Lingkaran nafsu kesenangan yang tiada akhir membuat pikiran anda berada dalam kekacauan dan kebingungan.
Ketika anda belajar untuk melepaskan, membiarkan pergi, maka pikiran lebih ringan.
Maka tidak ada beban, tidak tegang, dan kita mulai membebaskan diri anda dari gudang dan budak nafsu.
Perkembangan pandangan terang
berarti mengalami arus ketidakkekalan diri anda. Jadi anda mulai untuk
melepas/ membiarkan pergi, tidak melekat dengan mati-matian pada
phenomena pikiran/ batin dan jasmani anda.
Saturday, February 25, 2017
Thursday, February 16, 2017
Saturday, February 4, 2017
pembersihan diri
rasanya sudah hampir tak ada lagi aturan2 , keharusan2
kehidupan karena Paham2 yang berbeda untuk tiap orang . Buatku ya
jalani saja apa yang harus dijalani dengan Susila baik dan benar anggap
saja itu Kemurahan dari Tuhan yang walau sederhana bahkan yang kadang tidak enak
sekalipun . . nantinya akan bisa merasakan bahwa itu semua ternyata
adalah Bimbingan hasil dari pembersihan Jiwa karena Berserah Diri . .
jadi semua akan terasa semakin Ringan dan Sederhana . .
Wednesday, January 11, 2017
Analisa Harga Satuan Pekerjaan Sanitasi
Analisa Harga Satuan Pekerjaan Sanitasi
Diposkan : 04 Juni 2014
Oleh : Endang Kusman
Oleh : Endang Kusman
| No. | URAIAN |
SAT
|
VOLUME
|
HARGA SAT
|
HARGA
|
|
(Rp)
|
(Rp)
|
|||||
| M-01 | 1 Buah Closet jongkok Porselen Standar | |||||
| Closet jongkok |
bh
|
1.00
|
188,200.00
|
188,200.00
|
||
| P.C (50 gk) |
Kg
|
6.00
|
1,406.00
|
8,436.00
|
||
| Pasir pasang |
m3
|
0.01
|
233,400.00
|
2,334.00
|
||
| Pekerja |
org
|
1.0000
|
42,000.00
|
42,000.00
|
||
| Tukang batu |
org
|
1.5000
|
65,000.00
|
97,500.00
|
||
| Kepala Tukang |
org
|
1.5000
|
75,000.00
|
112,500.00
|
||
| Mandor |
org
|
0.1600
|
80,000.00
|
12,800.00
|
||
| Jumlah |
463,770.00
|
|||||
| Dibulatkan |
463,770.00
|
|||||
| M-02 | 1 Buah Urinoir | |||||
| Urinoir |
bh
|
1.00
|
1,773,400.00
|
1,773,400.00
|
||
| P.C (50 gk) |
Kg
|
6.00
|
1,406.00
|
8,436.00
|
||
| Pasir pasang |
m3
|
0.01
|
233,400.00
|
2,334.00
|
||
| Pekerja |
org
|
1.0000
|
42,000.00
|
42,000.00
|
||
| Tukang batu |
org
|
1.0000
|
65,000.00
|
65,000.00
|
||
| Kepala Tukang |
org
|
0.1000
|
75,000.00
|
7,500.00
|
||
| Mandor |
org
|
0.0010
|
80,000.00
|
80.00
|
||
| Perlengkapan 30 % harga urinoir |
lot
|
0.3000
|
1,773,400.00
|
532,020.00
|
||
| Jumlah |
2,430,770.00
|
|||||
| Dibulatkan |
2,430,770.00
|
|||||
| M-03 | 1 Buah Wastafel | |||||
| wastafel standar |
unit
|
1.00
