Analisa HARGA SATUAN PEKERJAAN Rabat Beton

Barangkali Anda ingin belajar menghitung pekerjaan beton, seperti beton sloof, beton kolom, balok beton, dan lantai beton, termasuk pekerjaan penulangan beton. Berikut ini saya sajikan cara menghitung harga satuan pekerjaan beton dengan menggunakan analisa harga satuan pekerjaan beton – AHS-SNI 2014. Pada AHS-SNI 2014 ini, juga Anda bisa menghitung harga satuan membuat beton mutu K-225 dan K-275.

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Apa yang dimaksud dengan rabat beton?
Beton 1 2 3 setara k berapa?
Campuran 1 2 3 k berapa?

No.	URAIAN	SATUAN	VOLUME	HARGA SATUAN	HARGA
				(Rp)	(Rp)
D-01	1 M3 Membuat Beton Tumbuk adk 1pc:3ps:5kr
	Semen Portland	Kg	218.0000	1,548.00	337,464.00
	Pasir Beton	M3	0.5200	255,400.00	132,808.00
	Batu Pecah Mesin 2/3	M3	0.8700	218,268.00	189,893.16
	Pekerja	Oh	1.6500	67,000.00	110,550.00
	Tukang Batu	Oh	0.2500	70,000.00	17,500.00
	Kepala Tukang	Oh	0.0250	80,000.00	2,000.00
	Mandor	Oh	0.0800	85,000.00	6,800.00
	Jumlah				797,015.16
					797,015.00
D-02	1 M3 Membuat Beton Tumbuk adk 1pc:3ps:6kr
	Semen Portland	Kg	197.0000	1,548.00	304,956.00
	Pasir Beton	M3	0.4700	255,400.00	120,038.00
	Batu Pecah Mesin 2/3	M3	0.9400	218,268.00	205,171.92
	Pekerja	Oh	1.6500	67,000.00	110,550.00
	Tukang Batu	Oh	0.2500	70,000.00	17,500.00
	Kepala Tukang	Oh	0.0250	80,000.00	2,000.00
	Mandor	Oh	0.0800	85,000.00	6,800.00
	Jumlah				767,015.92
					767,016.00
D-03	1 M3 Membuat Beton Tumbuk 1pc:2ps:3kr
	Semen Portland	Kg	336.0000	1,548.00	520,128.00
	Pasir Beton	M3	0.5400	255,400.00	137,916.00
	Batu Pecah Mesin 2/3	M3	0.8100	218,268.00	176,797.08
	Pekerja	Oh	2.0000	67,000.00	134,000.00
	Tukang Batu	Oh	0.3500	70,000.00	24,500.00
	Kepala Tukang	Oh	0.0350	80,000.00	2,800.00
	Mandor	Oh	1.0000	85,000.00	85,000.00
	Jumlah				1,081,141.08
					1,081,141.00
D-04	1 M3 Membuat Beton Tumbuk adk 1pc:2ps:4kr
	Semen Portland	Kg	291.0000	1,548.00	450,468.00
	Pasir Beton	M3	0.4700	255,400.00	120,038.00
	Batu Pecah Mesin 2/3	M3	0.9300	218,268.00	202,989.24
	Pekerja	Oh	2.0000	67,000.00	134,000.00
	Tukang Batu	Oh	0.3500	70,000.00	24,500.00
	Kepala Tukang	Oh	0.0350	80,000.00	2,800.00
	Mandor	Oh	1.0000	85,000.00	85,000.00
	Jumlah				1,019,795.24
					1,019,795.00
D-05	1 Kg Pembesian Dengan Besi Polos/ulir
	Besi Beton ( Polos / Ulir )	Kg	1.0500	16,500.00	17,325.00
	Kawat Beton	Kg	0.0150	30,500.00	457.50
	Pekerja	Oh	0.0070	67,000.00	469.00
	Tukang Besi	Oh	0.0070	70,000.00	490.00
	Kepala Tukang	Oh	0.0007	80,000.00	56.00
	Mandor	Oh	0.0003	85,000.00	25.50
