Cost Estimation Bund

NAIKTARAF PERIMETER PARIT DAN BAN BAGI TEBATAN BANJIR DAN KERJA-KERJA LAIN DI IADA
SAMARAHAN
Bund A Chainage 0 - 1000

Rate
Items Description Quantity Unit
(RM)
2a SITE CLEARING & EARTHWORKS
2.1 Survey and setting out of the works as specified 1.00 km 10,000.00
2.2 Site clearing of trees, shrubs, undergrowth and demolishing of existing

obstructions and removal and disposal of same in accordance with 5.00 ha 2,900.00
specifications.
2.3 Excavation in all materials other than rock including stockpiling aside for
bund construction 4,842.01 m3 6.00
2.4 Import extra fill material stockpiled from other bund site including cart
into the site. 8,024.62 m3 11.30
2.5 Take from stockpile on site, lay, grade and compact in layers suitable
excavated fill material to formation level (compacted volume) 11,261.70 m3 4.50
2.6 Close turfing to bund slope in accordance with drawings and

specification. 6,074.12 m2 5.80
Total Cost For Site Clearing & Earthworks

ERJA LAIN DI IADA
Total
(RM)
10,000.00
14,500.00
29,052.03
90,678.18
50,677.65
35,229.90
230,137.75
SAMARAHAN

Rate
(RM)

specifications.
2.4 Excavation in all materials other than rock including cart and stockpiling
away from site 878.29 m3 8.70


ERJA LAIN DI IADA
Total
(RM)
10,000.00
14,500.00
51,372.20
7,641.11
24,944.57
35,229.90
143,687.78
SAMARAHAN

Rate
(RM)

specifications.


ERJA LAIN DI IADA
Total
(RM)
10,000.00
14,500.00
51,945.96
7,537.14
25,321.08
35,229.90
144,534.08
SAMARAHAN

Rate
(RM)

specifications.
away from site 2,168.10 m3 8.70


ERJA LAIN DI IADA
Total
(RM)
10,000.00
14,500.00
58,695.47
18,862.45
23,259.76
35,229.90
160,547.59
SAMARAHAN

Rate
(RM)

specifications.


ERJA LAIN DI IADA
Total
(RM)
10,000.00
14,500.00
72,338.29
13,136.48
33,895.56
35,229.90
179,100.23
SAMARAHAN

Rate
(RM)

specifications.


ERJA LAIN DI IADA
Total
(RM)
10,000.00
14,500.00
48,202.98
17,951.65
17,828.84
35,229.90
143,713.36
SAMARAHAN

Rate
(RM)

specifications.


ERJA LAIN DI IADA
Total
(RM)
10,000.00
14,500.00
70,257.02
40,835.99
18,397.51
35,229.90
189,220.41
SAMARAHAN

Rate
(RM)

specifications.


ERJA LAIN DI IADA
Total
(RM)
10,000.00
14,500.00
74,702.17
41,608.79
20,498.18
35,229.90
196,539.04
SAMARAHAN

Rate
(RM)

specifications.


ERJA LAIN DI IADA
Total
(RM)
10,000.00
14,500.00
79,889.13
54,595.21
16,698.74
35,229.90
210,912.97
SAMARAHAN

Rate
(RM)

specifications.


ERJA LAIN DI IADA
Total
(RM)
10,000.00
14,500.00
34,420.00
0.00
20,274.89
35,229.90
114,424.79
SAMARAHAN

Rate
(RM)

specifications.
into the site. 962.13 m3 11.30


ERJA LAIN DI IADA
Total
(RM)
10,000.00
14,500.00
16,190.38
10,872.01
15,606.43
35,229.90
102,398.72
SAMARAHAN
Bund B Chainage 0 - 1000

Rate
(RM)

specifications.
into the site. 740.80 m3 11.30


ERJA LAIN DI IADA
Total
(RM)
10,000.00
14,500.00
28,236.98
8,371.07
23,844.63
35,229.90
120,182.58
SAMARAHAN

Rate
(RM)

specifications.


ERJA LAIN DI IADA
Total
(RM)
10,000.00
14,500.00
75,600.00
73,314.90
4,603.50
35,229.90
213,248.30
SAMARAHAN

Rate
(RM)

specifications.


