Analisa Harga Satuan Pekerjaan Sanitasi

Diposkan : 04 Juni 2014
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

Kembali ke Analisa SNI