6 Miscellanous Works
Deduction from Existing Contract
Chain Link Fencing
*6.1 Chain link fencing 2.7 m high consisting of
75mm x 75mm x 8mm painted steel angle
post at 3.00m centres with bottom end
embedded in concrete (Grade 20) and with
50mm diamond mesh (No.10 S.W.G.)
galvanised chain link fence, including three
strands of No.8 galvanised straining wire
and including 62mm x 62mm x 6mm painted
steel angle corner struts with bottom end
embedded in and including concrete (Grade
20) base.
m 71.79 502.80 36,096.01
Addition Due to the Relocation of
the Fencing
Chain Link Fencing
*6.1 Chain link fencing 2.7 m high consisting of
75mm x 75mm x 8mm painted steel angle
post at 3.00m centres with bottom end
embedded in concrete (Grade 20) and with
50mm diamond mesh (No.10 S.W.G.)
galvanised chain link fence, including three
strands of No.8 galvanised straining wire
and including 62mm x 62mm x 6mm painted
steel angle corner struts with bottom end
embedded in and including concrete (Grade
20) base.
m 84.00 502.80 42,235.20
-36,096.01 42,235.20
*Since there is no available rate for the above mentioned item in the schedule of rates, the rates used are 
ceiling rate proposed by the Consultant
Cost Variation due to Relocation of Chainlink Fencing
Items Description Unit Quantity
Rate       
(RM)
Deduction 
(RM)
Addition 
(RM)
Total (RM)
Net Deduction/Addition (RM) 6,139.19
1 Earthworks and Site Clearing
1.2.2
Roadway excavation in all materials 
other than rock including cart away 
from site.
m
3
600.00 72.70 43,620.00
1.2.4 Take from stockpile on site, lay, grade and
compact in layers suitable excavated fill
material to formation level.
  m
3
645.20 27.32 17,626.86
2 Drainage Works
2.4.3 Single Box Culvert 1.5m x 1.5m   m 6.68 1,800.00 12,024.00
2.6.1 50mm thick lean concrete Grade 15P/20 as
blinding for drainage works.
  m
2
47.77 400.00 19,108.00
Supply and Install Reinforced Concrete of 
the following grades for Drainage Works:
2.6.3 Grade 25/20.   m
3
147.36 480.00 70,732.80
Supply and Install Formwork as described
to Class F1 & U1 Finish type
2.6.5 To sides of drain, culverts, wingwall,
headwall, and the like.
  m
2
179.12 35.00 6,269.20
Supply and Install High Yield Deformed
Steel Reinforcement Bars as described:
2.6.7 10mm Diameter   tonne   0.02 4,200.00 84.00
2.6.8
12mm Diameter
  tonne   0.10
4,200.00 420.00
Supply and Install Mild Steel Reinforcement
Bars as described:
2.6.12 Type A8 (minimum 3.55kg/m2).
  m
2
889.64 23.00 20,461.72
2.6.13 Type A7 (minimum 3.02kg/m2).
  m
2
31.36 20.00 627.20
*2.6.15 Type A10 (6.66 kg/m2).
m
2
49.84 39.90 1,988.62
-192,962.40 0.00
*The items indicated in bold are not quoted in the schedule of rates. The rate proposed are the ceiling rate 
proposed by the Consultant.
-192,962.40 Net Deduction/Addition (RM)
Cost Deduction due to Omission of Drainage System at Boat Ramp Area
Rate       
(RM)
Total (RM)
Items Description Unit Quantity
Deduction 
(RM)
Addition 
(RM)
Deduction of Drainage Works
1 Earthworks and Site Clearing
1.2.2 Roadway excavation in all materials 
other than rock including cart away 
from site.
m
3
34.16 72.70 2,483.07
2 Drainage Works
2.6.1 50mm thick lean concrete Grade 15P/20 as
blinding for drainage works.
