
43 Raw cost Per M
ADD :
P&O Rate Per M
Road Sign
:
15%
ROAD FURNITURES MAINTENANCE OF SIGNS Installation of New Sign Item f Page35 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 A) Material i)
M.S. post (supply price) : :
ii) Concrete footing 0.90 x 2.00
:
iii) Excavation 0.90 x
: 2.00
iv) Cost (per M)
:
RM RM
25.00 25.00
/
M x
8.00 M
=
RM
200.00
x
0.90
@
RM
###
=
RM
350.76
x
0.90
@
RM
7.35
=
RM RM
11.91 562.67
RM
562.67
/
8.00 M
=
RM
70.33
RM
5.72
= =
RM RM
6.57 82.62
=
RM
12.39
= Take
RM RM
95.02 95.00
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 RM
100.00 250.00
Productivity Per Day Machinery Cost Per M
: :
RM
44 250.00
M /
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) General worker : 2 x 1
Day @
RM
35.00
Per day
= =
RM RM
70.00 287.00
Total Productivity Per Day Workmen Cost Per M
: :
RM
44 287.00
M /
44 Raw cost Per M
ADD :
P&O Rate Per M
Road Sign
:
15%
ROAD FURNITURES MAINTENANCE OF SIGNS Installation of New Sign
Item g(I) Page35
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 A) Material i)
Sign plate (supply price / No.) :
=
RM
300.00
RM
51.02
= =
RM RM
66.33 417.35
=
RM
62.60
= Take
RM RM
479.95 480.00
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 RM
100.00 250.00
Productivity Per Day : Machinery Cost Per No. :
RM
5 250.00
Nos /
5
=
=
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
Day @
RM
35.00
Per day
= =
RM RM
70.00 325.00
1
Total Productivity Per Day Workmen Cost Per No.
: :
RM
5 325.00
Nos. /
5 Raw cost Per No.
ADD :
P&O Rate Per No.
Road Sign
:
15%
ROAD FURNITURES MAINTENANCE OF SIGNS Installation of New Sign
Item g(ii) Page35
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 A) Material i)
Sign plate (supply price / M2) :
=
RM
539.50
RM
42.62
= =
RM RM
26.64 608.76
=
RM
91.31
= Take
RM RM
700.08 700.00
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
=
RM
270.00
iii) Miscellaneous items (Temporary traffic signs, oxy-cutter, crowbar, pickaxe and hammer) : Allow sum Per day = RM RM
100.00 520.00
ii) Backhoe : 1 x
1
Day @
Productivity Per Day : Machinery Cost Per M2 :
RM
RM
270.00
12 520.00
Per day
M2 /
12
=
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
Day @
RM
35.00
Per day
= =
RM RM
70.00 325.00
1
Total Productivity Per Day Workmen Cost Per M2
: :
RM
12 325.00
M2 /
12 Raw cost Per M2
ADD :
P&O Rate Per M2
Road Sign
:
15%
ROAD FURNITURES MAINTENANCE OF SIGNS Installation of New Sign Item h(I) Page35 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 A) Material i)
Sign plate (supply price / No.) :
=
RM
250.00
RM
34.97
= =
RM RM
45.45 330.42
=
RM
49.56
= Take
RM RM
379.98 380.00
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 RM
100.00 250.00
Productivity Per Day : Machinery Cost Per No. :
RM
7 250.00
Nos. /
7
=
=
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
Day @
RM
35.00
Per day
= =
RM RM
70.00 325.00
1
Total Productivity Per Day Workmen Cost Per No.
: :
RM
7 325.00
Nos. /
7 Raw cost Per No.
ADD :
P&O Rate Per No.
Road Sign
:
15%
ROAD FURNITURES MAINTENANCE OF SIGNS Installation of New Sign Item h(ii) Page35 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 A) Material i)
Sign plate (supply price / M2) :
=
RM
479.50
RM
58.10
=
RM RM
36.31 573.91
=
RM
86.09
= Take
RM RM
660.00 660.00
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
=
RM
270.00
iii) Miscellaneous items (Temporary traffic signs, oxy-cutter, crowbar, pickaxe and hammer) : Allow sum Per day = RM RM
100.00 520.00
ii) Backhoe : 1 x
1
Day @
Productivity Per Day : Machinery Cost Per M2 :
RM
RM
270.00
9 520.00
Per day
M2 /
9
=
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
Day @
RM
35.00
Per day
= =
RM RM
70.00 325.00
1
Total Productivity Per Day Workmen Cost Per M2
: :
RM
9 325.00
M2 /
9
= Raw cost Per M2
ADD :
P&O Rate Per M2
Road Sign
:
15%
ROAD FURNITURES MAINTENANCE OF SIGNS Repair and Adjustment of Existing Sign Item a Page36 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 A) Material i)
Mounting bracket, clips and U-bolts (supply price / Set)
=
RM
19.30
= =
RM RM
51.17 70.47
=
RM
10.57
= Take
RM RM
81.03 81.00
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
RM
100.00
=
RM
65.00
=
RM RM
190.00 505.00
ii) Miscellaneous items (Temporary traffic signs, power drill tools & fitting equipments) : Allow sum Per day = C) Workmen i)
Ganger : 1 x
1
Day @
RM
65.00
Per day
ii) General worker : 5 x 1
Day @
RM
38.00
Per day Total
Productivity Per Day Workmen Cost Per No.
: :
RM
10 505.00
Nos. /
10 Raw cost Per No.
ADD :
P&O Rate Per No.
Road Sign
:
15%
ROAD FURNITURES MAINTENANCE OF SIGNS Repair and Adjustment of Existing Sign Item b Page36 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 A) Material i)
Mounting bracket, clips and U-bolts (supply price / Set)
=
RM
30.00
= =
RM RM
109.31 139.31
=
RM
20.90
= Take
RM RM
160.20 160.00
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
RM
100.00
=
RM
65.00
=
RM RM
190.00 505.00
ii) Miscellaneous items (Temporary traffic signs, power drill tools & fitting equipments) : Allow sum Per day = C) Workmen i)
Ganger : 1 x
1
Day @
RM
65.00
Per day
ii) General worker : 5 x 1
Day @
RM
38.00
Per day Total
Productivity Per Day Workmen Cost Per No.
: :
RM
5 505.00
Nos. /
5 Raw cost Per No.
ADD :
P&O Rate Per No.
Road Sign
:
15%
ROAD FURNITURES MAINTENANCE OF SIGNS Repair andand Adjustment Existing Sign of sign panel, and reinstall existing Directional Item c Page36 Dismantle repair theof dented portion and Information signboard panels of size not exceeding 1.0 m2 inclusive of new mounting, clips, U-bolts and other incidentals necessary A) Material i)
Mounting bracket, clips and U-bolts (supply price / Set)
=
RM
20.00
= =
RM RM
66.98 86.98
=
RM
13.05
= Take
RM RM
100.02 100.00
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
RM
100.00
=
RM
65.00
=
RM RM
190.00 505.00
ii) Miscellaneous items (Temporary traffic signs, power drill tools & fitting equipments) : Allow sum Per day = C) Workmen i)
Ganger : 1 x
1
Day @
RM
65.00
Per day
ii) General worker : 5 x 1
Day @
RM
38.00
Per day Total
Productivity Per Day Workmen Cost Per No.
: :
RM
8 505.00
Nos. /
8 Raw cost Per No.
ADD :
P&O Rate Per No.
Road Sign
:
15%
ROAD FURNITURES MAINTENANCE OF SIGNS Repair and Adjustment of Existing Sign Item d Page36 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 A) Material i)
Mounting bracket, clips and U-bolts (supply price / Set)
=
RM
30.00
= =
RM RM
144.17 174.17
=
RM
26.13
= Take
RM RM
200.29 200.00
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
RM
100.00
=
RM
65.00
=
RM RM
266.00 581.00
ii) Miscellaneous items (Temporary traffic signs, power drill tools & fitting equipments) : Allow sum Per day = C) Workmen i)
Ganger : 1 x
1
Day @
RM
65.00
Per day
ii) General worker : 7 x 1
Day @
RM
38.00
Per day Total
Productivity Per Day Workmen Cost Per No.
: :
RM
4 581.00
Nos. /
4 Raw cost Per No.
ADD :
P&O Rate Per No.
Road Sign
:
15%
ROAD FURNITURES MAINTENANCE OF SIGNS Repair and Adjustment of Existing Sign Item e Page36 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 A) Material i)
Mounting bracket, clips and U-bolts (supply price / Set)
=
RM
50.00
= =
RM RM
211.27 261.27
=
RM
39.19
= Take
RM RM
300.46 300.00
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
RM
100.00
=
RM
65.00
=
RM RM
266.00 581.00
ii) Miscellaneous items (Temporary traffic signs, power drill tools & fitting equipments) : Allow sum Per day = C) Workmen i)
Ganger : 1 x
1
Day @
RM
65.00
Per day
ii) General worker : 7 x 1
Day @
RM
38.00
Per day Total
Productivity Per Day Workmen Cost Per No.
: :
RM
3 581.00
Nos. /
3 Raw cost Per No.
ADD :
P&O Rate Per No.
Road Sign
:
15%
ROAD FURNITURES MAINTENANCE OF SIGNS Repair and Adjustment of Existing Sign Item f Page36 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 A) Material i)
Mounting bracket, clips and U-bolts (supply price / Set)
=
RM
70.00
= =
RM RM
234.27 304.27
=
RM
45.64
= Take
RM RM
349.92 350.00
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
RM
100.00
=
RM
65.00
=
RM RM
266.00 581.00
ii) Miscellaneous items (Temporary traffic signs, power drill tools & fitting equipments) : Allow sum Per day = C) Workmen i)
Ganger : 1 x
1
Day @
RM
65.00
Per day
ii) General worker : 7 x 1
Day @
RM
38.00
Per day Total
Productivity Per Day Workmen Cost Per No.
: :
RM
2 581.00
Nos. /
2 Raw cost Per No.
ADD :
P&O Rate Per No.
Road Sign
:
15%
ROAD FURNITURES MAINTENANCE OF SIGNS Repair and Adjustment of Existing Sign Item g Page36 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, Ubolts and other incidentals necessary A) Material i)
Mounting bracket, clips and U-bolts (supply price / Set)
=
RM
90.00
= =
RM RM
284.80 374.80
=
RM
56.22
= Take
RM RM
431.02 431.00
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
RM
100.00
=
RM
65.00
=
RM RM
266.00 581.00
ii) Miscellaneous items (Temporary traffic signs, power drill tools & fitting equipments) : Allow sum Per day = C) Workmen i)
Ganger : 1 x
1
Day @
RM
65.00
Per day
ii) General worker : 7 x 1
Day @
RM
38.00
Per day Total
Productivity Per Day Workmen Cost Per No.
: :
RM
2 581.00
Nos. /
2 Raw cost Per No.
ADD :
P&O Rate Per No.
:
15%
.