|
1,012,700.00
|
1,012,700.00
|
||
| P.C (50 gk) |
Kg
|
6.00
|
1,406.00
|
8,436.00
|
||
| Pasir pasang |
m3
|
0.01
|
233,400.00
|
2,334.00
|
||
| Pekerja |
org
|
1.2000
|
42,000.00
|
50,400.00
|
||
| Tukang batu |
org
|
1.4500
|
65,000.00
|
94,250.00
|
||
| Kepala Tukang |
org
|
0.1500
|
75,000.00
|
11,250.00
|
||
| Mandor |
org
|
0.1000
|
80,000.00
|
8,000.00
|
||
| Perlengkapan 12 % harga wastafel |
lot
|
0.1200
|
1,773,400.00
|
212,808.00
|
||
| Jumlah |
1,400,178.00
|
|||||
| Dibulatkan |
1,400,178.00
|
|||||
| M-04 | 1 Buah bak Mandi Fibreglass Volume 0,30 m3 | |||||
| Bak fibreglass 0.60m x 0.60m |
bh
|
1.00
|
255,300.00
|
255,300.00
|
||
| Pekerja |
org
|
1.8000
|
42,000.00
|
75,600.00
|
||
| Tukang batu |
org
|
2.7000
|
65,000.00
|
175,500.00
|
||
| Kepala Tukang |
org
|
0.5400
|
75,000.00
|
40,500.00
|
||
| Mandor |
org
|
0.1100
|
80,000.00
|
8,800.00
|
||
| Perlengkapan 18 % harga bak |
lot
|
0.1800
|
255,300.00
|
45,954.00
|
||
| Jumlah |
601,654.00
|
|||||
| Dibulatkan |
601,654.00
|
|||||
| M-05 | 1 M' Saluran Air Limbah Buis beton d = 30 cm - 60 cm | |||||
| Buis beton Ø 30 cm |
bh
|
1.10
|
61,700.00
|
67,870.00
|
||
| Bata merah |
bh
|
25.00
|
775.00
|
19,375.00
|
||
| P.C (50 gk) |
Kg
|
10.300
|
1,406.00
|
14,481.80
|
||
| Pasir pasang |
m3
|
0.061
|
233,400.00
|
14,237.40
|
||
| Pasir urug |
m3
|
0.069
|
175,300.00
|
12,095.70
|
||
| Pekerja |
org
|
0.3800
|
42,000.00
|
15,960.00
|
||
| Tukang batu |
org
|
0.1900
|
65,000.00
|
12,350.00
|
||
| Kepala Tukang |
org
|
0.0190
|
75,000.00
|
1,425.00
|
||
| Mandor |
org
|
0.0190
|
80,000.00
|
1,520.00
|
||
| Jumlah |
159,314.90
|
|||||
| Dibulatkan |
159,315.00
|
|||||
| M-06 | 1 Buah Bak Kontrol Pas Bata Merah Uk (60 x 60) cm | |||||
| Bata merah |
bh
|
186.00
|
775.00
|
144,150.00
|
||
| P.C (50 gk) |
Kg
|
114.000
|
1,406.00
|
160,284.00
|
||
| Pasir pasang |
m3
|
0.184
|
233,400.00
|
42,945.60
|
||
| Batu pecah 2/3 |
m3
|
0.033
|
211,100.00
|
6,966.30
|
||
| Besi beton |
m3
|
4.850
|
16,500.00
|
80,025.00
|
||
| Pasir beton |
m3
|
0.120
|
255,400.00
|
30,648.00
|
||
| Pekerja |
org
|
2.1600
|
42,000.00
|
90,720.00
|
||
| Tukang batu |
org
|
0.7200
|
65,000.00
|
46,800.00
|
||
| Kepala Tukang |
org
|
0.0720
|
75,000.00
|
5,400.00
|
||
| Mandor |
org
|
0.1080
|
80,000.00
|
8,640.00
|
||
| Tukang gali |
org
|
0.1000
|
42,000.00
|
4,200.00
|
||
| Jumlah |
620,778.90
|
|||||
| Dibulatkan |
620,779.00
|
|||||
| M-07 | 1 Buah Bak Kontrol Pas Bata Merah Uk (30 x 30) cm | |||||