	Jumlah				18,823.00
					18,823.00
D-06	1 M2 Pasang Bekesting Untuk Pondasi
	Kayu papan terentang	M3	0.0400	2,950,000.00	118,000.00
	Paku Biasa 2″ – 5″	Kg	0.3000	24,000.00	7,200.00
	Pekerja	Oh	0.3000	67,000.00	20,100.00
	Tukang Kayu	Oh	0.2600	70,000.00	18,200.00
	Kepala Tukang	Oh	0.0260	80,000.00	2,080.00
	Mandor	Oh	0.0050	85,000.00	425.00
	Jumlah				166,005.00
					166,005.00
D-07	1 M2 Pasang Bekisting Untuk Sloof
	Kayu papan terentang	M3	0.0450	2,950,000.00	132,750.00
	Paku Biasa 2″ – 5″	Kg	0.3000	24,000.00	7,200.00
	Pekerja	Oh	0.3000	67,000.00	20,100.00
	Tukang Kayu	Oh	0.2600	70,000.00	18,200.00
	Kepala Tukang	Oh	0.0260	80,000.00	2,080.00
	Mandor	Oh	0.0050	85,000.00	425.00
	Jumlah				180,755.00
					180,755.00
D-08
	Kayu papan terentang	M3	0.0400	2,950,000.00	118,000.00
	Paku Biasa 2″ – 5″	Kg	0.4000	24,000.00	9,600.00
	Kayu balok terentang	M3	0.0150	2,705,000.00	40,575.00
	MultiPlek 9 mm 120 x 240	Lbr	0.3500	215,000.00	75,250.00
	Dolken Ø-8-10/4m	Btg	2.0000	30,800.00	61,600.00
	Pekerja	Oh	0.3000	67,000.00	20,100.00
	Tukang Kayu	Oh	0.3300	70,000.00	23,100.00
	Kepala Tukang	Oh	0.0330	80,000.00	2,640.00
	Mandor	Oh	0.0060	85,000.00	510.00
	Jumlah				351,375.00
					351,375.00
D-09	1 M2 Pasang Bekesting Untuk Balok
	Kayu papan terentang	M3	0.0400	2,950,000.00	118,000.00
	Paku Biasa 2″ – 5″	Kg	0.4000	24,000.00	9,600.00
	Kayu balok terentang	M3	0.0180	2,705,000.00	48,690.00
	MultiPlek 9 mm 120 x 240	Lbr	0.3500	215,000.00	75,250.00
	Dolken Ø-8-10/4m	Btg	2.0000	30,800.00	61,600.00
	Pekerja	Oh	0.3000	67,000.00	20,100.00
	Tukang Kayu	Oh	0.3300	70,000.00	23,100.00
	Kepala Tukang	Oh	0.0330	80,000.00	2,640.00
	Mandor	Oh	0.0060	85,000.00	510.00
	Jumlah				359,490.00
					359,490.00
D-10	1 M2 Pasang Bekesting Untuk Lantai
	Kayu papan terentang	M3	0.0400	2,950,000.00	118,000.00
	Paku Biasa 2″ – 5″	Kg	0.4000	24,000.00	9,600.00
	Minyak Bekisting	Ltr	0.2000	45,000.00	9,000.00
	Kayu balok terentang	M3	0.0150	2,705,000.00	40,575.00
	MultiPlek 9 mm 120 x 240	Lbr	0.3500	215,000.00	75,250.00
	Dolken Ø-8-10/4m	Btg	6.0000	30,800.00	184,800.00
	Pekerja	Oh	0.3000	67,000.00	20,100.00
	Tukang Kayu	Oh	0.3300	70,000.00	23,100.00
	Kepala Tukang	Oh	0.0330	80,000.00	2,640.00
	Mandor	Oh	0.0060	85,000.00	510.00
	Jumlah				483,575.00
	Kayu papan terentang	M3	0.0300	2,950,000.00	88,500.00
	Paku Biasa 2″ – 5″	Kg	0.4000	24,000.00	9,600.00
	Kayu balok terentang	M3	0.0150	2,705,000.00	40,575.00
	MultiPlek 9 mm 120 x 240	Lbr	0.3500	215,000.00	75,250.00
	Dolken Ø-8-10/4m	Btg	2.0000	30,800.00	61,600.00