Road Sign
Road Sign
Road Sign
Road Sign
Road Sign
Road Sign
Road Sign
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Road Sign
Road Sign
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Road Sign
ROAD FURNITURES MAINTENANCE OF KILOMETER POSTS Replacement / Install of Kilometer Posts Item a Page 37 Provide everything necessary for dismantle, remove and dispose the damaged existing Kilometre 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
1 Day
@
RM
100.00 per day
= RM
100.00
per day
= RM
100.00
ii) Jackhammer : 1
x
iii) Miscellaneous items (Temporary traffic signs, cleaning tools and equipments) Allow sum : C) Workmen i) Ganger : 1
x
1 Day
@
RM
65.00 per day
= RM
65.00
1 Day
@
RM
38.00 per day
= RM RM
190.00 605.00
ii) General worker 5
x
Productivity Per day : Workmen Cost Per No. :
2 Nos 605.00 /
RM
2 Raw cost per No.
ADD :
P&O
:
15%
Rate Per No. Take
Kilometer Post
= RM = RM
273.76 573.76
= RM
86.06
= RM RM
659.82 660.00
ROAD FURNITURES MAINTENANCE OF KILOMETER POSTS Replacement / Install of Kilometer Posts Item b Page 37 Provide 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
1 Day
@
RM
100.00 per day
=
RM
100.00
per day
=
RM
100.00
ii) Jackhammer : 1
x
iii) Miscellaneous items (Temporary traffic signs, cleaning tools and equipments) Allow sum : C) Workmen I) Ganger : 1
x
1 Day
@
RM
65.00 per day
=
RM
65.00
1 Day
@
RM
38.00 per day
=
RM RM
190.00 605.00
ii) General worker 5
x
Productivity Per day : Workmen Cost Per No. :
3 Nos 605.00 /
RM
3 Raw cost per No.
ADD :
P&O
:
15%
Rate Per No. Take
Kilometer Post
= RM = RM
182.78 382.78
= RM
57.42
= RM RM
440.20 440.00
ROAD FURNITURES MAINTENANCE OF DELINATOR POSTS Replacement of Existing Delinator Posts Remove, dismantle and dispose the damaged delineator post
Item a Page 38
A) Machinery I)
Pick-up truck (3.0T) for carrying materials, workers and tools : 1
ii)
x
1
Day
@
RM
150.00 per day
=
RM
150.00
=
RM
80.00
= =
RM
152.00 382.00
Miscellaneous items (Temporary traffic signs, cleaning tools and equipments) Allow sum :
B) Workmen I)
General worker 4
x
1
Day
Productivity Per day : Workmen Cost Per No. :
@
RM
55 Nos 382.00 /
RM
38.00 per day Total
55 Raw cost per No.
ADD :
P&O
:
15%
Rate Per No. Take
Delineator Post
= RM = RM
6.95 6.95
= RM
1.04
RM
7.99
RM
8.00
ROAD FURNITURES MAINTENANCE OF DELINATOR POSTS Replacement of Existing Delinator Posts Item b Page 38 Supply and install new 36" Type 2 (Flat top - SH236SMA) flexible delineator post complete with anchor to replace the existing damaged or missing post 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
ii)
x
1
Day
@
RM
150.00 per day
=
RM
150.00
=
RM
100.00
Miscellaneous items (Temporary traffic signs, cleaning tools and equipments) Allow sum :
C) Workmen I)
Ganger : 1
I)
x
1
Day
@
RM
65.00 per day
=
RM
65.00
x
1
Day
@
RM
38.00 per day Total
= =
RM RM
152.00 467.00
Raw cost per No.
= =
RM RM
14.15 139.15
=
RM
20.87
=
RM
160.02
RM
160.00
General worker 4
Productivity Per day : Workmen Cost Per No. :
ADD :
33 Nos 467.00 /
RM
P&O
:
33
15%
Rate Per No. Take
Delineator Post
ROAD FURNITURES MAINTENANCE OF DELINATOR POSTS Replacement of Existing Delinator Posts Supply and install new reflector strips complete with bolts and nuts to replace the missing and damaged existing delinator strips
Item c Page 38
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
ii)
x
1 Day
@
RM
150.00 per day
=
RM
150.00
=
RM
80.00
= =
RM RM
114.00 344.00
Raw cost per No.
= =
RM RM
5.96 10.96
=
RM
1.64
=
RM
12.61
RM
12.60
Miscellaneous items (Temporary traffic signs, cleaning tools and equipments) Allow sum :
C) Workmen I)
General worker 3
x
1 Day
Productivity Per day : Workmen Cost Per No. :
ADD :
@
58 Nos 344.00 /
RM
P&O
RM
:
38.00 per day Total
58
15%
Rate Per No. Take
Delineator Post
ROAD FURNITURES MAINTENANCE OF DELINATOR POSTS Installation 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
ii)
x
1
Day
@
RM
150.00 per day
=
RM
150.00
Per day =
RM
80.00
Miscellaneous items (Temporary traffic signs, cleaning tools and equipments) Allow sum :
C) Workmen I)
Ganger : 1
I)
x
1
Day
@
RM
65.00 per day
=
RM
65.00
x
1
Day
@
RM
38.00 per day Total
= =
RM RM
152.00 447.00
Raw cost per No.
= =
RM RM
8.78 26.98
=
RM
4.05
=
RM
31.03
RM
31.00
General worker 4
Productivity Per day : Workmen Cost Per No. :
ADD :
51 Nos 447.00 /
RM
P&O
:
51
15%
Rate Per No. Take
Delineator Post
ROAD FURNITURES MAINTENANCE OF DELINATOR POSTS Installation of New Posts and Reflector Units Supply and install new delineator timber post
Item e Page 38
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
ii)
x
1
Day
@
RM
150.00 per day
=
RM
150.00
Per day =
RM
80.00
Miscellaneous items (Temporary traffic signs, cleaning tools and equipments) Allow sum :
C) Workmen I)
Ganger : 1
I)
x
1
Day
@
RM
65.00 per day
=
RM
65.00
x
1
Day
@
RM
38.00 per day Total
= =
RM RM
152.00 447.00
Raw cost per No.
= =
RM RM
8.78 26.98
=
RM
4.05
=
RM
31.03
RM
31.00
General worker 4
Productivity Per day : Workmen Cost Per No. :
ADD :
51 Nos 447.00 /
RM
P&O
:
51
15%
Rate Per No. Take
Delineator Post
ROAD FURNITURES MAINTENANCE OF DELINATOR POSTS Installation of New Posts and Reflector Units Item f Page 38 Supply 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
ii)
x
1
Day
@
RM
150.00 per day
=
RM
150.00
Per day =
RM
100.00
Miscellaneous items (Temporary traffic signs, cleaning tools and equipments) Allow sum :
C) Workmen I)
Ganger : 1
I)
x
1
Day
@
RM
65.00 per day
=
RM
65.00
x
1
Day
@
RM
38.00 per day Total
= =
RM RM
152.00 467.00
Raw cost per No.
= =
RM RM
8.93 133.93
=
RM
20.09
=
RM
154.02
RM
154.00
General worker 4
Productivity Per day : Workmen Cost Per No. :
ADD :
52 Nos 467.00 /
RM
P&O
:
52
15%
Rate Per No. Take
Delineator Post
ROAD FURNITURES MAINTENANCE OF DELINATOR POSTS Installation of New Posts and Reflector Units Supply and install new delineator strips complete with bolts, nuts and fittings
Item g Page 38
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
ii)
x
1
Day
@
RM
150.00 per day
=
RM
150.00
Per day =
RM
80.00
Miscellaneous items (Temporary traffic signs, cleaning tools and equipments) Allow sum :
C) Workmen I)
Ganger : 1
I)
x
1
Day
@
RM
65.00 per day
=
RM
65.00
x
1
Day
@
RM
38.00 per day Total
= =
RM RM
114.00 409.00
Raw cost per No.
= =
RM RM
5.45 10.45
=
RM
1.57
=
RM
12.02
RM
12.00
General worker 3
Productivity Per day : Workmen Cost Per No. :
ADD :
75 Nos 409.00 /
RM
P&O
:
75
15%
Rate Per No. Take
Delineator Post
ROAD FURNITURES MISCELLANEOUS Hidro Cell Item a Page39 Supply 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 ADD :
= P&O :
15%
Rate Per No. Take
Misc
= RM
22,851.00
= RM
3,427.65
= RM
26,278.65
RM
26,278.00
ROAD FURNITURES MISCELLANEOUS Hidro Cell Provide everything necessary for refilling fluid in the Hidro cell cluster
Item b Page39
A) Machinery I) Water pump (3" dia.) 1 x
1 Day
@
RM
100.00 per day = RM
100.00
RM
50.00
150.00 per day = RM RM
150.00 300.00
ii) Miscellaneous Allow sum : iii) Pick-up truck c/w water tank 1 x 1 Day Productivity Per Day Machinery Cost Per No
: :
RM
@
RM
1 No 300.00 /
1
RM
352.94
= RM
131.90
= RM
484.84
= RM
72.73
= RM
557.57
RM
557.00
B) Workmen I) Ganger 1
x
1 Day
@
RM
65.00 per day =RM
65.00
x
1 Day
@
RM
38.00 per day =RM Total =RM
76.00 141.00
ii) General worker 2
Productivity Per day Workmen Cost Per No.
: :
RM
1 Nos 141.00 /
1 Raw cost per No.
ADD :
P&O :
15%
Rate Per No. Take
Misc
Item a, page 29
Machinery. i)
ii)
Pick-up truck (3.0T) for carring,materials, workers and tools : 1 x 1 Day @ RM 150.00
Per day
=
RM
150.00
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
= Total =
RM RM
100.00 770.00
iv) Miscellaneous items (e.g. oxy-cutter,crowbar, hammer and hardware tools): Allow sum (per day)
Productivity Per Day Machinery Cost Per M B)
: : RM
91 770.00
M /
91
= RM
8.51
Workmen i)
ii)
Ganger : 1
x
1 Day
@
RM
65.00
Per day
=
RM
65.00
General Worker : 5 x
1 Day
@
RM
38.00
Per day
=
RM RM
190.00 255.00
Productivity Per Day Workmen Cost Per M
: : RM
91 255.00
M /
91 Row cost Per M
ADD:
P& O
:
15%
Rate Per M Take
Guard Rails
= RM
2.82
= RM
11.33
= RM
1.70
= RM RM
13.02 13.00
ROAD FURNITURES MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Remove, Dismantle and Replace of Damaged Components Removal, dismantle and dispose the damaged End Wing or Fish Tail (Terminal end Type 1) A)
Machinery. I)
ii)
Pick-up truck (3.0T) for carring,materials, workers and tools : 1 x 1 Day @ RM 150.00
Per day
Miscellaneous items (e.g. oxy-cutter,crowbar, hammer and hardware tools): Allow sum (per day)
Productivity Per Day Machinery Cost Per NO B)
Item b i, page 29
: :
RM
33 250.00
NO /
33
=
RM
150.00
= Total =
RM RM
100.00 250.00
= RM
7.69
Workmen I)
ii)
Ganger : 1
x
1
Day
@
RM
65.00
Per day
=
RM
65.00
General Worker : 4 x
1
Day
@
RM
38.00
Per day
=
RM RM
152.00 217.00
NO /
33
Productivity Per Day Workmen Cost Per NO
: : RM
33 217.00
Row cost Per NO ADD:
P& O :
15%
Rate Per NO. Take
Guard Rails
= RM
6.68
= RM
14.37
= RM
2.16
= RM RM
16.52 16.50
ROAD FURNITURES MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Remove, Dismantle and Replace of Damaged Components Removal, dismantle and dispose the damaged Terminal Anchorage Unit Type 2) A)
Machinery. I)
ii)
Pick-up truck (3.0T) for carring,materials, workers and tools : 1 x 1 Day @ RM 150.00
Per day
Miscellaneous items (e.g. oxy-cutter,crowbar, hammer and hardware tools): Allow sum (per day)
Productivity Per Day Machinery Cost Per NO B)
Item b ii, page 29
: : RM
17 250.00
NO /
17
=
RM
150.00
= Total =
RM RM
100.00 250.00
= RM
14.71
Workmen I)
ii)
Ganger : 1
x
1
Day
@
RM
65.00
Per day
=
RM
65.00
General Worker : 4 x
1
Day
@
RM
38.00
Per day
=
RM RM
152.00 217.00
NO /
17
Productivity Per Day Workmen Cost Per NO
: : RM
17 217.00
Row cost Per NO ADD:
P& O :
15%
Rate Per NO. Take
Guard Rails
= RM
12.76
= RM
27.47
= RM
4.12
= RM RM
31.59 31.50
ROAD FURNITURES MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Remove, Dismantle and Replace of Damaged Components Removal, dismantle and dispose the damaged 90 degrees Twist Unit Type 3 A)
Machinery. I)
ii)
Pick-up truck (3.0T) for carring,materials, workers and tools : 1 x 1 Day @ RM 150.00
Per day
Miscellaneous items (e.g. oxy-cutter,crowbar, hammer and hardware tools): Allow sum (per day)
Productivity Per Day Machinery Cost Per NO B)
Item b iii, page 29
: : RM
17 250.00
NO /
17
=
RM
150.00
= Total =
RM RM
100.00 250.00
= RM
14.71
Workmen I)
ii)
Ganger : 1
x
1
Day
@
RM
65.00
Per day
=
RM
65.00
General Worker : 4 x
1
Day
@
RM
38.00
Per day
=
RM RM
152.00 217.00
NO /
17
Productivity Per Day Workmen Cost Per NO
: : RM
17 217.00
Row cost Per NO ADD:
P& O :
15%
Rate Per NO. Take
Guard Rails
= RM
12.76
= RM
27.47
= RM
4.12
= RM RM
31.59 31.50
ROAD FURNITURES MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Remove, Dismantle and Replace of Damaged Components Removal, dismantle and dispose the damaged Terminal 1 : 6 / Sloping End Unit Type 4 A)
Machinery. I)
ii)
Pick-up truck (3.0T) for carring,materials, workers and tools : 1 x 1 Day @ RM 150.00
Per day
Miscellaneous items (e.g. oxy-cutter,crowbar, hammer and hardware tools): Allow sum (per day)
Productivity Per Day Machinery Cost Per NO B)
Item b iv, page 29
: : RM
17 250.00
NO /
17
=
RM
150.00
= Total =
RM RM
100.00 250.00
= RM
14.71
Workmen I)
ii)
Ganger : 1
x
1
Day
@
RM
65.00
Per day
=
RM
65.00
General Worker : 4 x
1
Day
@
RM
38.00
Per day
=
RM RM
152.00 217.00
NO /
17
Productivity Per Day Workmen Cost Per NO
: : RM
17 217.00
Row cost Per NO ADD:
P& O :
15%
Rate Per NO. Take
Guard Rails
= RM
12.76
= RM
27.47
= RM
4.12
= RM RM
31.59 31.50
ROAD FURNITURES MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Remove, Dismantle and Replace of Damaged Components Removal, dismantle and dispose the damaged guardrail post A)