| Bata merah |
bh
|
53.00
|
775.00
|
41,075.00
|
||
| P.C (50 gk) |
Kg
|
44.000
|
1,406.00
|
61,864.00
|
||
| Pasir pasang |
m3
|
0.070
|
233,400.00
|
16,338.00
|
||
| Batu pecah 2/3 |
m3
|
0.070
|
211,100.00
|
14,777.00
|
||
| Besi beton |
m3
|
1.600
|
16,500.00
|
26,400.00
|
||
| Pasir beton |
m3
|
0.060
|
255,400.00
|
15,324.00
|
||
| Pekerja |
org
|
3.2000
|
42,000.00
|
134,400.00
|
||
| Tukang batu |
org
|
1.0150
|
65,000.00
|
65,975.00
|
||
| Kepala Tukang |
org
|
0.0015
|
75,000.00
|
112.50
|
||
| Mandor |
org
|
0.0160
|
80,000.00
|
1,280.00
|
||
| Jumlah |
377,545.50
|
|||||
| Dibulatkan |
377,546.00
|
|||||
| M-08 | 1 M' Pipa PVC Ø 1/2" (AW) | |||||
| Pipa pvc Ø 1/2" |
m'
|
1.2000
|
10,025.00
|
12,030.00
|
||
| Pekerja |
org
|
0.0360
|
42,000.00
|
1,512.00
|
||
| Tukang batu |
org
|
0.0600
|
65,000.00
|
3,900.00
|
||
| Kepala Tukang |
org
|
0.0060
|
75,000.00
|
450.00
|
||
| Mandor |
org
|
0.0018
|
80,000.00
|
144.00
|
||
| Perlengkapan 35 % harga pipa |
lot
|
0.3500
|
12,030.00
|
4,210.50
|
||
| Jumlah |
22,246.50
|
|||||
| Dibulatkan |
22,247.00
|
|||||
| M-09 | 1 M' Pipa PVC Ø 1" (AW) | |||||
| Pipa pvc Ø 1" |
m'
|
1.2000
|
15,800.00
|
18,960.00
|
||
| Pekerja |
org
|
0.0360
|
42,000.00
|
1,512.00
|
||
| Tukang batu |
org
|
0.0600
|
65,000.00
|
3,900.00
|
||
| Kepala Tukang |
org
|
0.0060
|
75,000.00
|
450.00
|
||
| Mandor |
org
|
0.0018
|
80,000.00
|
144.00
|
||
| Perlengkapan 35 % harga pipa |
lot
|
0.3500
|
18,960.00
|
6,636.00
|
||
| Jumlah |
31,602.00
|
|||||
| Dibulatkan |
31,602.00
|
|||||
| M-10 | 1 M' Pipa PVC Ø 11/2" (AW) | |||||
| Pipa pvc Ø 11/2" |
m'
|
1.2000
|
26,475.00
|
31,770.00
|
||
| Pekerja |
org
|
0.0360
|
42,000.00
|
1,512.00
|
||
| Tukang batu |
org
|
0.0600
|
65,000.00
|
3,900.00
|
||
| Kepala Tukang |
org
|
0.0060
|
75,000.00
|
450.00
|
||
| Mandor |
org
|
0.0018
|
80,000.00
|
144.00
|
||
| Perlengkapan 35 % harga pipa |
lot
|
0.3500
|
31,770.00
|
11,119.50
|
||
| Jumlah |
48,895.50
|
|||||
| Dibulatkan |
48,896.00
|
|||||
| M-11 | 1 M' Pipa PVC Ø 2" (AW) | |||||
| Pipa pvc Ø 2" |
m'
|
1.2000
|
27,675.00
|
33,210.00
|
||
| Pekerja |
org
|
0.0360
|
42,000.00
|
1,512.00
|
||
| Tukang batu |
org
|
0.0600
|
65,000.00
|
3,900.00
|
||
| Kepala Tukang |
org
|
0.0060
|
75,000.00
|
450.00
|
||
| Mandor |
org
|
0.0018
|
80,000.00
|
144.00
|
||
| Perlengkapan 35 % harga pipa |
lot
|
0.3500
|
31,770.00
|
11,119.50
|
||
| Jumlah |
50,335.50
|
|||||
| Dibulatkan |
50,336.00
|
|||||
