Analisa Harga Satuan Pekerjaan Sanitasi Diposkan : 04 Juni 2014 Oleh : Endang Kusman
No.
URAIAN
M01
1 Buah Closet jongkok Porselen Standar Closet jongkok P.C (50 gk) Pasir pasang Pekerja Tukang batu Kepala Tukang Mandor Jumlah Dibulatkan
M02
bh Kg m3 org org org org
1.00 6.00 0.01 1.0000 1.5000 1.5000 0.1600
188,200.00 1,406.00 233,400.00 42,000.00 65,000.00 75,000.00 80,000.00
188,200.00 8,436.00 2,334.00 42,000.00 97,500.00 112,500.00 12,800.00 463,770.00 463,770.00
bh Kg m3 org org org org lot
1.00 1,773,400.00 1,773,400.00 6.00 1,406.00 0.01 233,400.00 1.0000 42,000.00 1.0000 65,000.00 0.1000 75,000.00 0.0010 80,000.00 0.3000 1,773,400.00 1,773,400.00
1,773,400.00 8,436.00 2,334.00 42,000.00 65,000.00 7,500.00 80.00 532,020.00 2,430,770.00 2,430,770.00
unit Kg m3 org org org org lot
1.00 1,012,700.00 1,012,700.00 6.00 1,406.00 0.01 233,400.00 1.2000 42,000.00 1.4500 65,000.00 0.1500 75,000.00 0.1000 80,000.00 0.1200 1,773,400.00 1,773,400.00
1,012,700.00 8,436.00 2,334.00 50,400.00 94,250.00 11,250.00 8,000.00 212,808.00 1,400,178.00 1,400,178.00
1 Buah Wastafel wastafel standar P.C (50 gk) Pasir pasang Pekerja Tukang batu Kepala Tukang Mandor Perlengkapan 12 % harga wastafel Jumlah Dibulatkan
M04
HARGA (Rp)
1 Buah Urinoir Urinoir P.C (50 gk) Pasir pasang Pekerja Tukang batu Kepala Tukang Mandor Perlengkapan 30 % harga urinoir Jumlah Dibulatkan
M03
SAT VOLUME HARGA HARGA SAT (Rp)
1 Buah bak Mandi Fibreglass Volume 0,30 m3 Bak fibreglass 0.60m x 0.60m Pekerja
bh org
1.00 1.8000
255,300.00 255,300.00 42,000.00
255,300.00 75,600.00
Tukang batu Kepala Tukang Mandor Perlengkapan 18 % harga bak Jumlah Dibulatkan M05
65,000.00 75,000.00 80,000.00 255,300.00
175,500.00 40,500.00 8,800.00 45,954.00 601,654.00 601,654.00
bh bh Kg m3 m3 org org org org
1.10 25.00 10.300 0.061 0.069 0.3800 0.1900 0.0190 0.0190
61,700.00 775.00 1,406.00 233,400.00 175,300.00 42,000.00 65,000.00 75,000.00 80,000.00
67,870.00 19,375.00 14,481.80 14,237.40 12,095.70 15,960.00 12,350.00 1,425.00 1,520.00 159,314.90 159,315.00
775.00 1,406.00 233,400.00 211,100.00 16,500.00 255,400.00 42,000.00 65,000.00 75,000.00 80,000.00 42,000.00
144,150.00 160,284.00 42,945.60 6,966.30 80,025.00 30,648.00 90,720.00 46,800.00 5,400.00 8,640.00 4,200.00 620,778.90 620,779.00
775.00 1,406.00 233,400.00 211,100.00 16,500.00 255,400.00 42,000.00 65,000.00 75,000.00
41,075.00 61,864.00 16,338.00 14,777.00 26,400.00 15,324.00 134,400.00 65,975.00 112.50