Item c, page 29
Machinery. I)
ii)
Pick-up truck (3.0T) for carring,materials, workers and tools : 1 x 1 Day @ RM 150.00
Per day
=
RM
150.00
Backhoe : 1
Per day
=
RM
270.00
= Total =
RM RM
100.00 520.00
x
1
Day
@
RM
270.00
iii) Miscellaneous items (e.g. oxy-cutter,crowbar, hammer and hardware tools): Allow sum (per day)
Productivity Per Day Machinery Cost Per NO B)
: :
RM
27 520.00
NO /
27
= RM
19.40
Workmen I)
ii)
Ganger : 1
x
1
Day
@
RM
65.00
Per day
=
RM
65.00
General Worker : 3 x
1
Day
@
RM
38.00
Per day
=
RM RM
114.00 179.00
NO /
27
Productivity Per Day Workmen Cost Per NO
: :
RM
27 179.00
Row cost Per NO ADD:
P& O :
15%
Rate Per NO. Take
Guard Rails
= RM
6.68
= RM
26.08
= RM
3.91
= RM RM
29.99 30.00
ROAD FURNITURE MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Remove, Dismantle and Replace of Damaged Components Dismantle and removed existing damaged nose yellow A)
Machinery. I)
ii)
Backhoe 1
x
1
Day
@
RM
270.00
Per day
Miscellaneous Allow sum (per day)
iii) Pick-up truck (3.0T) for carrying, materials, workers and tools : 1 x 1 Day @ RM 280.00
Productivity Per Day Machinery Cost Per NO B)
Item d, page 29
: : RM
6 700.00
NO /
6
Per day
=
RM
270.00
=
RM
150.00
= Total =
RM RM
280.00 700.00
= RM
114.27
Workmen I)
ii)
Ganger : 1
x
1
Day
@
RM
65.00
Per day
=
RM
65.00
General Worker : 3 x
1
Day
@
RM
38.00
Per day
=
RM RM
114.00 179.00
NO /
6
Productivity Per Day Workmen Cost Per NO
: : RM
6 179.00
Row cost Per NO ADD:
P& O :
15%
Rate Per NO. Take
Guard Rails
= RM
29.22
= RM
143.49
= RM
21.52
= RM RM
165.01 165.00
ROAD FURNITURE MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Remove, Dismantle and Replace of Damaged Components Dismantle and removed existing damaged cartridge A)
Machinery. I)
ii)
Backhoe 1
x
1
Day
@
RM
270.00
Per day
Miscellaneous Allow sum (per day)
iii) Pick-up truck (3.0T) for carrying, materials, workers and tools : 1 x 1 Day @ RM 150.00
Productivity Per Day Machinery Cost Per NO B)
Item e, page 29
: : RM
3 570.00
NO /
3
Per day
=
RM
270.00
=
RM
150.00
= Total =
RM RM
150.00 570.00
=
RM
165.46
=
RM
51.96
=
RM
217.42
=
RM
32.61
=
RM RM
250.03 250.00
Workmen I)
ii)
Ganger : 1
x
1
Day
@
RM
65.00
Per day
=
RM
65.00
General Worker : 3 x
1
Day
@
RM
38.00
Per day
=
RM RM
114.00 179.00
NO /
3
Productivity Per Day Workmen Cost Per NO
: : RM
3 179.00
Row cost Per NO ADD:
P& O :
15%
Rate Per NO. Take
Guard Rails
ROAD FURNITURE MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Remove, Dismantle and Replace of Damaged Components Dismantle and removed existing beam panel A)
Machinery. I)
ii)
Backhoe 1
x
1
Day
@
RM
270.00
Per day
Miscellaneous Allow sum (per day)
iii) Pick-up truck (3.0T) for carrying, materials, workers and tools : 1 x 1 Day @ RM 150.00
Productivity Per Day Machinery Cost Per NO B)
Item f, page 29
: : RM
5 570.00
NO /
5
Per day
=
RM
270.00
=
RM
150.00
= Total =
RM RM
150.00 570.00
= RM
109.20
Workmen I)
ii)
Ganger : 1
x
1
Day
@
RM
65.00
Per day
=
RM
65.00
General Worker : 3 x
1
Day
@
RM
38.00
Per day
=
RM RM
114.00 179.00
NO /
5
Productivity Per Day Workmen Cost Per NO
: : RM
5 179.00
Row cost Per NO ADD:
P& O : Rate Per NO.
Guard Rails
15%
= RM
34.29
= RM
143.49
= RM
21.52
= RM Take RM
165.01 165.00
ROAD FURNITURES MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Realigning of existing (line & level) Item g, page 29 Realign and straighten the line of existing guardrail including correct the level and verticality position of existing guardrail post. A)
Machinery. I)
ii)
Pick-up truck (3.0T) for carring,materials, workers and tools : 1 x 1 Day @ RM 150.00
Per day
=
RM
150.00
Hydraulic jack 1 x
iii) Backhoe : 1
x
Productivity Per Day Machinery Cost Per M B)
1
Day
@
RM
100.00
Per day
=
RM
100.00
1
Day
@
RM
270.00
Per day
= Total =
RM RM
270.00 520.00
M /
97
: :
RM
97 520.00
= RM
5.36
Workmen I)
ii)
Ganger : 1
x
1
Day
@
RM
65.00
Per day
=
RM
65.00
General Worker : 5 x
1
Day
@
RM
38.00
Per day
=
RM RM
190.00 255.00
M /
97
Productivity Per Day Workmen Cost Per M
: :
RM
97 255.00
Row cost Per M ADD:
P& O :
15%
Rate Per M Take
Guard Rails
= RM
2.63
= RM
7.99
= RM
1.20
= RM RM
9.19 9.20
ROAD FURNITURES MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Realigning of existing (line & level) Supply and replace missing delinator piece on guardrail A)
Material I)
B)
Item h, page 29
G.I strip, c/w, clip, washer, bolt and nuts (supply price/Set)
= RM
Machinery I)
Pick-up truck (3.0T) for carrying materials, workers , tools and equipments : 1
ii)
x
1 Day
@
RM
150.00 per day
=
RM
150.00
=
RM
80.00
=
RM RM
114 344.00
Miscellaneous items (Temporary traffic signs, cleaning tools and equipments) Allow sum :
C)
5.00
Workmen I)
General worker 3
x
1 Day
@
RM
38.00 per day Total
Productivity Per day Workmen Cost Per No.
: :
RM
43 344.00
NO /
43 Raw cost per No.
ADD :
P&O :
15%
Rate Per No. Take
Guard Rails
= RM
8.06
= RM
13.06
= RM
1.96
= RM RM
15.01 15.00
ROAD FURNITURES MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Installation of New Sections Supply and install galvanised new guardrail beams A)
Material I)
Guardrail (supply price/M)
:
= RM
35.00
ii)
Transportation(per M)
:
RM
10.00
iii) Material cost (per M) B)
:
= RM
45.00
Machinery. I)
ii)
Pick-up truck (3.0T) for carrying, materials, workers and tools : 1 x 1 Day @ RM 150.00
Per day
Miscellaneous items (e.g. oxy-cutter, crowbar, hammer and hardware tools): Allow sum (per day) Total
Productivity Per Day Machinery Cost Per M C)
Item a, page 30
: :
RM
71 250.00
M /
71
=
RM
150.00
= =
RM RM
100.00 250.00
= RM
3.55
Workmen I)
ii)
Ganger : 1
x
1
Day
@
RM
65.00
Per day
=
RM
65.00
General Worker : 5 x
1
Day
@
RM
38.00
Per day
=
RM RM
190.00 255.00
M /
71
Productivity Per Day Workmen Cost Per M
: :
RM
71 255.00
Row cost Per M ADD:
P& O :
15%
Rate Per M Take
Guard Rails
= RM
3.62
= RM
52.16
= RM
7.82
= RM RM
59.99 60.00
ROAD FURNITURE MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Installation of New Sections Supply and install galvanised End wing or Fish Tail (Terminal unitType 1) A)
Material I)
Terminal End Type l (supply price/No)
= RM
58.00
ii)
Transportation(per No)
= RM
5.00
:
iii) Material cost (per No) : B)
:
= RM
63.00
Machinery. I)
ii)
Pick-up truck (3.0T) for carrying, materials, tools and equipments : 1 x 1 Day @ RM 150.00
Per day
Miscellaneous items (e.g. oxy-cutter, crowbar, hammer and hardware tools): Allow sum (per day)
Productivity Per Day Machinery Cost Per No C)
Item b i, page 30
: :
RM
29 250.00
NO /
29
=
RM
150.00
= Total =
RM RM
100.00 250.00
= RM
8.68
Workmen I)
ii)
Ganger : 1
x
1
Day
@
RM
65.00
Per day
=
RM
65.00
General Worker : 5 x
1
Day
@
RM
38.00
Per day
=
RM RM
190.00 255.00
NO /
29
Productivity Per Day Workmen Cost Per No
: :
RM
29 190.00
Row cost Per No ADD:
P& O :
15%
Rate Per NO. Take
Guard Rails
= RM
6.60
= RM
78.28
= RM
11.74
= RM RM
90.02 90.00
ROAD FURNITURE MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Installation of New Sections Supply and install galvanised Terminal anchorage unit Type 2 A)
Material i)
Terminal anchorage unit Type 2 (supply price/No)
= RM
380.00
ii)
Transportation(per No)
= RM
5.00
:
iii) Material cost (per No) : B)
:
= RM
385.00
Machinery. I)
ii)
Pick-up truck (3.0T) for carrying, materials, tools and equipments : 1 x 1 Day @ RM 150.00
Per day
Miscellaneous items (e.g. oxy-cutter, crowbar, hammer and hardware tools): Allow sum (per day)
Productivity Per Day Machinery Cost Per No C)
Item b ii, page 30
: :
RM
80 250.00
NO /
80
=
RM
150.00
= Total =
RM RM
100.00 250.00
= RM
3.13
Workmen I)
ii)
Ganger : 1
x
1
Day
@
RM
65.00
Per day
=
RM
65.00
General Worker : 5 x
1
Day
@
RM
38.00
Per day
=
RM RM
190.00 255.00
NO /
80
Productivity Per Day Workmen Cost Per No
: :
RM
80 255.00
Row cost Per No ADD:
P& O :
15%
Rate Per NO. Take
Guard Rails
= RM
3.19
= RM
391.31
= RM
58.70
= RM RM
450.01 450.00
ROAD FURNITURE MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Installation of New Sections Supply and install galvanised 90 degrees Twist Unit Type 3 A)
Material I)
Twist unit type 3 (supply price/No)
ii)
Transportation(per No)
550.00
RM
5.00
:
= RM
555.00
Machinery. I)
ii)
Pick-up truck (3.0T) for carrying, materials, tools and equipments : 1 x 1 Day @ RM 150.00
Per day
Miscellaneous items (e.g. oxy-cutter, crowbar, hammer and hardware tools): Allow sum (per day)
Productivity Per Day Machinery Cost Per No C)
= RM
:
iii) Material cost (per No) : B)
Item b iii, page 30
: :
RM
9 250.00
NO /
9
=
RM
150.00
= Total =
RM RM
100.00 250.00
= RM
26.60
Workmen I)
ii)
Ganger : 1
x
1
Day
@
RM
65.00
Per day
=
RM
65.00
General Worker : 5 x
1
Day
@
RM
38.00
Per day
=
RM RM
190.00 255.00
NO /
9
Productivity Per Day Workmen Cost Per No
: :
RM
9 255.00
Row cost Per No ADD:
P& O :
15%
Rate Per NO. Take
Guard Rails
= RM
27.13
= RM
608.72
= RM
91.31
= RM RM
700.03 700.00
ROAD FURNITURE MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Installation of New Sections Supply and install galvanised Terminal section 1:6 / Sloping End Type 4 A)
Material I)
Terminal Anchorage Type 4 (supply price/No)
ii)
Transportation(per No)
158.00
RM
5.00
:
= RM
163.00
Machinery. I)
ii)
Pick-up truck (3.0T) for carrying, materials, tools and equipments : 1 x 1 Day @ RM 150.00
Per day
Miscellaneous items (e.g. oxy-cutter, crowbar, hammer and hardware tools): Allow sum (per day)
Productivity Per Day Machinery Cost Per No C)
= RM
:
iii) Material cost (per No) : B)
Item b iv, page 30
: :
RM
14 250.00
NO /
14
=
RM
150.00
= Total =
RM RM
100.00 250.00
= RM
18.32
Workmen I)
ii)
Ganger : 1
x
1
Day
@
RM
65.00
Per day
=
RM
65.00
General Worker : 5 x
1
Day
@
RM
38.00
Per day
=
RM RM
190.00 255.00
NO /
14
Productivity Per Day Workmen Cost Per No
: :
RM
14 255.00
Row cost Per No ADD:
P& O :
15%
Rate Per NO. Take
Guard Rails
= RM
18.68
= RM
200.00
= RM
30.00
= RM RM
230.00 230.00
ROAD FURNITURE MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Installation of New Sections Supply and install galvanised guadrail post complete with packer A)
Material I)
Guardrail post (supply price / No)
ii)
Transportation(per No)
87.00
RM
2.00
:
= RM
89.00
Machinery. I)
ii)
Pick-up truck (3.0T) for carrying, materials, tools and equipments : 1 x 1 Day @ RM 150.00
Per day
=
RM
150.00
Arrow Rammer : 1 x
Per day
=
RM
300.00
= Total =
RM RM
100.00 550.00
1
Day
@
RM
300.00
iii) Miscellaneous items (e.g. oxy-cutter, crowbar, hammer and hardware tools): Allow sum (per day)
Productivity Per Day Machinery Cost Per No C)
= RM
:
iii) Material cost (per No) : B)
Item c, page 30
: :
RM
52 550.00
NO /
52
= RM
10.50
Workmen I)
ii)
Ganger : 1
x
1
Day
@
RM
65.00
Per day
=
RM
65.00
General Worker : 5 x
1
Day
@
RM
38.00
Per day
=
RM RM
190.00 255.00
NO /
52
Productivity Per Day Workmen Cost Per No
: :
RM
52 255.00
Row cost Per No ADD:
P& O :
15%
Rate Per NO. Take
Guard Rails
= RM
4.87
= RM
104.36
= RM
15.65
= RM RM
120.02 120.00
ROAD FURNITURE MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Installation of New Sections Item d, page 30 Supply and replace new yellow nose for the crash cushion inclusive of all necessary preparatory work. I)
Nose Yellow
ADD:
= RM
P& O :
15%
Rate Per NO. Take
Guard Rails
21,090.00
= RM
3,163.50
= RM RM
24,253.50 24,250.00
ROAD FURNITURE MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Installation of New Sections Item e, page 30 Supply and replace new cartridge for the crash cushion inclusive of all necessary preparatory work. A)
Material I)
Cartridge ADD:
= RM P& O :
15%
Rate Per NO. Take
Guard Rails
2,740.00
= RM
411.00
= RM RM
3,151.00 3,150.00
ROAD FURNITURE MAINTENANCE OF GUARDRAIL AND CRASH CUSHION Installation of New Sections Supply and replace new beam panel. A)
Item g, page 30
Material I)
Cartridge ADD:
= RM P& O : Rate Per NO.