| M-12 | 1 M' Pipa PVC Ø 4" (AW) | |||||
| Pipa pvc Ø 4" |
m'
|
1.2000
|
86,975.00
|
104,370.00
|
||
| Pekerja |
org
|
0.0810
|
42,000.00
|
3,402.00
|
||
| Tukang batu |
org
|
0.1350
|
65,000.00
|
8,775.00
|
||
| Kepala Tukang |
org
|
0.0135
|
75,000.00
|
1,012.50
|
||
| Mandor |
org
|
0.0041
|
80,000.00
|
328.00
|
||
| Perlengkapan 35 % harga pipa |
lot
|
0.3500
|
104,370.00
|
36,529.50
|
||
| Jumlah |
154,417.00
|
|||||
| Dibulatkan |
154,417.00
|
|||||
| M-13 | 1 M' Pipa PVC Ø 3/4" (AW) | |||||
| Pipa pvc Ø 3/4" |
m'
|
1.2000
|
13,050.00
|
15,660.00
|
||
| Pekerja |
org
|
0.0810
|
42,000.00
|
3,402.00
|
||
| Tukang batu |
org
|
0.1350
|
65,000.00
|
8,775.00
|
||
| Kepala Tukang |
org
|
0.0135
|
75,000.00
|
1,012.50
|
||
| Mandor |
org
|
0.0041
|
80,000.00
|
328.00
|
||
| Perlengkapan 35 % harga pipa |
lot
|
0.3500
|
15,660.00
|
5,481.00
|
||
| Jumlah |
34,658.50
|
|||||
| Dibulatkan |
34,659.00
|
|||||
| M-14 | 1 Buah Bak Cuci piring Stainless steel | |||||
| Bak cuci stainless steel + asesoris lengkap |
bh
|
1.0000
|
397,800.00
|
397,800.00
|
||
| Pekerja |
org
|
0.0300
|
42,000.00
|
1,260.00
|
||
| Tukang batu |
org
|
0.3000
|
65,000.00
|
19,500.00
|
||
| Kepala Tukang |
org
|
0.0300
|
75,000.00
|
2,250.00
|
||
| Mandor |
org
|
0.0015
|
80,000.00
|
120.00
|
||
| Jumlah |
420,930.00
|
|||||
| Dibulatkan |
420,930.00
|
|||||
| M-15 | 1 Buah Kran Ø 1/2" - 3/4" | |||||
| Kran air |
bh
|
1.0000
|
40,900.00
|
40,900.00
|
||
| Seal tape |
bh
|
0.0250
|
4,200.00
|
105.00
|
||
| Pekerja |
org
|
0.0100
|
42,000.00
|
420.00
|
||
| Tukang batu |
org
|
0.1000
|
65,000.00
|
6,500.00
|
||
| Kepala Tukang |
org
|
0.0100
|
75,000.00
|
750.00
|
||
| Mandor |
org
|
0.0050
|
80,000.00
|
400.00
|
||
| Jumlah |
49,075.00
|
|||||
| Dibulatkan |
49,075.00
|
|||||
| M-16 | 1 Buah Floor Drain | |||||
| Floor drain |
bh
|
1.0000
|
66,600.00
|
66,600.00
|
||
| Pekerja |
org
|
0.0100
|
42,000.00
|
420.00
|
||
| Tukang batu |
org
|
0.1000
|
65,000.00
|
6,500.00
|
||
| Kepala Tukang |
org
|
0.0100
|
75,000.00
|
750.00
|
||
| Mandor |
org
|
0.0050
|
80,000.00
|
400.00
|
||
| Jumlah |
74,670.00
|
|||||
| Dibulatkan |
74,670.00
|
|||||
| M-17 | 1 M' Grafel beton U 20 cm -60 cm | |||||
| Pipa beton U |
bh
|
1.1000
|
44,300.00
|
48,730.00
|
||
| Bata merah |
bh
|
12.0000
|
775.00
|
9,300.00
|
||
| P.C (50 gk) |
zak
|
0.1030
|
1,406.00
|
144.82
|
||
| Pasir pasang |
m3
|
0.0305
|
233,400.00
|
7,118.70
|
||
| Pasir urug |
m3
|
0.0345
|
175,300.00
|
