Cost Estimation Bund
-
Upload
anonymous-uuw70xirbl -
Category
Documents
-
view
258 -
download
2
Transcript of Cost Estimation Bund
-
7/28/2019 Cost Estimation Bund
1/26
Bund A Chainage 0 - 1000
2a SITE CLEARING & EARTHWORKS
2.1 Survey and setting out of the works as specified 1.00 km 10,000.00 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
specifications.
5.00 ha 2,900.00 14,500.00
2.3 Excavation in all materials other than rock including stockpiling aside for
bund construction4,842.01 m
3 6.00 29,052.03
2.4 Import extra fill material stockpiled from other bund site including cart into
the site.8,024.62 m
3 11.30 90,678.18
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 50,677.65
2.6 Close turfing to bund slope in accordance with drawings and
specification.6,074.12 m
2 5.80 35,229.90
230,137.75
NAIKTARAF PERIMETER PARIT DAN BAN BAGI TEBATAN BANJIR DAN KERJA-KERJA LAIN DI IADA SAMARAHAN
Total
(RM)
Total Cost For Site Clearing & Earthworks
Items Description UnitRate
(RM)Quantity
-
7/28/2019 Cost Estimation Bund
2/26
Bund A Chainage 1000 - 2000
2a SITE CLEARING & EARTHWORKS
2.1 Survey and setting out of the works as specified 1.00 km 10,000.00 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
specifications.
5.00 ha 2,900.00 14,500.00
2.3 Excavation in all materials other than rock including stockpiling aside for
bund construction8,562.03 m
3 6.00 51,372.20
2.4 Excavation in all materials other than rock including cart and stockpiling
away from site878.29 m
3 8.70 7,641.11
2.5 Take from stockpile on site, lay, grade and compact in layers suitable
excavated fill material to formation level (compacted volume) 5,543.24 m3 4.50 24,944.57
2.6 Close turfing to bund slope in accordance with drawings and
specification.6,074.12 m
2 5.80 35,229.90
143,687.78Total Cost For Site Clearing & Earthworks
NAIKTARAF PERIMETER PARIT DAN BAN BAGI TEBATAN BANJIR DAN KERJA-KERJA LAIN DI IADA SAMARAHAN
Items Description Quantity UnitRate
(RM)
Total
(RM)
-
7/28/2019 Cost Estimation Bund
3/26
Bund A Chainage 2000 - 3000
2a SITE CLEARING & EARTHWORKS
2.1 Survey and setting out of the works as specified 1.00 km 10,000.00 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
specifications.
5.00 ha 2,900.00 14,500.00
2.3 Excavation in all materials other than rock including stockpiling aside for
bund construction8,657.66 m
3 6.00 51,945.96
2.4 Excavation in all materials other than rock including cart and stockpiling
away from site866.34 m
3 8.70 7,537.14
2.5 Take from stockpile on site, lay, grade and compact in layers suitable
excavated fill material to formation level (compacted volume) 5,626.91 m3 4.50 25,321.08
2.6 Close turfing to bund slope in accordance with drawings and
specification.6,074.12 m
2 5.80 35,229.90
144,534.08Total Cost For Site Clearing & Earthworks
NAIKTARAF PERIMETER PARIT DAN BAN BAGI TEBATAN BANJIR DAN KERJA-KERJA LAIN DI IADA SAMARAHAN
Items Description Quantity UnitRate
(RM)
Total
(RM)
-
7/28/2019 Cost Estimation Bund
4/26
-
7/28/2019 Cost Estimation Bund
5/26
Bund A Chainage 4000 - 5000
2a SITE CLEARING & EARTHWORKS
2.1 Survey and setting out of the works as specified 1.00 km 10,000.00 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
specifications.