Guard Rails
15%
2,892.00
= RM
433.80
= RM Take RM
3,325.80 3,325.00
ROAD FURNITURE MAINTENANCE OF STUDS Reinstallation of existing studs Item a,page 31 To reinstall the missing road stud at existing location with new single - sided Road stud A) Material 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 = Total =
RM RM
100.00 250.00
Productivity Per Day Machinery Cost Per No
: :
RM
55 250.00
No /
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
Day
@
RM
35.00
Per day
=
RM RM
70.00 211.00
1
Productivity Per Day Workmen Cost Per No
ADD:
: :
RM
P& O : Rate Per NO.
Road Stud
55 211.00
No / 55 Row cost Per No 15%
= =
RM RM
3.84 26.08
=
RM
3.91
RM RM
29.99 30.00
= Take
ROAD FURNITURE MAINTENANCE OF STUDS Reinstallation of existing studs Item b,page 31 To reinstall the missing road stud at existing location with new double - sided Road stud A) Material 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 = Total =
RM RM
100.00 250.00
Productivity Per Day Machinery Cost Per No
: :
RM
55 250.00
No /
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
Day
@
RM
35.00
Per day
=
RM RM
70.00 211.00
1
Productivity Per Day Workmen Cost Per No
ADD:
: :
RM
P& O : Rate Per NO.
Road Stud
55 211.00
No /
15%
55 Row cost Per No
= =
RM RM
3.85 31.31
=
RM
4.70
RM RM
36.01 36.00
= Take
ROAD FURNITURE MAINTENANCE OF STUDS Replacement of Existing Studs Item c,page 31 To replace the damaged road stud at existing location with new single - sided Road stud A) Material I) Prismo II Road stud (Supply price / No) : ii) Epoxy in-fill (per no)
=
:
RM
16.20
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 = Total =
RM RM
100.00 250.00
Productivity Per Day Machinery Cost Per No
: :
RM
39 250.00
No /
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
Day
@
RM
35.00
Per day
=
RM RM
70.00 211.00
1
Productivity Per Day Workmen Cost Per No
ADD:
: :
RM
P& O : Rate Per NO.
Road Stud
39 211.00
No /
15%
39 Row cost Per No
= =
RM RM
5.44 29.58
=
RM
4.44
= RM Take RM
34.02 34.00
ROAD FURNITURE MAINTENANCE OF STUDS Replacement of Existing Studs Item d,page 31 To replacel the damaged road stud at existing location with new double - sided Road stud A) Material 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 = Total =
RM RM
100.00 250.00
Productivity Per Day Machinery Cost Per No
: :
RM
39 250.00
No /
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
Day
@
RM
35.00
Per day
=
RM RM
70.00 211.00
1
Productivity Per Day Workmen Cost Per No
ADD:
: :
RM
P& O : Rate Per NO.
Road Stud
39 211.00
No /
15%
39 Row cost Per No
= =
RM RM
5.44 34.78
=
RM
5.22
= Take
RM RM
40.00 40.00
ROAD FURNITURE MAINTENANCE OF STUDS Replacement of Existing Studs To remove existing road stud and refix at same position
Item e,page 31
A) Material 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 = Total =
RM RM
100.00 250.00
Productivity Per Day Machinery Cost Per No
: :
RM
55 250.00
No /
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
Day
@
RM
35.00
Per day
=
RM RM
70.00 211.00
1
Productivity Per Day Workmen Cost Per No
ADD:
: :
RM
P& O : Rate Per NO.
Road Stud
55 211.00
No /
15%
55 Row cost Per No
= =
RM RM
3.84 26.08
=
RM
3.91
= Take
RM RM
29.99 30.00
ROAD FURNITURE MAINTENANCE OF STUDS Installation of New Studs Supply and lay new single -side Road in accordance to specification.
Item f,page 31
A) Material 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 = Total =
RM RM
100.00 250.00
Productivity Per Day Machinery Cost Per No
: :
RM
42 250.00
No /
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
Day
@
RM
35.00
Per day
=
RM RM
70.00 289.00
1
Productivity Per Day Workmen Cost Per No
ADD:
: :
RM
P& O : Rate Per NO.
Road Stud
42 289.00
No /
15%
42 Row cost Per No
= =
RM RM
6.83 30.44
=
RM
4.57
= RM Take RM
35.01 35.00
ROAD FURNITURE MAINTENANCE OF STUDS Installation of New Studs Supply and lay new double-side Road stud in accordance to specification.
Item g,page 31
A) Material 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 = Total =
RM RM
100.00 250.00
Productivity Per Day Machinery Cost Per No
: :
RM
35 250.00
No /
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
Day
@
RM
35.00
Per day
=
RM RM
70.00 289.00
1
Productivity Per Day Workmen Cost Per No
ADD:
: :
RM
P& O : Rate Per NO.
Road Stud
35 289.00
No /
15%
35 Row cost Per No
= =
RM RM
8.23 38.26
=
RM
5.74
= Take
RM RM
43.99 44.00
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
Road Stud
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ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Repainting of Existing Marking Item a,page 32 Prepare and apply white or yellow temporary roadline paint for pavement markings for 150mm wide single continous edge line marking A) Material I) Roadline paint (white/yellow) - Cost @ Per Drum (20 litres) = RM 300.00 a) Approx. Coverage / Drum : 200 M2 b) Cost (per M2) RM 300.00 / 200
=
RM
1.50
ii) ADD : Wastage
=
RM
0.15
:
10%
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
ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment): Allow sum Per day = Total =
RM RM
100.00 370.00
Productivity Per Day Machinery Cost Per M2
: :
RM
RM
124 370.00
120.00
M2 /
Per day
124
=
RM
2.98
= RM
2.11
= RM
6.75
= RM
1.01
= RM RM
7.76 7.75
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
124 262.00
M2 /
124 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Repainting of Existing Marking Item b,page 32 Prepare and apply white temporary roadline paint for pavement markings for 150mm wide single continous center line and lane markings A) Material I) Roadline paint (white/yellow) - Cost @ Per Drum (20 litres) = RM 300.00 a) Approx. Coverage / Drum : 200 M2 b) Cost (per M2) RM 300.00 / 200
=
RM
1.50
ii) ADD : Wastage
=
RM
0.15
:
10%
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
ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment): Allow sum Per day = Total =
RM RM
100.00 370.00
Productivity Per Day Machinery Cost Per M2
: :
RM
RM
124 370.00
120.00
M2 /
Per day
124
=
RM
2.98
= RM
2.11
= RM
6.75
= RM
1.01
= RM RM
7.76 7.75
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
124 262.00
M2 /
124 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Repainting of Existing Marking Item c,page 32 Prepare and apply white temporary roadline paint for pavement markings for 100mm wide intermittent center line and lane marking A) Material I) Roadline paint (white/yellow) - Cost @ Per Drum (20 litres) = RM 300.00 a) Approx. Coverage / Drum : 200 M2 b) Cost (per M2) RM 300.00 / 200
=
RM
1.50
ii) ADD : Wastage
=
RM
0.15
:
10%
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
ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment): Allow sum Per day = Total =
RM RM
100.00 370.00
Productivity Per Day Machinery Cost Per M2
: :
RM
RM
124 370.00
120.00
M2 /
Per day
124
=
RM
2.98
= RM
2.11
= RM
6.75
= RM
1.01
= RM RM
7.76 7.75
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
124 262.00
M2 /
124 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Repainting of Existing Marking Item d,page 32 Prepare and apply white temporary roadline paint for pavement markings for 150mm wide yellow edge marking A) Material I) Roadline paint (white/yellow) - Cost @ Per Drum (20 litres) = RM 300.00 a) Approx. Coverage / Drum : 200 M2 b) Cost (per M2) RM 300.00 / 200
=
RM
1.50
ii) ADD : Wastage
=
RM
0.15
:
10%
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
ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment): Allow sum Per day = Total =
RM RM
100.00 370.00
Productivity Per Day Machinery Cost Per M2
: :
RM
RM
124 370.00
120.00
M2 /
Per day
124
=
RM
2.98
= RM
2.11
= RM
6.75
= RM
1.01
= RM RM
7.76 7.75
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
124 262.00
M2 /
124 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Repainting of Existing Marking Item e,page 32 Prepare and apply white temporary roadline paint for pavement markings 200mm wide intermitent give-way line wide with 300mm length each and at 200mm gap A) Material I) Roadline paint (white/yellow) - Cost @ Per Drum (20 litres) = RM 300.00 a) Approx. Coverage / Drum : 200 M2 b) Cost (per M2) RM 300.00 / 200
=
RM
1.50
ii) ADD : Wastage
=
RM
0.15
:
10%
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
ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment): Allow sum Per day = Total =
RM RM
100.00 370.00
Productivity Per Day Machinery Cost Per M2
: :
RM
RM
124 370.00
120.00
M2 /
Per day
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
124 262.00
M2 /
124 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
2.11
= RM
6.75
= RM
1.01
= RM RM
7.76 7.75
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Repainting of Existing Marking Item f, page32 Prepare and apply white temporary roadline paint for pavement markings for 300mm wide continous stop line marking A) Material I) Roadline paint (white/yellow) - Cost @ Per Drum (20 litres) = RM 300.00 a) Approx. Coverage / Drum : 200 M2 b) Cost (per M2) RM 300.00 / 200
=
RM
1.50
ii) ADD : Wastage
=
RM
0.15
:
10%
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
ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment): Allow sum Per day = Total =
RM RM
100.00 370.00
Productivity Per Day Machinery Cost Per M2
: :
RM
RM
124 370.00
120.00
M2 /
Per day
124
=
RM
2.98
= RM
2.11
= RM
6.75
= RM
1.01
= RM RM
7.76 7.75
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
124 262.00
M2 /
124 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Repainting 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) Material I) Roadline paint (white/yellow) - Cost @ Per Drum (20 litres) = RM 300.00 a) Approx. Coverage / Drum : 200 M2 b) Cost (per M2) RM 300.00 / 200
=
RM
1.50
ii) ADD : Wastage
=
RM
0.15
:
10%
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
ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment): Allow sum Per day = Total =
RM RM
100.00 370.00
Productivity Per Day Machinery Cost Per M2
: :
RM
RM
124 370.00
120.00
M2 /
Per day
124
=
RM
2.98
= RM
2.11
= RM
6.75
= RM
1.01
= RM RM
7.76 7.75
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
124 262.00
M2 /
124 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Repainting of Existing Marking Item h, page32 Prepare and apply white temporary roadline paint for pavement markings for "AWAS" and other pavement lattering marking A) Material I) Roadline paint (white) - Cost @ Per Drum (20 litres) = RM 300.00 a) Approx. Coverage / Drum : 200 M2 b) Cost (per M2) RM 300.00 / 200
= RM
1.50
ii) ADD : Wastage
= RM
0.15
:
10%
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
ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment): Allow sum Per day = Total =
RM RM
100.00 370.00
Productivity Per Day Machinery Cost Per M2
: :
RM
120.00
Per day
RM
83 370.00
M2 /