6,047.85
|
||
| Pekerja |
org
|
0.0100
|
42,000.00
|
420.00
|
||
| Tukang batu |
org
|
0.1000
|
65,000.00
|
6,500.00
|
||
| Kepala Tukang |
org
|
0.0100
|
75,000.00
|
750.00
|
||
| Mandor |
org
|
0.0050
|
80,000.00
|
400.00
|
||
| Jumlah |
79,411.37
|
|||||
| Dibulatkan |
79,411.00
|
|||||
| M-18 | 1 M' Pasang Talang Plastik PVC U 15 cm (AW) | |||||
| Talang plastik PVC |
m'
|
1.05000
|
60,000.00
|
63,000.00
|
||
| Perlengkapan 35 % harga talang |
lot
|
0.3500
|
63,000.00
|
22,050.00
|
||
| Pekerja |
org
|
0.1500
|
42,000.00
|
6,300.00
|
||
| Tukang batu |
org
|
0.4000
|
65,000.00
|
26,000.00
|
||
| Kepala Tukang |
org
|
0.0250
|
75,000.00
|
1,875.00
|
||
| Mandor |
org
|
0.0013
|
80,000.00
|
100.00
|
||
| Jumlah |
119,325.00
|
|||||
| Dibulatkan |
119,325.00
|
|||||
| M-19 | 1 M' Saluran Air Limbah Buis Beton Ø 60 cm | |||||
| Buis beton Ø 60 cm |
bh
|
1.10
|
130,900.00
|
143,990.00
|
||
| Bata merah |
bh
|
25.00
|
775.00
|
19,375.00
|
||
| P.C (50 gk) |
zak
|
0.206
|
1,406.00
|
289.64
|
||
| Pasir pasang |
m3
|
0.061
|
233,400.00
|
14,237.40
|
||
| Pasir urug |
m3
|
0.069
|
175,300.00
|
12,095.70
|
||
| Pekerja |
org
|
0.3800
|
42,000.00
|
15,960.00
|
||
| Tukang batu |
org
|
0.1900
|
65,000.00
|
12,350.00
|
||
| Kepala Tukang |
org
|
0.0190
|
75,000.00
|
1,425.00
|
||
| Mandor |
org
|
0.0190
|
80,000.00
|
1,520.00
|
||
| Jumlah |
221,242.74
|
|||||
| Dibulatkan |
221,243.00
|
|||||
| M-20 | 1 M' Pasang Talang Seng Datar | |||||
| Seng pelat 3" x 6" |
lbr
|
0.50000
|
20,801.00
|
10,400.50
|
||
| Paku |
kg
|
0.01500
|
23,400.00
|
351.00
|
||
| Kayu kelas II |
m3
|
0.00960
|
2,850,000.00
|
27,360.00
|
||
| Meni besi |
kg
|
0.2500
|
30,400.00
|
7,600.00
|
||
| Pekerja |
org
|
0.1500
|
42,000.00
|
6,300.00
|
||
| Tukang batu |
org
|
0.4000
|
65,000.00
|
26,000.00
|
||
| Kepala Tukang |
org
|
0.0250
|
75,000.00
|
1,875.00
|
||
| Mandor |
org
|
0.0013
|
80,000.00
|
100.00
|
||
| Jumlah |
79,986.50
|
|||||
| Dibulatkan |
79,987.00
|
|||||
| M-21 | 1 Buah Closet Duduk | |||||
| Closet duduk |
bh
|
1.00
|
1,724,700.00
|
1,724,700.00
|
||
| Pekerja |
org
|
3.3000
|
42,000.00
|
138,600.00
|
||
| Tukang batu |
org
|
1.1000
|
65,000.00
|
71,500.00
|
||
| Kepala Tukang |
org
|
0.0010
|
75,000.00
|
75.00
|
||
| Mandor |
org
|
0.1600
|
80,000.00
|
12,800.00
|
||
| Perlengkapan 6 % harga closet |
lot
|
0.0600
|
1,724,700.00
|
103,482.00
|
||
| Jumlah |
2,051,157.00
|
|||||
| Dibulatkan |
2,051,157.00
|
|||||
| M-22 | 1 Buah Tangki Air fibreglass Volume 1 m3 | |||||