ERJA LAIN DI IADA
Total
(RM)
10,000.00
14,500.00
33,243.20
12,203.86
12,386.96
35,229.90
117,563.92
SAMARAHAN

Rate
(RM)
Site clearing of trees, shrubs, undergrowth and demolishing of existing

2.2 obstructions and removal and disposal of same in accordance with 3.00 ha 2,900.00
specifications.
excavated fill material to formation level (compacted volume) 419.43 m3 4.50


ERJA LAIN DI IADA
Total
(RM)
6,000.00
8,700.00
60,866.49
62,543.27
1,887.44
35,229.90
175,227.09
SAMARAHAN

Rate
(RM)

specifications.
excavated fill material to formation level (compacted volume) 297.96 m3 4.50


ERJA LAIN DI IADA
Total
(RM)
4,000.00
5,800.00
27,565.32
27,385.08
1,340.80
14,091.96
80,183.15
SAMARAHAN

Rate
(RM)

specifications.


ERJA LAIN DI IADA
Total
(RM)
10,000.00
14,500.00
53,159.02
22,628.23
18,197.69
35,229.90
153,714.83
SAMARAHAN

Rate
(RM)

specifications.


ERJA LAIN DI IADA
Total
(RM)
10,000.00
14,500.00
37,170.32
11,598.75
14,908.95
35,229.90
123,407.91
NAIKTARAF PERIMETER PARIT DAN BAN BAGI TEBATAN BANJIR DAN KERJA-KERJA LAIN DI IADA SAMARAHAN

Rate
(RM)

specifications.
2.4 Import extra fill material stockpiled from other bund site including cart into
the site. 219.36 m3 11.30


AIN DI IADA SAMARAHAN
Total
(RM)
10,000.00
14,500.00
23,116.92
2,478.78
18,127.39
35,229.90
103,452.99
SAMARAHAN
Items Description Total
Summary of Costs
BUND A
1 Bund A Ch 0 to 1000 230,137.75
2 Bund A Ch 1000 to 2000 143,687.78
3 Bund A Ch 2000 to 3000 144,534.08
4 Bund A Ch 3000 to 4000 160,547.59
5 Bund A Ch 4000 to 5000 179,100.23
6 Bund A Ch 5000 to 6000 143,713.36
7 Bund A Ch 6000 to 7000 189,220.41
8 Bund A Ch 7000 to 8000 196,539.04
9 Bund A Ch 8000 to 9000 210,912.97
10 Bund A Ch 9000 to 10000 114,424.79
11 Bund A Ch 10000 to 10593 102,398.72
TOTAL COSTS FOR BUND A REPAIR WORKS 1,815,216.71
BUND B
1 Bund B Ch 0 to 1000 120,182.58
2 Bund B Ch 1000 to 2000 213,248.30
3 Bund B Ch 2000 to 3000 117,563.92
4 Bund B Ch 3000 to 4000 80,183.15
5 Bund B Ch 4000 to 5000 153,714.83
6 Bund B Ch 5000 to 6000 123,407.91
7 Bund B Ch 6000 to 6608 103,452.99
TOTAL COSTS FOR BUND B REPAIR WORKS 911,753.68
Cost of Contract 2,726,970.39

RJA LAIN DI IADA
Total
,137.75
,687.78
,534.08
,547.59
,100.23
,713.36
,220.41
,539.04
,912.97
,424.79
,398.72
5,216.71
,182.58
,248.30
,563.92
183.15
,714.83
,407.91
,452.99
,753.68
6,970.39
2.164
2.526
1.404
1.08
3.848
2.656
1.733
1.747
2.303
2.887
2.612
2.929
3.301
4.143
5.53 Road side drain
7.34
6.291 Steel
9.775 rc
7.993 lean concrete
0.495 formwork
7.292 excavation
9.143
6.667
4.462
4.704 Interceptor
6.235 Steel
5.263 rc
3.451 lean concrete
3.463 formwork
3.98 excavation
2.899
2.888
1.628
1.079 Interceptor
3.997382 Steel
rc
lean concrete
formwork
120 8.8 111.2 excavation
113
2
226
1356 169.5
2712
8
1400
11200
14
d side drain
2.88 705.6 18 ###