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 RM
70.00 262.00
83
= RM
4.46
C) Workmen
Productivity Per Day Workmen Cost Per M2
: :
RM
83 262.00
M2 /
83 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
3.16
= RM
9.26
= RM
1.39
= RM RM
10.65 10.65
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Repainting of Existing Marking Item i, page32 Prepare and apply white temporary roadline paint for pavement markings for pavement directional arrow marking A) Material I) Roadline paint (white) - Cost @ Per Drum (20 litres) = RM 300.00 a) Approx. Coverage / Drum : 200 M2 b) Cost (per M2) RM 300.00 / 200
= RM
1.50
ii) ADD : Wastage
= RM
0.15
:
10%
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
ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment): Allow sum Per day = Total =
RM RM
100.00 370.00
Productivity Per Day Machinery Cost Per M2
: :
RM
120.00
Per day
RM
83 370.00
M2 /
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 RM
70.00 262.00
83
= RM
4.46
C) Workmen
Productivity Per Day Workmen Cost Per M2
: :
RM
83 262.00
M2 /
83 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
3.16
= RM
9.26
= RM
1.39
= RM RM
10.65 10.65
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Repainting 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) Material I) Roadline paint (black) - Cost @ Per Drum (20 litres) = RM 300.00 a) Approx. Coverage / Drum : 200 M2 b) Cost (per M2) RM 300.00 / 200
= RM
1.50
ii) ADD : Wastage
= RM
0.15
:
10%
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
ii) Miscellaneous items (Temporary traffic, signs, pickaxe, drilling tools & equipment): Allow sum Per day = Total =
RM RM
100.00 370.00
Productivity Per Day Machinery Cost Per M2
: :
RM
RM
102 370.00
120.00
M2 /
Per day
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
102 262.00
M2 /
102 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
2.57
= RM
7.85
= RM
1.18
= RM RM
9.02 9.00
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Painting of New Markings Item a,page 33 Prepare and apply 3.0 mm thick white or yellow reflective thermoplastic pavement markings or sizes100mm to 150mm wide single continuos edge line marking A) Material I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00 a) Approx. Coverage / MT 308 M2 b) Cost (per M2) RM 2,200.00 / 308 ii) Glass bead - Cost @ Per Mt RM 2,600.00 a) Approx. Coverage / Mt : 1,250 b) Cost (per M2) RM 2,600.00 ii) ADD : Wastage
:
M2 /
1250
= RM
7.14
= RM = RM
2.08 9.22 0.92
10%
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 RM
120.00 620.00
Total
Productivity Per Day Machinery Cost Per M2
: :
RM
160 620.00
M2 /
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
160 262.00
M2 /
160 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
1.64
= RM
15.66
= RM
2.35
= RM RM
18.01 18.00
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Painting of New Markings Item b,page 33 Prepare and apply 3.0 mm thick white or yellow reflective thermoplastic pavement markings of 150mm width single continuos center line and lane marking A) Material I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00 a) Approx. Coverage / MT 308 M2 b) Cost (per M2) RM 2,200.00 / 308 ii) Glass bead - Cost @ Per Mt RM 2,600.00 a) Approx. Coverage / Mt : 1,250 b) Cost (per M2) RM 2,600.00 ii) ADD : Wastage
:
M2 /
1250
= RM
7.14
= RM = RM
2.08 9.22 0.92
10%
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 RM
120.00 620.00
Total
Productivity Per Day Machinery Cost Per M2
: :
RM
160 620.00
M2 /
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
160 262.00
M2 /
160 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
1.64
= RM
15.66
= RM
2.35
= RM RM
18.01 18.00
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Painting of New Markings Item c,page 33 Prepare and apply 3.0 mm thick white or yellow reflective thermoplastic pavement markings for intermittent center line and lane marking of 100mm wide A) Material I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00 a) Approx. Coverage / MT 308 M2 b) Cost (per M2) RM 2,200.00 / 308 ii) Glass bead - Cost @ Per Mt RM 2,600.00 a) Approx. Coverage / Mt : 1,250 b) Cost (per M2) RM 2,600.00 ii) ADD : Wastage
:
M2 /
1250
= RM
7.14
= RM = RM
2.08 9.22 0.92
10%
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 RM
120.00 620.00
Total
Productivity Per Day Machinery Cost Per M2
: :
RM
160 620.00
M2 /
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
160 262.00
M2 /
160 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
1.64
= RM
15.66
= RM
2.35
= RM RM
18.01 18.00
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Painting of New Markings Item d,page 33 Prepare and apply 3.0 mm thick white or yellow reflective thermoplastic pavement marking for 150mm wide single continuos edge marking A) Material I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00 a) Approx. Coverage / MT 308 M2 b) Cost (per M2) RM 2,200.00 / 308 ii) Glass bead - Cost @ Per Mt RM 2,600.00 a) Approx. Coverage / Mt : 1,250 b) Cost (per M2) RM 2,600.00 ii) ADD : Wastage
:
M2 /
1250
= RM
7.14
= RM = RM
2.08 9.22 0.92
10%
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 RM
120.00 620.00
Total
Productivity Per Day Machinery Cost Per M2
: :
RM
160 620.00
M2 /
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
160 262.00
M2 /
160 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
1.64
= RM
15.66
= RM
2.35
= RM RM
18.01 18.00
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Painting of New Markings Item e, page33 Prepare 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) Material I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00 a) Approx. Coverage / MT 308 M2 b) Cost (per M2) RM 2,200.00 / 308 ii) Glass bead - Cost @ Per Mt RM 2,600.00 a) Approx. Coverage / Mt : 1,250 b) Cost (per M2) RM 2,600.00 ii) ADD : Wastage
:
M2 /
1250
= RM
7.14
= RM = RM
2.08 9.22 0.92
10%
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 RM
120.00 620.00
Total
Productivity Per Day Machinery Cost Per M2
: :
RM
160 620.00
M2 /
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
160 262.00
M2 /
160 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
1.64
= RM
15.66
= RM
2.35
= RM RM
18.01 18.00
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Painting of New Markings Item f, page 33 Prepare and apply 3.0 mm thick white or yellow reflective thermoplastic pavement markings for continuos stop line of 300mm wide A) Material I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00 a) Approx. Coverage / MT 308 M2 b) Cost (per M2) RM 2,200.00 / 308 ii) Glass bead - Cost @ Per Mt RM 2,600.00 a) Approx. Coverage / Mt : 1,250 b) Cost (per M2) RM 2,600.00 ii) ADD : Wastage
:
M2 /
1250
= RM
7.14
= RM = RM
2.08 9.22 0.92
10%
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 RM
120.00 620.00
Total
Productivity Per Day Machinery Cost Per M2
: :
RM
160 620.00
M2 /
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
160 262.00
M2 /
160 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
1.64
= RM
15.66
= RM
2.35
= RM RM
18.01 18.00
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Painting of New Markings Item g, page 33 Prepare 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) Material I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00 a) Approx. Coverage / MT 308 M2 b) Cost (per M2) RM 2,200.00 / 308 ii) Glass bead - Cost @ Per Mt RM 2,600.00 a) Approx. Coverage / Mt : 1,250 b) Cost (per M2) RM 2,600.00 ii) ADD : Wastage
:
M2 /
1250
= RM
7.14
= RM = RM
2.08 9.22 0.92
10%
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 RM
120.00 620.00
Total
Productivity Per Day Machinery Cost Per M2
: :
RM
122 620.00
M2 /
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
122 262.00
M2 /
122 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
2.16
= RM
17.40
= RM
2.61
= RM RM
20.02 20.00
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Painting of New Markings Item h, page 33 Prepare and apply Transverse yellow reflective thermoplastic of 5.0 mm thick 600mm A) Material I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00 a) Approx. Coverage / MT 200 M2 b) Cost (per M2) RM 2,200.00 / 200 ii) Glass bead - Cost @ Per Mt RM 2,600.00 a) Approx. Coverage / Mt : 1,250 b) Cost (per M2) RM 2,600.00 ii) ADD : Wastage
:
M2 /
1,250
= RM
11.00
= RM = RM
2.08 13.08 1.31
10%
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 RM
120.00 620.00
Total
Productivity Per Day Machinery Cost Per M2
: :
RM
120 620.00
M2 /
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
120 262.00
M2 /
120 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
2.18
= RM
21.74
= RM
3.26
= RM RM
25.00 25.00
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Painting of New Markings Item i, page 33 Prepare and apply Transverse yellow reflective thermoplastic of 5.0 mm thick and 500mm wide A) Material I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00 a) Approx. Coverage / MT 200 M2 b) Cost (per M2) RM 2,200.00 / 200 ii) Glass bead - Cost @ Per Mt RM 2,600.00 a) Approx. Coverage / Mt : 1,250 b) Cost (per M2) RM 2,600.00 ii) ADD : Wastage
:
M2 /
1,250
= RM
11.00
= RM = RM
2.08 13.08 1.31
10%
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 RM
120.00 620.00
Total
Productivity Per Day Machinery Cost Per M2
: :
RM
120 620.00
M2 /
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 RM
70.00 262.00
Total Productivity Per Day Workmen Cost Per M2
: :
RM
120 262.00
M2 /
120 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
2.18
= RM
21.74
= RM
3.26
= RM RM
25.00 25.00
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Painting of New Markings Item j,page 33 Prepare and apply 3.0 mm thick white or yellow reflective thermoplastic pavement markings of "AWAS" or other lattering on pavement marking A) Material I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00 a) Approx. Coverage / MT 308 M2 b) Cost (per M2) RM 2,200.00 / 308 ii) Glass bead - Cost @ Per Mt RM 2,600.00 a) Approx. Coverage / Mt : 1,250 b) Cost (per M2) RM 2,600.00 ii) ADD : Wastage
:
M2 /
1250
= RM
7.14
= RM = RM
2.08 9.22 0.92
10%
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 RM
120.00 620.00
Total
Productivity Per Day Machinery Cost Per M2
: :
RM
160 620.00
M2 /
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
160 262.00
M2 /
160 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
1.64
= RM
15.66
= RM
2.35
= RM RM
18.01 18.00
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Painting of New Markings Item k, page 33 Prepare and apply 3.0 mm thick white or yellow reflective thermoplastic pavement markings of pavement direction arrow A) Material I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00 a) Approx. Coverage / MT 308 M2 b) Cost (per M2) RM 2,200.00 / 308 ii) Glass bead - Cost @ Per Mt RM 2,600.00 a) Approx. Coverage / Mt : 1,250 b) Cost (per M2) RM 2,600.00 ii) ADD : Wastage