	Pekerja	Oh	0.3200	67,000.00	21,440.00
	Tukang Kayu	Oh	0.3300	70,000.00	23,100.00
	Kepala Tukang	Oh	0.0330	80,000.00	2,640.00
	Mandor	Oh	0.0060	85,000.00	510.00
	Jumlah				323,215.00
					323,215.00
D-12	1 M3 Membuat Beton Cor Mutu K-225
	Semen Portland	Kg	388.0000	1,548.00	600,624.00
	Pasir Beton	m3	0.6500	255,400.00	166,010.00
	Batu Pecah Mesin 2/3	M3	0.6500	218,268.00	141,874.20
	Air	ltr	215.0000	3,500.00	752,500.00
	Pekerja	Oh	6.0000	67,000.00	402,000.00
	Tukang Batu	Oh	1.0000	70,000.00	70,000.00
	Kepala Tukang	Oh	0.1000	80,000.00	8,000.00
	Mandor	Oh	0.3000	85,000.00	25,500.00
	Jumlah				2,166,508.20
					2,166,508.00
D-13	1 M3 Membuat Beton Cor Mutu K-275
	Semen Portland	Kg	400.0000	1,548.00	619,200.00
	Pasir Beton	M3	0.4000	255,400.00	102,160.00
	Koral Beton 2/3	M3	0.8200	218,268.00	178,979.76
	Air	ltr	215.0000	3,500.00	752,500.00
	Pekerja	Oh	6.0000	67,000.00	402,000.00
	Tukang Batu	Oh	1.0000	70,000.00	70,000.00
	Kepala Tukang	Oh	0.1000	80,000.00	8,000.00
	Mandor	Oh	0.3000	85,000.00	25,500.00
	Jumlah				2,158,339.76
					2,158,340.00
D-14	1 M3 Pondasi Beton Tulang (150 kg besi + bekisting)
	Kayu papan terentang	M3	0.2000	2,950,000.00	590,000.00
	Paku Biasa 2″ – 5″	Kg	1.5000	24,000.00	36,000.00
	Besi beton	Kg	150.0000	16,500.00	2,475,000.00
	Kawat Beton	Kg	2.2500	30,500.00	68,625.00
	Semen Portland	Kg	323.0000	1,548.00	500,004.00
	Pasir Beton	M3	0.5200	255,400.00	132,808.00
	Koral Beton 2/3	M3	0.7800	218,268.00	170,249.04
	Pekerja	Oh	3.9000	67,000.00	261,300.00
	Tukang Batu	Oh	0.3500	70,000.00	24,500.00
	Tukang Kayu	Oh	1.0400	70,000.00	72,800.00
	Tukang Besi	Oh	1.0500	70,000.00	73,500.00
	Kepala Tukang	Oh	0.2450	80,000.00	19,600.00
	Mandor	Oh	0.1650	85,000.00	14,025.00
	Jumlah				4,438,411.04
					4,438,411.00
D-15	1 M3 Sloof Beton Tulang 15/20, (180 kg besi + bekisting)
	Kayu papan terentang	M3	0.2700	2,950,000.00	796,500.00
	Paku biasa 2″ – 5″.	Kg	2.0000	24,000.00	48,000.00
	Besi beton	Kg	180.0000	16,500.00	2,970,000.00
	Kawat beton	Kg	3.0000	30,500.00	91,500.00
	Semen portland	Kg	323.0000	1,548.00	500,004.00
	Pasir beton	M3	0.5200	255,400.00	132,808.00
	Batu pecah mesin 2/3	M3	0.7800	218,268.00	170,249.04
	Pekerja	Oh	4.8500	67,000.00	324,950.00
	Tukang batu	Oh	0.3500	70,000.00	24,500.00
	Tukang kayu	Oh	1.5600	70,000.00	109,200.00
	Tukang besi	Oh	1.4000	70,000.00	98,000.00
	Kepala tukang	Oh	0.3310	80,000.00	26,480.00
	Mandor	Oh	0.1700	85,000.00	14,450.00
	Jumlah				5,306,641.04
					5,306,640.00
D-15.Hr	1 M3 Sloof Beton Tulang 15/18 ( 201 kg besi + bekisting ) 6 dia 10 – Dia 8 – 15 Cm.
