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
|