:
M2 /
1250
= RM
7.14
= RM = RM
2.08 9.22 0.92
10%
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 RM
120.00 620.00
Total
Productivity Per Day Machinery Cost Per M2
: :
RM
160 620.00
M2 /
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
160 262.00
M2 /
160 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
1.64
= RM
15.66
= RM
2.35
= RM RM
18.01 18.00
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Painting of New Markings Item I,page 33 Prepare, supply and apply Tranverse raised rib thermoplastic on pavement of intermittent center line100mm wide and 3.0mm thick A) Material I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00 a) Approx. Coverage / MT 308 M2 b) Cost (per M2) RM 2,200.00 / 308 ii) Glass bead - Cost @ Per Mt RM 2,600.00 a) Approx. Coverage / Mt : 1,250 b) Cost (per M2) RM 2,600.00 ii) ADD : Wastage
:
M2 /
1250
= RM
7.14
= RM = RM
2.08 9.22 0.92
10%
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 RM
120.00 620.00
Total
Productivity Per Day Machinery Cost Per M2
: :
RM
43 620.00
M2 /
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
43 262.00
M2 /
43 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
6.03
= RM
30.44
= RM
4.57
= RM RM
35.01 35.00
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Painting of New Markings Item n, page 33 Prepare, supply and apply Tranverse raised rib thermoplastic on pavement of continuos edge line 150mm and 3.0mm thick A) Material I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00 a) Approx. Coverage / MT 308 M2 b) Cost (per M2) RM 2,200.00 / 308 ii) Glass bead - Cost @ Per Mt RM 2,600.00 a) Approx. Coverage / Mt : 1,250 b) Cost (per M2) RM 2,600.00 ii) ADD : Wastage
:
M2 /
1250
= RM
7.14
= RM = RM
2.08 9.22 0.92
10%
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 RM
120.00 620.00
Total
Productivity Per Day Machinery Cost Per M2
: :
RM
43 620.00
M2 /
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
43 262.00
M2 /
43 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
6.03
= RM
30.44
= RM
4.57
= RM RM
35.01 35.00
ROAD FURNITURES MAINTENANCE OF ROAD MARKINGS Painting of New Markings Item o, page 33 Prepare, supply and apply Tranverse raised rib thermoplastic on pavement of double line 100mm wide and 3.0mm thick A) Material I) Thernoplastic paint (White / Yellow ) - Cost @ Per MT= RM 2,200.00 a) Approx. Coverage / MT 308 M2 b) Cost (per M2) RM 2,200.00 / 308 ii) Glass bead - Cost @ Per Mt RM 2,600.00 a) Approx. Coverage / Mt : 1,250 b) Cost (per M2) RM 2,600.00 ii) ADD : Wastage
:
M2 /
1250
= RM
7.14
= RM = RM
2.08 9.22 0.92
10%
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 RM
120.00 620.00
Total
Productivity Per Day Machinery Cost Per M2
: :
RM
43 620.00
M2 /
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 RM
70.00 262.00
Productivity Per Day Workmen Cost Per M2
: :
RM
43 262.00
M2 /
43 Row cost Per M2
ADD:
P& O :
15%
Rate Per M2. Take
Road Marking
= RM
6.03
= RM
30.44
= RM
4.57
= RM RM
35.01 35.00
ROAD FURNITURES MAINTENANCE OF KERBS Realignment of Existing Kerbs Item a Page 34 Excavate, dismantle and reinstall the existing concrete road kerb for straightening of misaligned kerbs A) Material i) Concrete blinding & haunching (per M)
= RM
5.00
= RM
6.32
= RM
11.32
= RM
1.70
= RM RM
13.02 13.00
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
=
RM RM
100.00 478.00
iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & equipments) : Allow sum Per day Total Productivity Per Day Workmen Cost Per M
: :
RM
76 478.00
M /
M 76 Raw cost Per M
ADD :
P&O
:
15%
Rate Per M Take
Road Kerbs
ROAD FURNITURES MAINTENANCE OF KERBS Realignment of Existing Kerbs Item b(i) Page 34 Excavate, 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
RM RM
100.00 478.00
iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) : Allow sum Per day = Total Productivity Per Day Workmen Cost Per M
: :
RM
116 478.00
M /
116 Raw cost Per M
ADD :
P&O Rate Per M
Road Kerbs
:
15%
= RM
4.12
= RM
39.12
= RM
5.87
= RM Take RM
44.99 45.00
ROAD FURNITURES MAINTENANCE OF KERBS Realignment of Existing Kerbs Item b(ii) Page 34 Excavate, 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
RM RM
100.00 478.00
iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) : Allow sum Per day = Total Productivity Per Day Workmen Cost Per M
: :
RM
320 478.00
M /
M 320 Raw cost Per M
ADD :
P&O
:
15%
Rate Per M Take
Road Kerbs
= RM
1.49
= RM
33.49
= RM
5.02
= RM RM
38.52 38.50
ROAD FURNITURES MAINTENANCE OF KERBS Realignment of Existing Kerbs Item b(iii) Page 34 Excavate, 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
RM RM
100.00 478.00
iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) : Allow sum Per day = Total Productivity Per Day Workmen Cost Per M
: :
RM
141 478.00
M /
141 Raw cost Per M
ADD :
P&O
:
15%
Rate Per M Take
Road Kerbs
= RM
3.39
= RM
37.39
= RM
5.61
= RM RM
43.00 43.00
ROAD FURNITURES MAINTENANCE OF KERBS Realignment of Existing Kerbs Item b(iv) Page 34 Excavate, 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
RM RM
100.00 478.00
iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) : Allow sum Per day = Total Productivity Per Day Workmen Cost Per M
: :
RM
128 478.00
M /
128 Raw cost Per M
ADD :
P&O
:
15%
Rate Per M Take
Road Kerbs
= RM
3.73
= RM
31.73
= RM
4.76
= RM RM
36.49 36.50
ROAD FURNITURES MAINTENANCE OF KERBS Realignment of Existing Kerbs Item b(v) Page 34 Excavate, remove, dismantle and replace the damaged or missing concrete road kerb with new concrete 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
RM RM
100.00 478.00
iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) : Allow sum Per day = Total Productivity Per Day Workmen Cost Per M
: :
RM
109 478.00
M /
109 Raw cost Per M
ADD :
P&O
:
15%
Rate Per M Take
Road Kerbs
= RM
4.39
= RM
37.39
= RM
5.61
= RM RM
42.99 43.00
ROAD FURNITURES MAINTENANCE OF KERBS Installation of New Kerbs Supply and install precast concrete road kerb of Type I including concrete bedding
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
RM RM
100.00 478.00
iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) : Allow sum Per day = Total Productivity Per Day Workmen Cost Per M
: :
RM
71 478.00
M /
71 Raw cost Per M
ADD :
P&O
:
15%
Rate Per M Take
Road Kerbs
= RM
6.75
= RM
41.75
= RM
6.26
= RM RM
48.01 48.00
ROAD FURNITURES MAINTENANCE OF KERBS Installation of New Kerbs Supply and install precast concrete road kerb of Type II including concrete bedding
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
RM RM
100.00 478.00
iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) : Allow sum Per day = Total Productivity Per Day Workmen Cost Per M
: :
RM
105 478.00
M /
105 Raw cost Per M
ADD :
P&O
:
15%
Rate Per M Take
Road Kerbs
= RM
4.55
= RM
36.55
= RM
5.48
= RM RM
42.04 42.00
ROAD FURNITURES MAINTENANCE OF KERBS Installation of New Kerbs Supply and install precast concrete road kerb of Type III including concrete bedding
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
RM RM
100.00 478.00
iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) : Allow sum Per day = Total Productivity Per Day Workmen Cost Per M
: :
RM
93 478.00
M /
93 Raw cost Per M
ADD :
P&O
:
15%
Rate Per M Take
Road Kerbs
= RM
5.14
= RM
39.14
= RM
5.87
= RM RM
45.01 45.00
ROAD FURNITURES MAINTENANCE OF KERBS Installation of New Kerbs Supply and install precast concrete road kerb of Type IV including concrete bedding
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
RM RM
100.00 478.00
iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) : Allow sum Per day = Total Productivity Per Day Workmen Cost Per M
: :
RM
95 478.00
M /
95 Raw cost Per M
ADD :
P&O
:
15%
Rate Per M Take
Road Kerbs
= RM
5.06
= RM
33.06
= RM
4.96
= RM RM
38.02 38.00
ROAD FURNITURES MAINTENANCE OF KERBS Installation of New Kerbs Supply and install precast concrete road kerb of Type V including concrete bedding
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
RM RM
100.00 478.00
iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) : Allow sum Per day = Total Productivity Per Day Workmen Cost Per M
: :
RM
99 478.00
M /
99 Raw cost Per M
ADD :
P&O
:
15%
Rate Per M Take
Road Kerbs
= RM
4.83
= RM
37.83
= RM
5.67
= RM RM
43.50 43.50
ROAD FURNITURES MAINTENANCE OF KERBS Installation of New Kerbs Supply and install precast concrete road kerb of Type VI including concrete bedding
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
RM RM
100.00 478.00
iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) : Allow sum Per day = Total Productivity Per Day Workmen Cost Per M
: :
RM
105 478.00
M /
105 Raw cost Per M
ADD :
P&O
:
15%
Rate Per M Take
Road Kerbs
= RM
4.55
= RM
29.55
= RM
4.43
= RM RM
33.99 34.00
ROAD FURNITURES MAINTENANCE OF KERBS Installation of New Kerbs Supply and install precast concrete road kerb of Type VII including concrete bedding
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
RM RM
100.00 478.00
iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) : Allow sum Per day = Total Productivity Per Day Workmen Cost Per M
: :
RM
40 478.00
M /
40 Raw cost Per M
ADD :
P&O
:
15%
Rate Per M Take
Road Kerbs
= RM
11.95
= RM
46.95
= RM
7.04
= RM RM
53.99 52.00
ROAD FURNITURES MAINTENANCE OF KERBS Installation of New Kerbs Supply and install precast concrete road kerb of Type VIII including concrete bedding
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
RM RM
100.00 478.00
iii) Miscellaneous items (Temporary traffic signs, pickaxe, masonry tools & fitting equipments) : Allow sum Per day = Total Productivity Per Day Workmen Cost Per M
: :
RM
73 478.00
M /
M 73 Raw cost Per M
ADD :
P&O
:
15%
Rate Per M Take
Road Kerbs
= RM
6.59
= RM
29.59
= RM
4.44
= RM RM
34.03 34.00
ROAD FURNITURES MAINTENANCE 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) a) Approx. Coverage/Ca : 40 b) Cost (per M) : RM 65.00 ii) ADD :
Wastage
:
M /
40
10%
=
RM
65.00
=
RM
1.63
=
RM
0.16
iii) Material cost (per M)
=
RM
1.79
= RM
3.44
= RM
5.22
= RM
0.78
= RM RM
6.01 6.00
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, 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
1
Day
@
RM
35.00
Per day
=
RM RM
70.00 512.00
x
Total Productivity Per Day Workmen Cost Per M
: :
RM
149 512.00
M /
149 Raw cost Per M
ADD :
P&O
:
15%
Rate Per M Take
Road Kerbs
ROAD FURNITURES MAINTENANCE OF KERBS Repainting of Existing Kerbs Item e Page 34 Scrape, brush, clean, prepare 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) a) Approx. Coverage/Ca : 40 b) Cost (per M) : RM 65.00 ii) ADD :
Wastage
:
M /
40
10%
=
RM
65.00
=
RM
1.63
=
RM
0.16
iii) Material cost (per M)
=
RM
1.79
= RM
3.88
= RM
5.67
= RM
0.85
= RM RM
6.52 6.50