1 Buah Bak Kontrol Pas Bata Merah Uk (60 x 60) cm Bata merah P.C (50 gk) Pasir pasang Batu pecah 2/3 Besi beton Pasir beton Pekerja Tukang batu Kepala Tukang Mandor Tukang gali Jumlah Dibulatkan
M07
2.7000 0.5400 0.1100 0.1800
1 M' Saluran Air Limbah Buis beton d = 30 cm - 60 cm Buis beton Ø 30 cm Bata merah P.C (50 gk) Pasir pasang Pasir urug Pekerja Tukang batu Kepala Tukang Mandor Jumlah Dibulatkan
M06
org org org lot
bh Kg m3 m3 m3 m3 org org org org org
186.00 114.000 0.184 0.033 4.850 0.120 2.1600 0.7200 0.0720 0.1080 0.1000
1 Buah Bak Kontrol Pas Bata Merah Uk (30 x 30) cm Bata merah P.C (50 gk) Pasir pasang Batu pecah 2/3 Besi beton Pasir beton Pekerja Tukang batu Kepala Tukang
bh Kg m3 m3 m3 m3 org org org
53.00 44.000 0.070 0.070 1.600 0.060 3.2000 1.0150 0.0015
Mandor Jumlah Dibulatkan M08
m' org org org org lot
1.2000 0.0360 0.0600 0.0060 0.0018 0.3500
10,025.00 42,000.00 65,000.00 75,000.00 80,000.00 12,030.00
12,030.00 1,512.00 3,900.00 450.00 144.00 4,210.50 22,246.50 22,247.00
m' org org org org lot
1.2000 0.0360 0.0600 0.0060 0.0018 0.3500
15,800.00 42,000.00 65,000.00 75,000.00 80,000.00 18,960.00
18,960.00 1,512.00 3,900.00 450.00 144.00 6,636.00 31,602.00 31,602.00
m' org org org org lot
1.2000 0.0360 0.0600 0.0060 0.0018 0.3500
26,475.00 42,000.00 65,000.00 75,000.00 80,000.00 31,770.00
31,770.00 1,512.00 3,900.00 450.00 144.00 11,119.50 48,895.50 48,896.00
m' org org org org lot
1.2000 0.0360 0.0600 0.0060 0.0018 0.3500
27,675.00 42,000.00 65,000.00 75,000.00 80,000.00 31,770.00
33,210.00 1,512.00 3,900.00 450.00 144.00 11,119.50 50,335.50 50,336.00
m'
1.2000
86,975.00
104,370.00
1 M' Pipa PVC Ø 2" (AW) Pipa pvc Ø 2" Pekerja Tukang batu Kepala Tukang Mandor Perlengkapan 35 % harga pipa Jumlah Dibulatkan
M12
1,280.00 377,545.50 377,546.00
1 M' Pipa PVC Ø 11/2" (AW) Pipa pvc Ø 11/2" Pekerja Tukang batu Kepala Tukang Mandor Perlengkapan 35 % harga pipa Jumlah Dibulatkan
M11
80,000.00
1 M' Pipa PVC Ø 1" (AW) Pipa pvc Ø 1" Pekerja Tukang batu Kepala Tukang Mandor Perlengkapan 35 % harga pipa Jumlah Dibulatkan
M10
0.0160
1 M' Pipa PVC Ø 1/2" (AW) Pipa pvc Ø 1/2" Pekerja Tukang batu Kepala Tukang Mandor Perlengkapan 35 % harga pipa Jumlah Dibulatkan
M09
org
1 M' Pipa PVC Ø 4" (AW) Pipa pvc Ø 4"
Pekerja Tukang batu Kepala Tukang Mandor Perlengkapan 35 % harga pipa Jumlah Dibulatkan M13
3,402.00 8,775.00 1,012.50 328.00 36,529.50 154,417.00 154,417.00
m' org org org org lot
1.2000 0.0810 0.1350 0.0135 0.0041 0.3500
13,050.00 42,000.00 65,000.00 75,000.00 80,000.00 15,660.00
15,660.00 3,402.00 8,775.00 1,012.50 328.00 5,481.00 34,658.50 34,659.00