| Bak fibreglass kapasitas 1 m3 |
bh
|
1.00
|
1,316,400.00
|
1,316,400.00
|
||
| Pekerja |
org
|
3.3000
|
42,000.00
|
138,600.00
|
||
| Tukang batu |
org
|
1.1000
|
65,000.00
|
71,500.00
|
||
| Kepala Tukang |
org
|
0.0010
|
75,000.00
|
75.00
|
||
| Mandor |
org
|
0.1600
|
80,000.00
|
12,800.00
|
||
| Perlengkapan 6 % harga bak |
lot
|
0.0600
|
1,316,400.00
|
78,984.00
|
||
| Jumlah |
1,618,359.00
|
|||||
| Dibulatkan |
1,618,359.00
|
|||||
| M-23 | 1 Unit Septictank 2x1,50x1,50 m + Rembesan | |||||
| Galian tanah |
m3
|
4.500
|
26,252.00
|
118,134.00
|
||
| Pasir urug |
m3
|
0.214
|
175,300.00
|
37,514.20
|
||
| lantai kerja |
m3
|
2.250
|
716,798.00
|
1,612,795.50
|
||
| Pas bata adk 1pc : 3ps |
m2
|
15.000
|
220,267.10
|
3,304,006.50
|
||
| Pelat beton K-225 |
m3
|
0.300
|
6,438,864.00
|
1,931,659.20
|
||
| Plesteran adk 1pc : 3ps |
m2
|
15.000
|
41,301.82
|
619,527.30
|
||
| Pipa PVC 4" jenis AW |
m'
|
5.400
|
256,800.00
|
1,386,720.00
|
||
| Pipa GIP 1 1/2" |
m'
|
5.000
|
46,750.00
|
233,750.00
|
||
| Galian tanah untuk rembesan |
m3
|
3.375
|
20,000.00
|
67,500.00
|
||
| Pas ijuk |
kg
|
5.400
|
23,400.00
|
126,360.00
|
||
| Urugan kerikil 3/5 |
m3
|
1.050
|
205,000.00
|
215,250.00
|
||
| Pipa PVC 4" berlubang jenis AW |
m'
|
9.000
|
36,700.00
|
330,300.00
|
||
| Urugan dan perataan tanah |
m3
|
1.125
|
34,584.00
|
38,907.00
|
||
| Jumlah |
10,022,423.70
|
|||||
| Dibulatkan |
10,022,424.00
|
|||||
| M-24 | 1 Unit Septictank 1x1,50x1,50 m + Rembesan | |||||
| Galian tanah |
m3
|
2.250
|
20,000.00
|
45,000.00
|
||
| Pasir urug |
m3
|
0.107
|
175,300.00
|
18,757.10
|
||
| lantai kerja |
m3
|
1.125
|
716,798.00
|
806,397.75
|
||
| Pas bata adk 1pc : 3ps |
m2
|
7.500
|
220,267.10
|
1,652,003.25
|
||
| Pelat beton K-225 |
m3
|
0.150
|
6,438,864.00
|
965,829.60
|
||
| Plesteran adk 1pc : 3ps |
m2
|
7.500
|
41,301.82
|
309,763.65
|
||
| Pipa PVC 4" jenis AW |
m'
|
9.000
|
256,800.00
|
2,311,200.00
|
||
| Pipa GIP 1 1/2" |
m'
|
2.500
|
46,750.00
|
116,875.00
|
||
| Galian tanah untuk rembesan |
m3
|
1.688
|
20,000.00
|
33,760.00
|
||
| Pas ijuk |
kg
|
2.700
|
23,400.00
|
63,180.00
|
||
| Urugan kerikil 3/5 |
m3
|
0.525
|
205,000.00
|
107,625.00
|
||
| Pipa PVC 4" berlubang jenis AW |
m'
|
9.000
|
36,700.00
|
330,300.00
|
||
| Urugan dan perataan tanah |
m3
|
0.563
|
34,584.00
|
19,470.79
|
||
| Jumlah |
6,780,162.14
|
|||||
| Dibulatkan |
6,780,162.00
|
|||||
Analisa Pekerjaan Bongkaran