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) 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
1
Day
@
RM
35.00
Per day
=
RM RM
70.00 512.00
x
Total Productivity Per Day Workmen Cost Per M
: :
RM
132 512.00
M /
132 Raw cost Per M
ADD :
P&O
:
15%
Rate Per M Take
Road Kerbs
Road Kerbs
Road Kerbs
Road Kerbs
Road Kerbs
Road Kerbs
Road Kerbs
Road Kerbs
Road Kerbs
Road Kerbs
Road Kerbs
Road Kerbs
Road Kerbs
Road Kerbs
Road Kerbs
Road Kerbs
Road Kerbs
ROAD FURNITURES MAINTENANCE OF SIGNS Installation of New Sign Item a Page35 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 A) Material i)
M.S. post (supply price) : :
ii) Concrete footing 0.75 x 1.50
:
iii) Excavation 0.75 x
: 1.50
iv) Cost (per M)
:
RM RM
12.00 12.00
/
M x
4.00 M
=
RM
48.00
x
0.75
@
RM
###
=
RM
182.69
x
0.75
@
RM
7.35
=
RM RM
6.20 236.89
RM
236.89
/
4.00 M
=
RM
59.22
RM
4.81
= =
RM RM
5.52 69.55
=
RM
10.43
= Take
RM RM
79.98 80.00
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 RM
100.00 250.00
Productivity Per Day Machinery Cost Per M
: :
RM
52 250.00
M /
52
=
=
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
Day @
RM
35.00
Per day
= =
RM RM
70.00 287.00
1
Total Productivity Per Day Workmen Cost Per M
: :
RM
52 287.00
M /
52 Raw cost Per M
ADD :
P&O Rate Per M
Road Sign
:
15%
ROAD FURNITURES MAINTENANCE OF SIGNS Installation of New Sign Item b Page35 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 A) Material i)
M.S. post (supply price) : :
ii) Concrete footing 0.75 x 1.80
:
iii) Excavation 0.75 x
: 1.80
iv) Cost (per M)
:
RM RM
14.00 14.00
/
M x
5.00 M
=
RM
70.00
x
0.75
@
RM
###
=
RM
219.23
x
0.75
@
RM
7.35
=
RM RM
7.44 296.67
RM
296.67
/
5.00 M
=
RM
59.33
RM
4.76
= =
RM RM
5.47 69.56
=
RM
10.43
= Take
RM RM
80.00 80.00
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 RM
100.00 250.00
Productivity Per Day Machinery Cost Per M
: :
RM
53 250.00
M /
53
=
=
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
Day @
RM
35.00
Per day
= =
RM RM
70.00 287.00
1
Total Productivity Per Day Workmen Cost Per M
: :
RM
53 287.00
M /
53 Raw cost Per M
ADD :
P&O Rate Per M
Road Sign
:
15%
ROAD FURNITURES MAINTENANCE OF SIGNS Installation of New Sign Item c Page35 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 A) Material i)
M.S. post (supply price) : :
ii) Concrete footing 0.80 x 1.80
:
iii) Excavation 0.80 x
: 1.80
iv) Cost (per M)
:
RM RM
16.00 16.00
/
M x
5.00 M
=
RM
80.00
x
0.75
@
RM
###
=
RM
233.84
x
0.75
@
RM
7.35
=
RM RM
7.94 321.78
RM
321.78
/
5.00 M
=
RM
64.36
RM
4.44
= =
RM RM
5.10 73.89
=
RM
11.08
= Take
RM RM
84.98 85.00
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 RM
100.00 250.00
Productivity Per Day Machinery Cost Per M
: :
RM
56 250.00
M /
56
=
=
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
Day @
RM
35.00
Per day
= =
RM RM
70.00 287.00
1
Total Productivity Per Day Workmen Cost Per M
: :
RM
56 287.00
M /
56 Raw cost Per M
ADD :
P&O Rate Per M
Road Sign
:
15%
ROAD FURNITURES MAINTENANCE OF SIGNS Installation of New Sign Item d Page35 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 A) Material i)
M.S. post (supply price) : :
ii) Concrete footing 0.80 x 2.00
:
iii) Excavation 0.80 x
: 2.00
iv) Cost (per M)
:
RM RM
20.00 20.00
/
M x
6.30 M
=
RM
126.00
x
0.75
@
RM
###
=
RM
259.82
x
0.75
@
RM
7.35
=
RM RM
8.82 394.64
RM
394.64
/
6.30 M
=
RM
62.64
RM
5.25
= =
RM RM
6.03 73.92
=
RM
11.09
= Take
RM RM
85.01 85.00
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 RM
100.00 250.00
Productivity Per Day Machinery Cost Per M
: :
RM
48 250.00
M /
48
=
=
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
Day @
RM
35.00
Per day
= =
RM RM
70.00 287.00
1
Total Productivity Per Day Workmen Cost Per M
: :
RM
48 287.00
M /
48 Raw cost Per M
ADD :
P&O Rate Per M
Road Sign
:
15%
ROAD FURNITURES MAINTENANCE OF SIGNS Installation of New Sign Item e Page35 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 A) Material i)
M.S. post (supply price) : :
ii) Concrete footing 0.80 x 2.00
:
iii) Excavation 0.80 x
: 2.00
iv) Cost (per M)
:
RM RM
23.00 23.00
/
M x
6.30 M
=
RM
144.90
x
0.75
@
RM
###
=
RM
259.82
x
0.75
@
RM
7.35
=
RM RM
8.82 413.54
RM
413.54
/
6.30 M
=
RM
65.64
RM
5.88
= =
RM RM
6.75 78.28
=
RM
11.74
= Take
RM RM
90.02 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, oxy-cutter, crowbar, pickaxe and hammer) : Allow sum Per day = RM RM
100.00 250.00
Productivity Per Day Machinery Cost Per M
: :
RM
43 250.00
M /
43
=
=
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
Day @
RM
35.00
Per day
= =
RM RM
70.00 287.00
1
Total Productivity Per Day Workmen Cost Per M
: :
RM
43 287.00
M /
43 Raw cost Per M
ADD :
P&O Rate Per M
Road Sign
:
15%
ROAD FURNITURES MAINTENANCE OF SIGNS Installation of New Sign Item f Page35 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 A) Material i)
M.S. post (supply price) : :
ii) Concrete footing 0.90 x 2.00
:
iii) Excavation 0.90 x
: 2.00
iv) Cost (per M)
:
RM RM
25.00 25.00
/
M x
8.00 M
=
RM
200.00
x
0.90
@
RM
###
=
RM
350.76
x
0.90
@
RM
7.35
=
RM RM
11.91 562.67
RM
562.67
/
8.00 M
=
RM
70.33
RM
5.72
= =
RM RM
6.57 82.62
=
RM
12.39
= Take
RM RM
95.02 95.00
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 RM
100.00 250.00
Productivity Per Day Machinery Cost Per M
: :
RM
44 250.00
M /
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) General worker : 2 x 1
Day @
RM
35.00
Per day
= =
RM RM
70.00 287.00
Total Productivity Per Day Workmen Cost Per M
: :
RM
44 287.00
M /
44 Raw cost Per M
ADD :
P&O Rate Per M
Road Sign
:
15%
ROAD FURNITURES MAINTENANCE OF SIGNS Installation of New Sign
Item g(I) Page35
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 A) Material i)
Sign plate (supply price / No.) :
=
RM
300.00
RM
51.02
= =
RM RM
66.33 417.35
=
RM
62.60
= Take
RM RM
479.95 480.00
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 RM
100.00 250.00
Productivity Per Day : Machinery Cost Per No. :
RM
5 250.00
Nos /
5
=
=
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
Day @
RM
35.00
Per day
= =
RM RM
70.00 325.00
1
Total Productivity Per Day Workmen Cost Per No.
: :
RM
5 325.00
Nos. /
5 Raw cost Per No.
ADD :
P&O Rate Per No.
Road Sign
:
15%
ROAD FURNITURES MAINTENANCE OF SIGNS Installation of New Sign
Item g(ii) Page35
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 A) Material i)
Sign plate (supply price / M2) :
=
RM
539.50
RM
42.62
= =
RM RM
26.64 608.76
=
RM
91.31
= Take
RM RM
700.08 700.00
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
=
RM
270.00
iii) Miscellaneous items (Temporary traffic signs, oxy-cutter, crowbar, pickaxe and hammer) : Allow sum Per day = RM RM
100.00 520.00
ii) Backhoe : 1 x
1
Day @
Productivity Per Day : Machinery Cost Per M2 :
RM
RM
270.00
12 520.00
Per day
M2 /
12
=
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
Day @
RM
35.00
Per day
= =
RM RM
70.00 325.00
1
Total Productivity Per Day Workmen Cost Per M2
: :
RM
12 325.00
M2 /
12 Raw cost Per M2
ADD :
P&O Rate Per M2
Road Sign
:
15%
ROAD FURNITURES MAINTENANCE OF SIGNS Installation of New Sign Item h(I) Page35 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 A) Material i)
Sign plate (supply price / No.) :
=
RM
250.00
RM
34.97
= =
RM RM
45.45 330.42
=
RM
49.56
= Take
RM RM
379.98 380.00
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 RM
100.00 250.00
Productivity Per Day : Machinery Cost Per No. :
RM
7 250.00
Nos. /
7
=
=
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
Day @
RM
35.00
Per day
= =
RM RM
70.00 325.00
1
Total Productivity Per Day Workmen Cost Per No.
: :
RM
7 325.00
Nos. /
7 Raw cost Per No.
ADD :
P&O Rate Per No.
Road Sign
:
15%
ROAD FURNITURES MAINTENANCE OF SIGNS Installation of New Sign Item h(ii) Page35 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 A) Material i)
Sign plate (supply price / M2) :
=
RM
479.50
RM
58.10
=
RM RM
36.31 573.91
=
RM
86.09
= Take
RM RM
660.00 660.00
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
=
RM
270.00
iii) Miscellaneous items (Temporary traffic signs, oxy-cutter, crowbar, pickaxe and hammer) : Allow sum Per day = RM RM
100.00 520.00
ii) Backhoe : 1 x
1
Day @
Productivity Per Day : Machinery Cost Per M2 :
RM
RM
270.00
9 520.00
Per day
M2 /
9
=
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
Day @
RM
35.00
Per day
= =
RM RM
70.00 325.00
1
Total Productivity Per Day Workmen Cost Per M2
: :
RM
9 325.00
M2 /
9
= Raw cost Per M2
ADD :
P&O Rate Per M2
Road Sign
:
15%
ROAD FURNITURES MAINTENANCE OF SIGNS Repair and Adjustment of Existing Sign Item a Page36 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 A) Material i)
Mounting bracket, clips and U-bolts (supply price / Set)
=
RM
19.30
= =
RM RM
51.17 70.47
=
RM
10.57
= Take
RM RM
81.03 81.00
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
RM
100.00
=
RM
65.00
=
RM RM
190.00 505.00
ii) Miscellaneous items (Temporary traffic signs, power drill tools & fitting equipments) : Allow sum Per day = C) Workmen i)
Ganger : 1 x
1
Day @
RM
65.00
Per day
ii) General worker : 5 x 1
Day @
RM
38.00
Per day Total
Productivity Per Day Workmen Cost Per No.
: :
RM
10 505.00
Nos. /
10 Raw cost Per No.
ADD :
P&O Rate Per No.
Road Sign
:
15%
ROAD FURNITURES MAINTENANCE OF SIGNS Repair and Adjustment of Existing Sign Item b Page36 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 A) Material i)
Mounting bracket, clips and U-bolts (supply price / Set)
=
RM
30.00
= =
RM RM
109.31 139.31
=
RM
20.90
= Take
RM RM
160.20 160.00
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
RM
100.00
=
RM
65.00
=
RM RM
190.00 505.00
ii) Miscellaneous items (Temporary traffic signs, power drill tools & fitting equipments) : Allow sum Per day = C) Workmen i)
Ganger : 1 x
1
Day @
RM
65.00
Per day
ii) General worker : 5 x 1
Day @
RM
38.00
Per day Total
Productivity Per Day Workmen Cost Per No.
: :
RM
5 505.00
Nos. /
5 Raw cost Per No.
ADD :
P&O Rate Per No.
Road Sign
:
15%
ROAD FURNITURES MAINTENANCE OF SIGNS Repair andand Adjustment Existing Sign of sign panel, and reinstall existing Directional Item c Page36 Dismantle repair theof dented portion and Information signboard panels of size not exceeding 1.0 m2 inclusive of new mounting, clips, U-bolts and other incidentals necessary A) Material i)
Mounting bracket, clips and U-bolts (supply price / Set)
=
RM
20.00
= =
RM RM
66.98 86.98
=
RM
13.05
= Take
RM RM
100.02 100.00
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
RM
100.00
=
RM
65.00
=
RM RM
190.00 505.00
ii) Miscellaneous items (Temporary traffic signs, power drill tools & fitting equipments) : Allow sum Per day = C) Workmen i)
Ganger : 1 x
1
Day @
RM
65.00
Per day
ii) General worker : 5 x 1
Day @
RM
38.00
Per day Total
Productivity Per Day Workmen Cost Per No.
: :
RM
8 505.00
Nos. /
8 Raw cost Per No.
ADD :
P&O Rate Per No.