5.00 ha 2,900.00 14,500.00
2.3 Excavation in all materials other than rock including stockpiling aside for
bund construction12,056.38 m
3 6.00 72,338.29
2.4 Excavation in all materials other than rock including cart and stockpiling
away from site1,509.94 m
3 8.70 13,136.48
2.5 Take from stockpile on site, lay, grade and compact in layers suitable
excavated fill material to formation level (compacted volume) 7,532.35 m3 4.50 33,895.56
2.6 Close turfing to bund slope in accordance with drawings and
specification.6,074.12 m
2 5.80 35,229.90
179,100.23Total Cost For Site Clearing & Earthworks
NAIKTARAF PERIMETER PARIT DAN BAN BAGI TEBATAN BANJIR DAN KERJA-KERJA LAIN DI IADA SAMARAHAN
Items Description Quantity UnitRate
(RM)
Total
(RM)
-
7/28/2019 Cost Estimation Bund
6/26
Bund A Chainage 5000 - 6000
2a SITE CLEARING & EARTHWORKS
2.1 Survey and setting out of the works as specified 1.00 km 10,000.00 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
specifications.
5.00 ha 2,900.00 14,500.00
2.3 Excavation in all materials other than rock including stockpiling aside for
bund construction8,033.83 m
3 6.00 48,202.98
2.4 Excavation in all materials other than rock including cart and stockpiling
away from site2,063.41 m
3 8.70 17,951.65
2.5 Take from stockpile on site, lay, grade and compact in layers suitable
excavated fill material to formation level (compacted volume) 3,961.97 m3 4.50 17,828.84
2.6 Close turfing to bund slope in accordance with drawings and
specification.6,074.12 m
2 5.80 35,229.90
143,713.36Total Cost For Site Clearing & Earthworks
NAIKTARAF PERIMETER PARIT DAN BAN BAGI TEBATAN BANJIR DAN KERJA-KERJA LAIN DI IADA SAMARAHAN
Items Description Quantity UnitRate
(RM)
Total
(RM)
-
7/28/2019 Cost Estimation Bund
7/26
-
7/28/2019 Cost Estimation Bund
8/26
Bund A Chainage 7000 - 8000
2a SITE CLEARING & EARTHWORKS
2.1 Survey and setting out of the works as specified 1.00 km 10,000.00 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
specifications.
5.00 ha 2,900.00 14,500.00
2.3 Excavation in all materials other than rock including stockpiling aside for
bund construction12,450.36 m
3 6.00 74,702.17
2.4 Excavation in all materials other than rock including cart and stockpiling
away from site4,782.62 m
3 8.70 41,608.79
2.5 Take from stockpile on site, lay, grade and compact in layers suitable
excavated fill material to formation level (compacted volume) 4,555.15 m3 4.50 20,498.18
2.6 Close turfing to bund slope in accordance with drawings and
specification.6,074.12 m
2 5.80 35,229.90
196,539.04Total Cost For Site Clearing & Earthworks
NAIKTARAF PERIMETER PARIT DAN BAN BAGI TEBATAN BANJIR DAN KERJA-KERJA LAIN DI IADA SAMARAHAN
Items Description Quantity UnitRate
(RM)
Total
(RM)
-
7/28/2019 Cost Estimation Bund
9/26
Bund A Chainage 8000 - 9000
2a SITE CLEARING & EARTHWORKS
2.1 Survey and setting out of the works as specified 1.00 km 10,000.00 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
specifications.
5.00 ha 2,900.00 14,500.00
2.3 Excavation in all materials other than rock including stockpiling aside for
bund construction13,314.86 m
3 6.00 79,889.13
2.4 Excavation in all materials other than rock including cart and stockpiling
away from site6,275.31 m
3 8.70 54,595.21
2.5 Take from stockpile on site, lay, grade and compact in layers suitable
excavated fill material to formation level (compacted volume) 3,710.83 m3 4.50 16,698.74
2.6 Close turfing to bund slope in accordance with drawings and
specification.6,074.12 m
2 5.80 35,229.90
210,912.97Total Cost For Site Clearing & Earthworks
NAIKTARAF PERIMETER PARIT DAN BAN BAGI TEBATAN BANJIR DAN KERJA-KERJA LAIN DI IADA SAMARAHAN
Items Description Quantity UnitRate
(RM)
Total
(RM)
-
7/28/2019 Cost Estimation Bund
10/26
Bund A Chainage 9000 - 10000
2a SITE CLEARING & EARTHWORKS
2.1 Survey and setting out of the works as specified 1.00 km 10,000.00 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
specifications.