Analisa Pekerjaan Bongkaran
| X | PEKERJAAN BONGKARAN : | |||||||||
| 1 | Bongkar dinding 1/2 batu | M2 | pekerja | 0.2 | org/hr | |||||
| mandor | 0.01 | org/hr | ||||||||
| 2 | Bongkar dinding 1/2 batu | M3 | pekerja | 2 | org/hr | |||||
| mandor | 0.1 | org/hr | ||||||||
| 3 | Bongkar batu kali | M3 | pekerja | 1.5 | org/hr | |||||
| (tebal < 50 cm) | mandor | 0.075 | org/hr | |||||||
| 4 | Bongkar batu kali | M3 | pekerja | 3 | org/hr | |||||
| (tebal < 50 cm) | mandor | 0.15 | org/hr | |||||||
| 5 | Bongkar beton | M3 | tukang | 1.2 | org/hr | |||||
| kepala tukang | 0.12 | org/hr | ||||||||
| pekerja | 6 | org/hr | ||||||||
| mandor | 0.3 | org/hr | ||||||||
| 6 | Bongkar beton bertulang | M3 | tukang | 1.6 | org/hr | |||||
| kepala tukang | 0.16 | org/hr | ||||||||
| pekerja | 8 | org/hr | ||||||||
| mandor | 0.4 | org/hr | ||||||||
| 7 | Bongkar lantai | M2 | pekerja | 0.1 | org/hr | |||||
| mandor | 0.01 | org/hr | ||||||||
| 8 | Bongkar plesteran | M2 | pekerja | 0.05 | org/hr | |||||
| mandor | 0.0025 | org/hr | ||||||||
| 9 | Bongkar atas genteng | M2 | pekerja | 0.02 | org/hr | |||||
| mandor | 0.01 | org/hr | ||||||||
| 10 | Bongkar karpusan atap genteng | M2 | pekerja | 0.03 | org/hr | |||||
| mandor | 0.015 | org/hr | ||||||||
| 11 | Bongkar atap seng/asbes | M2 | tk. Besi | 0.05 | org/hr | |||||
| pekerja | 0.01 | org/hr | ||||||||
| 12 | Bongkar kaso & reng kayu | M2 | tk. Kayu | 0.025 | org/hr | |||||
| (kayu tidak dipakai lagi) | ke. Tk. Kayu | 0.0025 | org/hr | |||||||
| pekerja | 0.1 | org/hr | ||||||||
| mandor | 0.005 | org/hr | ||||||||
| 13 | Bongkar rangka atap kuda-2 kayu | M3 | tukang kayu | 1 | org/hr | |||||
| kepala tukang | 0.2 | org/hr | ||||||||
| 14 | Bongkar plafond + rangka | M2 | pekerja | 0.04 | org/hr | |||||
| mandor | 0.02 | org/hr | ||||||||
| 15 | Bongkar lisplank | M' | pekerja | 0.03 | org/hr | |||||
| mandor | 0.015 | org/hr | ||||||||
| 16 | Bongkar kusen pintu | M3 | tukang | 1 | org/hr | |||||
| kepala tukang | 0.1 | org/hr | ||||||||
| 17 | Bongkar daun pintu | M2 | pekerja | 0.02 | org/hr | |||||
| mandor | 0.001 | org/hr | ||||||||
| 18 | Bongkar kaca | M2 | pekerja | 0.03 | org/hr | |||||
| mandor | 0.003 | org/hr | ||||||||
| 19 | Bongkar rabat beton | M2 | pekerja | 0.05 | org/hr | |||||
| mandor | 0.0025 | org/hr | ||||||||
| 20 | Bongkar bak air teraso | BH | pekerja | 0.3 | org/hr | |||||
| mandor | 0.015 | org/hr |
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