  m
2
66.24 400.00 26,496.00
Supply and Install Reinforced Concrete of 
the following grades for Drainage Works:
2.6.3 Grade 25/20.   m
3
22.00 480.00 10,560.00
Supply and Install Formwork as described
to Class F1 & U1 Finish type
2.6.5 To sides of drain, culverts, wingwall,
headwall, and the like.
  m
2
248.40 35.00 8,694.00
Supply and Install Mild Steel Reinforcement
Bars as described:
2.6.13 Type A7 (minimum 3.02kg/m2).
  m
2
128.34 20.00 2,566.80
Addition (Construction of Concrete 
Sump)
1 Earthworks and Site Clearing
1.2.2 Roadway excavation in all materials 
other than rock including cart away 
from site.
m
3
8.00 72.70 581.60
2 Drainage Works
2.6.1 50mm thick lean concrete Grade 15P/20 as 
blinding for drainage works.
  m
2
4.00 400.00 1,600.00
Supply and Install Reinforced Concrete of 
the following grades for Drainage Works:
2.6.3 Grade 25/20.   m
3
1.96 480.00 941.40
2.6.5 To sides of drain, culverts, wingwall,
headwall, and the like.
  m
2
18.15 35.00 635.25
-50,799.87 3,758.25
Cost Deduction due to Omission of Drainage System at Chainage 3220.00
Items Description Unit Quantity
Rate       
(RM)
Deduction 
(RM)
Addition 
(RM)
Total Brought Forward (RM)
Brought Forward -50,799.87 3,758.25
Supply and Install Mild Steel Reinforcement
Bars as described:
2.6.13 Type A7 (minimum 3.02kg/m2).
  m
2
40.00 20.00 800.00
-50,799.87 4,558.25
*The items indicated in bold are not quoted in the schedule of rates. The rate proposed are the ceiling rate 
proposed by the Consultant.
Net Deduction/Addition (RM) -46,241.62
Items Description Unit Quantity
Rate       
(RM)
Deduction 
(RM)
Addition 
(RM)
Total (RM)
Deduction of Drainage Works
2 Drainage Works
2.6.1 50mm thick lean concrete Grade 15P/20 as
blinding for drainage works.
  m
2
105.60 400.00 42,240.00
Supply and Install Reinforced Concrete of 
the following grades for Drainage Works:
2.6.3 Grade 25/20.   m
3
81.80 480.00 39,261.60
Supply and Install Formwork as described
to Class F1 & U1 Finish type
2.6.5 To sides of drain, culverts, wingwall,
headwall, and the like.
  m
2
172.20 35.00 6,027.00
Supply and Install High Yield Deformed
Steel Reinforcement Bars as described:
2.6.7 10mm Diameter   tonne   0.71 4,200.00 2,961.00
2.6.8
12mm Diameter
  tonne   1.68
4,200.00 7,056.00
Addition (Construction of Concrete 
Sump)
2 Drainage Works
2.6.1 50mm thick lean concrete Grade 15P/20 as 
blinding for drainage works.
  m
2
76.00 400.00 30,400.00
Supply and Install Reinforced Concrete of 
the following grades for Drainage Works:
2.6.3 Grade 25/20.   m
3
37.24 480.00 17,875.20
2.6.5 To sides of drain, culverts, wingwall,
headwall, and the like.
  m
2
344.85 35.00 12,069.75
Supply and Install Mild Steel Reinforcement
Bars as described:
2.6.13 Type A7 (minimum 3.02kg/m2).
  m
2
760.00 20.00 15,200.00
-97,545.60 75,544.95 Total (RM)
Net Deduction/Addition (RM) -22,000.65
Cost Variation Due to Amendment in Culvert Schedule
Items Description Unit Quantity
Rate       
(RM)
Deduction 
(RM)
Addition 
(RM)
Item
1
2
3
4
-255,065.48
Total Variation to Contract Sum (RM)
V.O.2. - Omission of Drainage
V.O.3 - Omission of Drainage at Chainage 3220
V.O.4 - Amendment in Culvert Schedule
6,139.19
-192,962.40
-46,241.62
-22,000.65
V.O. 1 - Extra Fencing
Description Total (RM)
Summary of Variation Order