bh
1.0000
397,800.00
397,800.00
org org org org
0.0300 0.3000 0.0300 0.0015
42,000.00 65,000.00 75,000.00 80,000.00
1,260.00 19,500.00 2,250.00 120.00 420,930.00 420,930.00
bh bh org org org org
1.0000 0.0250 0.0100 0.1000 0.0100 0.0050
40,900.00 4,200.00 42,000.00 65,000.00 75,000.00 80,000.00
40,900.00 105.00 420.00 6,500.00 750.00 400.00 49,075.00 49,075.00
bh org org org org
1.0000 0.0100 0.1000 0.0100 0.0050
66,600.00 42,000.00 65,000.00 75,000.00 80,000.00
66,600.00 420.00 6,500.00 750.00 400.00 74,670.00 74,670.00
1 Buah Kran Ø 1/2" - 3/4" Kran air Seal tape Pekerja Tukang batu Kepala Tukang Mandor Jumlah Dibulatkan
M16
42,000.00 65,000.00 75,000.00 80,000.00 104,370.00
1 Buah Bak Cuci piring Stainless steel Bak cuci stainless steel + asesoris lengkap Pekerja Tukang batu Kepala Tukang Mandor Jumlah Dibulatkan
M15
0.0810 0.1350 0.0135 0.0041 0.3500
1 M' Pipa PVC Ø 3/4" (AW) Pipa pvc Ø 3/4" Pekerja Tukang batu Kepala Tukang Mandor Perlengkapan 35 % harga pipa Jumlah Dibulatkan
M14
org org org org lot
1 Buah Floor Drain Floor drain Pekerja Tukang batu Kepala Tukang Mandor Jumlah Dibulatkan
M17
1 M' Grafel beton U 20 cm -60 cm Pipa beton U Bata merah P.C (50 gk) Pasir pasang Pasir urug Pekerja Tukang batu Kepala Tukang Mandor Jumlah Dibulatkan
M18
44,300.00 775.00 1,406.00 233,400.00 175,300.00 42,000.00 65,000.00 75,000.00 80,000.00
48,730.00 9,300.00 144.82 7,118.70 6,047.85 420.00 6,500.00 750.00 400.00 79,411.37 79,411.00
m' lot org org org org
1.05000 0.3500 0.1500 0.4000 0.0250 0.0013
60,000.00 63,000.00 42,000.00 65,000.00 75,000.00 80,000.00
63,000.00 22,050.00 6,300.00 26,000.00 1,875.00 100.00 119,325.00 119,325.00
1.10 25.00 0.206 0.061 0.069 0.3800 0.1900 0.0190 0.0190
130,900.00 775.00 1,406.00 233,400.00 175,300.00 42,000.00 65,000.00 75,000.00 80,000.00
143,990.00 19,375.00 289.64 14,237.40 12,095.70 15,960.00 12,350.00 1,425.00 1,520.00 221,242.74 221,243.00
0.50000 20,801.00 0.01500 23,400.00 0.00960 2,850,000.00 0.2500 30,400.00 0.1500 42,000.00 0.4000 65,000.00 0.0250 75,000.00
10,400.50 351.00 27,360.00 7,600.00 6,300.00 26,000.00 1,875.00
1 M' Saluran Air Limbah Buis Beton Ø 60 cm Buis beton Ø 60 cm Bata merah P.C (50 gk) Pasir pasang Pasir urug Pekerja Tukang batu Kepala Tukang Mandor Jumlah Dibulatkan
M20
1.1000 12.0000 0.1030 0.0305 0.0345 0.0100 0.1000 0.0100 0.0050
1 M' Pasang Talang Plastik PVC U 15 cm (AW) Talang plastik PVC Perlengkapan 35 % harga talang Pekerja Tukang batu Kepala Tukang Mandor Jumlah Dibulatkan
