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  • 7/28/2019 Cost Estimation Bund

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    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

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    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)

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    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)

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  • 7/28/2019 Cost Estimation Bund

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    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)

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    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)

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    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)

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    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)

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    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)

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    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)

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    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)

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    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)

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    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)

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    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

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    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

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    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