Road Sign
:
15%
ROAD FURNITURES MAINTENANCE OF SIGNS Repair and Adjustment of Existing Sign Item d Page36 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 A) Material i)
Mounting bracket, clips and U-bolts (supply price / Set)
=
RM
30.00
= =
RM RM
144.17 174.17
=
RM
26.13
= Take
RM RM
200.29 200.00
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
RM
100.00
=
RM
65.00
=
RM RM
266.00 581.00
ii) Miscellaneous items (Temporary traffic signs, power drill tools & fitting equipments) : Allow sum Per day = C) Workmen i)
Ganger : 1 x
1
Day @
RM
65.00
Per day
ii) General worker : 7 x 1
Day @
RM
38.00
Per day Total
Productivity Per Day Workmen Cost Per No.
: :
RM
4 581.00
Nos. /
4 Raw cost Per No.
ADD :
P&O Rate Per No.
Road Sign
:
15%
ROAD FURNITURES MAINTENANCE OF SIGNS Repair and Adjustment of Existing Sign Item e Page36 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 A) Material i)
Mounting bracket, clips and U-bolts (supply price / Set)
=
RM
50.00
= =
RM RM
211.27 261.27
=
RM
39.19
= Take
RM RM
300.46 300.00
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
RM
100.00
=
RM
65.00
=
RM RM
266.00 581.00
ii) Miscellaneous items (Temporary traffic signs, power drill tools & fitting equipments) : Allow sum Per day = C) Workmen i)
Ganger : 1 x
1
Day @
RM
65.00
Per day
ii) General worker : 7 x 1
Day @
RM
38.00
Per day Total
Productivity Per Day Workmen Cost Per No.
: :
RM
3 581.00
Nos. /
3 Raw cost Per No.
ADD :
P&O Rate Per No.
Road Sign
:
15%
ROAD FURNITURES MAINTENANCE OF SIGNS Repair and Adjustment of Existing Sign Item f Page36 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 A) Material i)
Mounting bracket, clips and U-bolts (supply price / Set)
=
RM
70.00
= =
RM RM
234.27 304.27
=
RM
45.64
= Take
RM RM
349.92 350.00
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
RM
100.00
=
RM
65.00
=
RM RM
266.00 581.00
ii) Miscellaneous items (Temporary traffic signs, power drill tools & fitting equipments) : Allow sum Per day = C) Workmen i)
Ganger : 1 x
1
Day @
RM
65.00
Per day
ii) General worker : 7 x 1
Day @
RM
38.00
Per day Total
Productivity Per Day Workmen Cost Per No.
: :
RM
2 581.00
Nos. /
2 Raw cost Per No.
ADD :
P&O Rate Per No.
Road Sign
:
15%
ROAD FURNITURES MAINTENANCE OF SIGNS Repair and Adjustment of Existing Sign Item g Page36 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, Ubolts and other incidentals necessary A) Material i)
Mounting bracket, clips and U-bolts (supply price / Set)
=
RM
90.00
= =
RM RM
284.80 374.80
=
RM
56.22
= Take
RM RM
431.02 431.00
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
RM
100.00
=
RM
65.00
=
RM RM
266.00 581.00
ii) Miscellaneous items (Temporary traffic signs, power drill tools & fitting equipments) : Allow sum Per day = C) Workmen i)
Ganger : 1 x
1
Day @
RM
65.00
Per day
ii) General worker : 7 x 1
Day @
RM
38.00
Per day Total
Productivity Per Day Workmen Cost Per No.
: :
RM
2 581.00
Nos. /
2 Raw cost Per No.
ADD :
P&O Rate Per No.
:
15%
.
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ROAD FURNITURES MAINTENANCE OF KILOMETER POSTS Replacement / Install of Kilometer Posts Item a Page 37 Provide everything necessary for dismantle, remove and dispose the damaged existing Kilometre 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
1 Day
@
RM
100.00 per day
= RM
100.00
per day
= RM
100.00
ii) Jackhammer : 1
x
iii) Miscellaneous items (Temporary traffic signs, cleaning tools and equipments) Allow sum : C) Workmen i) Ganger : 1
x
1 Day
@
RM
65.00 per day
= RM
65.00
1 Day
@
RM
38.00 per day
= RM RM
190.00 605.00
ii) General worker 5
x
Productivity Per day : Workmen Cost Per No. :
2 Nos 605.00 /
RM
2 Raw cost per No.
ADD :
P&O
:
15%
Rate Per No. Take
Kilometer Post
= RM = RM
273.76 573.76
= RM
86.06
= RM RM
659.82 660.00
ROAD FURNITURES MAINTENANCE OF KILOMETER POSTS Replacement / Install of Kilometer Posts Item b Page 37 Provide 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
1 Day
@
RM
100.00 per day
=
RM
100.00
per day
=
RM
100.00
ii) Jackhammer : 1
x
iii) Miscellaneous items (Temporary traffic signs, cleaning tools and equipments) Allow sum : C) Workmen I) Ganger : 1
x
1 Day
@
RM
65.00 per day
=
RM
65.00
1 Day
@
RM
38.00 per day
=
RM RM
190.00 605.00
ii) General worker 5
x
Productivity Per day : Workmen Cost Per No. :
3 Nos 605.00 /
RM
3 Raw cost per No.
ADD :
P&O
:
15%
Rate Per No. Take
Kilometer Post
= RM = RM
182.78 382.78
= RM
57.42
= RM RM
440.20 440.00
ROAD FURNITURES MAINTENANCE OF DELINATOR POSTS Replacement of Existing Delinator Posts Remove, dismantle and dispose the damaged delineator post
Item a Page 38
A) Machinery I)
Pick-up truck (3.0T) for carrying materials, workers and tools : 1
ii)
x
1
Day
@
RM
150.00 per day
=
RM
150.00
=
RM
80.00
= =
RM
152.00 382.00
Miscellaneous items (Temporary traffic signs, cleaning tools and equipments) Allow sum :
B) Workmen I)
General worker 4
x
1
Day
Productivity Per day : Workmen Cost Per No. :
@
RM
55 Nos 382.00 /
RM
38.00 per day Total
55 Raw cost per No.
ADD :
P&O
:
15%
Rate Per No. Take
Delineator Post
= RM = RM
6.95 6.95
= RM
1.04
RM
7.99
RM
8.00
ROAD FURNITURES MAINTENANCE OF DELINATOR POSTS Replacement of Existing Delinator Posts Item b Page 38 Supply and install new 36" Type 2 (Flat top - SH236SMA) flexible delineator post complete with anchor to replace the existing damaged or missing post 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
ii)
x
1
Day
@
RM
150.00 per day
=
RM
150.00
=
RM
100.00
Miscellaneous items (Temporary traffic signs, cleaning tools and equipments) Allow sum :
C) Workmen I)
Ganger : 1
I)
x
1
Day
@
RM
65.00 per day
=
RM
65.00
x
1
Day
@
RM
38.00 per day Total
= =
RM RM
152.00 467.00
Raw cost per No.
= =
RM RM
14.15 139.15
=
RM
20.87
=
RM
160.02
RM
160.00
General worker 4
Productivity Per day : Workmen Cost Per No. :
ADD :
33 Nos 467.00 /
RM
P&O
:
33
15%
Rate Per No. Take
Delineator Post
ROAD FURNITURES MAINTENANCE OF DELINATOR POSTS Replacement of Existing Delinator Posts Supply and install new reflector strips complete with bolts and nuts to replace the missing and damaged existing delinator strips
Item c Page 38
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
ii)
x
1 Day
@
RM
150.00 per day
=
RM
150.00
=
RM
80.00
= =
RM RM
114.00 344.00
Raw cost per No.
= =
RM RM
5.96 10.96
=
RM
1.64
=
RM
12.61
RM
12.60
Miscellaneous items (Temporary traffic signs, cleaning tools and equipments) Allow sum :
C) Workmen I)
General worker 3
x
1 Day
Productivity Per day : Workmen Cost Per No. :
ADD :
@
58 Nos 344.00 /
RM
P&O
RM
:
38.00 per day Total
58
15%
Rate Per No. Take
Delineator Post
ROAD FURNITURES MAINTENANCE OF DELINATOR POSTS Installation 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
ii)
x
1
Day
@
RM
150.00 per day
=
RM
150.00
Per day =
RM
80.00
Miscellaneous items (Temporary traffic signs, cleaning tools and equipments) Allow sum :
C) Workmen I)
Ganger : 1
I)
x
1
Day
@
RM
65.00 per day
=
RM
65.00
x
1
Day
@
RM
38.00 per day Total
= =
RM RM
152.00 447.00
Raw cost per No.
= =
RM RM
8.78 26.98
=
RM
4.05
=
RM
31.03
RM
31.00
General worker 4
Productivity Per day : Workmen Cost Per No. :
ADD :
51 Nos 447.00 /
RM
P&O
:
51
15%
Rate Per No. Take
Delineator Post
ROAD FURNITURES MAINTENANCE OF DELINATOR POSTS Installation of New Posts and Reflector Units Supply and install new delineator timber post
Item e Page 38
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
ii)
x
1
Day
@
RM
150.00 per day
=
RM
150.00
Per day =
RM
80.00
Miscellaneous items (Temporary traffic signs, cleaning tools and equipments) Allow sum :
C) Workmen I)
Ganger : 1
I)
x
1
Day
@
RM
65.00 per day
=
RM
65.00
x
1
Day
@
RM
38.00 per day Total
= =
RM RM
152.00 447.00
Raw cost per No.
= =
RM RM
8.78 26.98
=
RM
4.05
=
RM
31.03
RM
31.00
General worker 4
Productivity Per day : Workmen Cost Per No. :
ADD :
51 Nos 447.00 /
RM
P&O
:
51
15%
Rate Per No. Take
Delineator Post
ROAD FURNITURES MAINTENANCE OF DELINATOR POSTS Installation of New Posts and Reflector Units Item f Page 38 Supply 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
ii)
x
1
Day
@
RM
150.00 per day
=
RM
150.00
Per day =
RM
100.00
Miscellaneous items (Temporary traffic signs, cleaning tools and equipments) Allow sum :
C) Workmen I)
Ganger : 1
I)
x
1
Day
@
RM
65.00 per day
=
RM
65.00
x
1
Day
@
RM
38.00 per day Total
= =
RM RM
152.00 467.00
Raw cost per No.
= =
RM RM
8.93 133.93
=
RM
20.09
=
RM
154.02
RM
154.00
General worker 4
Productivity Per day : Workmen Cost Per No. :
ADD :
52 Nos 467.00 /
RM
P&O
:
52
15%
Rate Per No. Take
Delineator Post
ROAD FURNITURES MAINTENANCE OF DELINATOR POSTS Installation of New Posts and Reflector Units Supply and install new delineator strips complete with bolts, nuts and fittings
Item g Page 38
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
ii)
x
1
Day
@
RM
150.00 per day
=
RM
150.00
Per day =
RM
80.00
Miscellaneous items (Temporary traffic signs, cleaning tools and equipments) Allow sum :
C) Workmen I)
Ganger : 1
I)
x
1
Day
@
RM
65.00 per day
=
RM
65.00
x
1
Day
@
RM
38.00 per day Total
= =
RM RM
114.00 409.00
Raw cost per No.
= =
RM RM
5.45 10.45
=
RM
1.57
=
RM
12.02
RM
12.00
General worker 3
Productivity Per day : Workmen Cost Per No. :
ADD :
75 Nos 409.00 /
RM
P&O
:
75
15%
Rate Per No. Take
Delineator Post
ROAD FURNITURES MISCELLANEOUS Hidro Cell Item a Page39 Supply 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 ADD :
= P&O :
15%
Rate Per No. Take
Misc
= RM
22,851.00
= RM
3,427.65
= RM
26,278.65
RM
26,278.00
ROAD FURNITURES MISCELLANEOUS Hidro Cell Provide everything necessary for refilling fluid in the Hidro cell cluster
Item b Page39
A) Machinery I) Water pump (3" dia.) 1 x
1 Day
@
RM
100.00 per day = RM
100.00
RM
50.00
150.00 per day = RM RM
150.00 300.00
ii) Miscellaneous Allow sum : iii) Pick-up truck c/w water tank 1 x 1 Day Productivity Per Day Machinery Cost Per No
: :
RM
@
RM
1 No 300.00 /
1
RM
352.94
= RM
131.90
= RM
484.84
= RM
72.73
= RM
557.57
RM
557.00
B) Workmen I) Ganger 1
x
1 Day
@
RM
65.00 per day =RM
65.00
x
1 Day
@
RM
38.00 per day =RM Total =RM
76.00 141.00
ii) General worker 2
Productivity Per day Workmen Cost Per No.
: :
RM
1 Nos 141.00 /
1 Raw cost per No.
ADD :
P&O :
15%
Rate Per No. Take
Misc
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