M19
bh bh zak m3 m3 org org org org
bh bh zak m3 m3 org org org org
1 M' Pasang Talang Seng Datar Seng pelat 3" x 6" Paku Kayu kelas II Meni besi Pekerja Tukang batu Kepala Tukang
lbr kg m3 kg org org org
Mandor Jumlah Dibulatkan M21
100.00 79,986.50 79,987.00
bh org org org org lot
1.00 1,724,700.00 3.3000 42,000.00 1.1000 65,000.00 0.0010 75,000.00 0.1600 80,000.00 0.0600 1,724,700.00
1,724,700.00 138,600.00 71,500.00 75.00 12,800.00 103,482.00 2,051,157.00 2,051,157.00
1.00 1,316,400.00 3.3000 42,000.00 1.1000 65,000.00 0.0010 75,000.00 0.1600 80,000.00 0.0600 1,316,400.00
1,316,400.00 138,600.00 71,500.00 75.00 12,800.00 78,984.00 1,618,359.00 1,618,359.00
4.500 26,252.00 0.214 175,300.00 2.250 716,798.00 15.000 220,267.10 0.300 6,438,864.00 15.000 41,301.82 5.400 256,800.00 5.000 46,750.00 3.375 20,000.00 5.400 23,400.00 1.050 205,000.00 9.000 36,700.00 1.125 34,584.00
118,134.00 37,514.20 1,612,795.50 3,304,006.50 1,931,659.20 619,527.30 1,386,720.00 233,750.00 67,500.00 126,360.00 215,250.00 330,300.00 38,907.00 10,022,423.70 10,022,424.00
bh org org org org lot
1 Unit Septictank 2x1,50x1,50 m + Rembesan Galian tanah Pasir urug lantai kerja Pas bata adk 1pc : 3ps Pelat beton K-225 Plesteran adk 1pc : 3ps Pipa PVC 4" jenis AW Pipa GIP 1 1/2" Galian tanah untuk rembesan Pas ijuk Urugan kerikil 3/5 Pipa PVC 4" berlubang jenis AW Urugan dan perataan tanah Jumlah Dibulatkan
M24
80,000.00
1 Buah Tangki Air fibreglass Volume 1 m3 Bak fibreglass kapasitas 1 m3 Pekerja Tukang batu Kepala Tukang Mandor Perlengkapan 6 % harga bak Jumlah Dibulatkan
M23
0.0013
1 Buah Closet Duduk Closet duduk Pekerja Tukang batu Kepala Tukang Mandor Perlengkapan 6 % harga closet Jumlah Dibulatkan
M22
org
m3 m3 m3 m2 m3 m2 m' m' m3 kg m3 m' m3
1 Unit Septictank 1x1,50x1,50 m + Rembesan Galian tanah Pasir urug lantai kerja
m3 m3 m3
2.250 0.107 1.125
20,000.00 175,300.00 716,798.00
45,000.00 18,757.10 806,397.75
Pas bata adk 1pc : 3ps Pelat beton K-225 Plesteran adk 1pc : 3ps Pipa PVC 4" jenis AW Pipa GIP 1 1/2" Galian tanah untuk rembesan Pas ijuk Urugan kerikil 3/5 Pipa PVC 4" berlubang jenis AW Urugan dan perataan tanah Jumlah Dibulatkan Kembali ke Analisa SNI
m2 m3 m2 m' m' m3 kg m3 m' m3
7.500 220,267.10 0.150 6,438,864.00 7.500 41,301.82 9.000 256,800.00 2.500 46,750.00 1.688 20,000.00 2.700 23,400.00 0.525 205,000.00 9.000 36,700.00 0.563 34,584.00
1,652,003.25 965,829.60 309,763.65 2,311,200.00 116,875.00 33,760.00 63,180.00 107,625.00 330,300.00 19,470.79 6,780,162.14 6,780,162.00