5.00 ha 2,900.00 14,500.00
2.3 Excavation in all materials other than rock including stockpiling aside for
bund construction5,736.67 m
3 6.00 34,420.00
2.4 Excavation in all materials other than rock including cart and stockpiling
away from site0.00 m
3 8.70 0.00
2.5 Take from stockpile on site, lay, grade and compact in layers suitable
excavated fill material to formation level (compacted volume) 4,505.53 m3 4.50 20,274.89
2.6 Close turfing to bund slope in accordance with drawings and
specification.6,074.12 m
2 5.80 35,229.90
114,424.79Total Cost For Site Clearing & Earthworks
NAIKTARAF PERIMETER PARIT DAN BAN BAGI TEBATAN BANJIR DAN KERJA-KERJA LAIN DI IADA SAMARAHAN
Items Description Quantity UnitRate
(RM)
Total
(RM)
-
7/28/2019 Cost Estimation Bund
11/26
Bund A Chainage 10000 - 10593
2a SITE CLEARING & EARTHWORKS
2.1 Survey and setting out of the works as specified 1.00 km 10,000.00 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
specifications.
5.00 ha 2,900.00 14,500.00
2.3 Excavation in all materials other than rock including stockpiling aside for
bund construction2,698.40 m
3 6.00 16,190.38
2.4 Import extra fill material stockpiled from other bund site including cart into
the site.962.13 m
3 11.30 10,872.01
2.5 Take from stockpile on site, lay, grade and compact in layers suitable
excavated fill material to formation level (compacted volume) 3,468.10 m3 4.50 15,606.43
2.6 Close turfing to bund slope in accordance with drawings and
specification.6,074.12 m
2 5.80 35,229.90
102,398.72Total Cost For Site Clearing & Earthworks
NAIKTARAF PERIMETER PARIT DAN BAN BAGI TEBATAN BANJIR DAN KERJA-KERJA LAIN DI IADA SAMARAHAN
Items Description Quantity UnitRate
(RM)
Total
(RM)
-
7/28/2019 Cost Estimation Bund
12/26
-
7/28/2019 Cost Estimation Bund
13/26
Bund B Chainage 1000 - 2000
2a SITE CLEARING & EARTHWORKS
2.1 Survey and setting out of the works as specified 1.00 km 10,000.00 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
specifications.
5.00 ha 2,900.00 14,500.00
2.3 Excavation in all materials other than rock including stockpiling aside for
bund construction12,600.00 m
3 6.00 75,600.00
2.4 Excavation in all materials other than rock including cart and stockpiling
away from site8,427.00 m
3 8.70 73,314.90
2.5 Take from stockpile on site, lay, grade and compact in layers suitable
excavated fill material to formation level (compacted volume) 1,023.00 m3 4.50 4,603.50
2.6 Close turfing to bund slope in accordance with drawings and
specification.6,074.12 m
2 5.80 35,229.90
213,248.30Total Cost For Site Clearing & Earthworks
NAIKTARAF PERIMETER PARIT DAN BAN BAGI TEBATAN BANJIR DAN KERJA-KERJA LAIN DI IADA SAMARAHAN
Items Description Quantity UnitRate
(RM)
Total
(RM)
-
7/28/2019 Cost Estimation Bund
14/26
-
7/28/2019 Cost Estimation Bund
15/26
-
7/28/2019 Cost Estimation Bund
16/26
Bund B Chainage 3600 - 4000
2a SITE CLEARING & EARTHWORKS
2.1 Survey and setting out of the works as specified 0.40 km 10,000.00 4,000.00
2.2
Site clearing of trees, shrubs, undergrowth and demolishing of existing
obstructions and removal and disposal of same in accordance with
specifications.