93.1 345 ###
122.5 13.1 1605
1274 38 ###
245 10 2450
###
397
1.88 282 18 5076

35.25 345 ###
75 13.1 982.5
350 38 ###
150 10 1500
###
135
1.6 380.8 18 6854

52 345 ###
0 13.1 0
445.06 38 ###
238 10 2380
###
180
0.2
1781 8.94
356.2 1400
2137.2 12516
1781
#REF!
36000
#REF!
70000 #REF!
2200 30800 #REF!
592.65
3.008 2.085 0.923
3.007 2.145 0.862
3.007 2.129 0.878
3.007 2.077 0.93
3.006 1.646 1.36
3.006 1.596 1.41
3.006 1.622 1.384
1693 3.005 1.859 1.146
f 240 3.005 1.829 1.176
c 612 5.226 2.78 2.446
pt 150 3.706 2.035 1.671
sav 170 3.491 1.678 1.813
as 110 1.33325
hp 60
mkn 180
bb 71
100
580
2625 2887.5
Toe drain length
0.315 28800 2244.417 33666.25

0.016 5262 1.057988 15.86982
33682.12 0.002066
333366

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NAIKTARAF PERIMETER PARIT DAN BAN BAGI TEBATAN BANJIR DAN KERJA-KERJA LAIN DI IADA

Bund A Chainage 0 - 1000

2.2 Site clearing of trees, shrubs, undergrowth and demolishing of existing

2.6 Close turfing to bund slope in accordance with drawings and

Total Cost For Site Clearing & Earthworks

Bund A Chainage 1000 - 2000

2.2 Site clearing of trees, shrubs, undergrowth and demolishing of existing

2.6 Close turfing to bund slope in accordance with drawings and

Total Cost For Site Clearing & Earthworks

Bund A Chainage 2000 - 3000

2.2 Site clearing of trees, shrubs, undergrowth and demolishing of existing

2.6 Close turfing to bund slope in accordance with drawings and

Total Cost For Site Clearing & Earthworks

Bund A Chainage 3000 - 4000

2.2 Site clearing of trees, shrubs, undergrowth and demolishing of existing

2.6 Close turfing to bund slope in accordance with drawings and

Total Cost For Site Clearing & Earthworks

Bund A Chainage 4000 - 5000

2.2 Site clearing of trees, shrubs, undergrowth and demolishing of existing

2.6 Close turfing to bund slope in accordance with drawings and

Total Cost For Site Clearing & Earthworks

Bund A Chainage 5000 - 6000

2.2 Site clearing of trees, shrubs, undergrowth and demolishing of existing

2.6 Close turfing to bund slope in accordance with drawings and

Total Cost For Site Clearing & Earthworks

Bund A Chainage 6000 - 7000

2.2 Site clearing of trees, shrubs, undergrowth and demolishing of existing

2.6 Close turfing to bund slope in accordance with drawings and

Total Cost For Site Clearing & Earthworks

Bund A Chainage 7000 - 8000

2.2 Site clearing of trees, shrubs, undergrowth and demolishing of existing

2.6 Close turfing to bund slope in accordance with drawings and

Total Cost For Site Clearing & Earthworks

Bund A Chainage 8000 - 9000

2.2 Site clearing of trees, shrubs, undergrowth and demolishing of existing

2.6 Close turfing to bund slope in accordance with drawings and

Total Cost For Site Clearing & Earthworks

Bund A Chainage 9000 - 10000

2.2 Site clearing of trees, shrubs, undergrowth and demolishing of existing

2.6 Close turfing to bund slope in accordance with drawings and

Total Cost For Site Clearing & Earthworks

Bund A Chainage 10000 - 10593

2.2 Site clearing of trees, shrubs, undergrowth and demolishing of existing

2.6 Close turfing to bund slope in accordance with drawings and

Total Cost For Site Clearing & Earthworks

Bund B Chainage 0 - 1000

2.2 Site clearing of trees, shrubs, undergrowth and demolishing of existing

2.6 Close turfing to bund slope in accordance with drawings and

Total Cost For Site Clearing & Earthworks

Bund B Chainage 1000 - 2000

2.2 Site clearing of trees, shrubs, undergrowth and demolishing of existing

2.6 Close turfing to bund slope in accordance with drawings and

Total Cost For Site Clearing & Earthworks

Bund B Chainage 2000 - 3000

2.2 Site clearing of trees, shrubs, undergrowth and demolishing of existing

2.6 Close turfing to bund slope in accordance with drawings and

Total Cost For Site Clearing & Earthworks

Bund B Chainage 3000 - 3600