2.00 ha 2,900.00 5,800.00
2.3 Excavation in all materials other than rock including stockpiling aside for
bund construction4,594.22 m
3 6.00 27,565.32
2.4 Excavation in all materials other than rock including cart and stockpiling
away from site3,147.71 m
3 8.70 27,385.08
2.5 Take from stockpile on site, lay, grade and compact in layers suitable
excavated fill material to formation level (compacted volume) 297.96 m3 4.50 1,340.80
2.6 Close turfing to bund slope in accordance with drawings and
specification.2,429.65 m
2 5.80 14,091.96
80,183.15Total Cost For Site Clearing & Earthworks
NAIKTARAF PERIMETER PARIT DAN BAN BAGI TEBATAN BANJIR DAN KERJA-KERJA LAIN DI IADA SAMARAHAN
Items Description Quantity UnitRate
(RM)
Total
(RM)
-
7/28/2019 Cost Estimation Bund
17/26
Bund B Chainage 4000 - 5000
2a SITE CLEARING & EARTHWORKS
2.1 Survey and setting out of the works as specified 1.00 km 10,000.00 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
specifications.
5.00 ha 2,900.00 14,500.00
2.3 Excavation in all materials other than rock including stockpiling aside for
bund construction8,859.84 m
3 6.00 53,159.02
2.4 Excavation in all materials other than rock including cart and stockpiling
away from site2,600.95 m
3 8.70 22,628.23
2.5 Take from stockpile on site, lay, grade and compact in layers suitable
excavated fill material to formation level (compacted volume) 4,043.93 m3 4.50 18,197.69
2.6 Close turfing to bund slope in accordance with drawings and
specification.6,074.12 m
2 5.80 35,229.90
153,714.83Total Cost For Site Clearing & Earthworks
NAIKTARAF PERIMETER PARIT DAN BAN BAGI TEBATAN BANJIR DAN KERJA-KERJA LAIN DI IADA SAMARAHAN
Items Description Quantity UnitRate
(RM)
Total
(RM)
-
7/28/2019 Cost Estimation Bund
18/26
-
7/28/2019 Cost Estimation Bund
19/26
-
7/28/2019 Cost Estimation Bund
20/26
-
7/28/2019 Cost Estimation Bund
21/26
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
4.1435.53
7.34
6.291
9.775
7.993
0.495
7.292
9.143
6.667
4.462
4.704
6.2355.263
3.451
3.463
3.98
2.899
2.888
1.628
1.079
3.997382
120 8.8 111.2
113
2
226
1356 169.5
2712
-
7/28/2019 Cost Estimation Bund
22/26
-
7/28/2019 Cost Estimation Bund
23/26
Road side drain
Steel 2.88 705.6 18 ####
rc 93.1 345 ####
lean concrete 122.5 13.1 1605
formwork 1274 38 ####
excavation 245 10 2450
####
397
Interceptor
Steel 1.88 282 18 5076rc 35.25 345 ####
lean concrete 75 13.1 983
formwork 350 38 ####
excavation 150 10 1500
####
135
Interceptor
Steel 1.6 380.8 18 6854
rc 52 345 ####
lean concrete 0 13.1 0
formwork 445.06 38 ####
excavation 238 10 2380
####
180
0.2
8 1781 8.94
1400 356.2 1400
11200 2137.2 12516
-
7/28/2019 Cost Estimation Bund
24/26
-
7/28/2019 Cost Estimation Bund
25/26
-
7/28/2019 Cost Estimation Bund
26/26
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