	Kayu papan terentang	M3	0.2700	2,950,000.00	796,500.00
	Paku biasa 2″ – 5″.	Kg	2.0000	24,000.00	48,000.00
	Besi beton	Kg	201.0000	16,500.00	3,316,500.00
	Kawat beton	Kg	3.0000	30,500.00	91,500.00
	Semen portland	Kg	323.0000	1,548.00	500,004.00
	Pasir beton	M3	0.5200	255,400.00	132,808.00
	Batu pecah mesin 2/3	M3	0.7800	218,268.00	170,249.04
	Pekerja	Oh	4.8500	67,000.00	324,950.00
	Tukang Batu	Oh	0.3500	70,000.00	24,500.00
	Tukang Kayu	Oh	1.5600	70,000.00	109,200.00
	Tukang Besi	Oh	1.4000	70,000.00	98,000.00
	Kepala Tukang	Oh	0.3310	80,000.00	26,480.00
	Mandor	Oh	0.1700	85,000.00	14,450.00
	Jumlah				5,653,141.04
					5,653,141.00
D-15.Hr	1 M3 Sloof Beton Tulang 15/20 ( 180 kg besi + bekisting ) 4 dia 13 – Dia 8 – 15 Cm.
	Kayu papan terentang	M3	0.2700	2,950,000.00	796,500.00
	Paku biasa 2″ – 5″.	Kg	2.0000	24,000.00	48,000.00
	Besi beton	Kg	180.0000	16,500.00	2,970,000.00
	Kawat beton	Kg	3.0000	30,500.00	91,500.00
	Semen portland	Kg	323.0000	1,548.00	500,004.00
	Pasir beton	M3	0.5200	255,400.00	132,808.00
	Batu pecah mesin 2/3	M3	0.7800	218,268.00	170,249.04
	Pekerja	Oh	4.8500	67,000.00	324,950.00
	Tukang Batu	Oh	0.3500	70,000.00	24,500.00
	Tukang Kayu	Oh	1.5600	70,000.00	109,200.00
	Tukang Besi	Oh	1.4000	70,000.00	98,000.00
	Kepala Tukang	Oh	0.3310	80,000.00	26,480.00
	Mandor	Oh	0.1700	85,000.00	14,450.00
	Jumlah				5,306,641.04
					5,306,641.00
	1 M3 Sloof Beton Tulang 20/30 ( 176 kg besi + bekisting )5dia 16 – Dia 8 – 15 Cm.
	Kayu papan terentang	M3	0.2700	2,950,000.00	796,500.00
	Paku biasa 2″ – 5″.	Kg	2.0000	24,000.00	48,000.00
	Besi beton	Kg	176.0000	16,500.00	2,904,000.00
	Kawat beton	Kg	3.0000	30,500.00	91,500.00
	Semen portland	Kg	323.0000	1,548.00	500,004.00
	Pasir beton	M3	0.5200	255,400.00	132,808.00
	Batu pecah mesin 2/3	M3	0.7800	218,268.00	170,249.04
	Pekerja	Oh	4.8500	67,000.00	324,950.00
	Tukang Batu	Oh	0.3500	70,000.00	24,500.00
	Tukang Kayu	Oh	1.5600	70,000.00	109,200.00
	Tukang Besi	Oh	1.4000	70,000.00	98,000.00
	Kepala Tukang	Oh	0.3310	80,000.00	26,480.00
	Mandor	Oh	0.1700	85,000.00	14,450.00
	Jumlah				5,240,641.04
					5,240,641.00
D-16.Hr	1 M3 Kolom Beton Tulang,15/18 ( 201 kg besi + bekisting ) 6 Dia 10 – Dia 8 – 15 Cm.
	Kayu papan terentang	M3	0.4000	2,950,000.00	1,180,000.00
	Paku biasa 2″ – 5″.	Kg	4.0000	24,000.00	96,000.00
	Besi beton	Kg	172.0000	16,500.00	2,838,000.00
	Kawat beton	Kg	1.8000	30,500.00	54,900.00
	Semen portland	Kg	323.0000	1,548.00	500,004.00
	Pasir beton	M3	0.5200	255,400.00	132,808.00
	Batu pecah mesin 2/3	M3	0.7800	218,268.00	170,249.04
	Kayu Balok Terentang	M3	0.1500	2,705,000.00	405,750.00
	MultiPlek 9 mm 120 x 240	Lbr	3.5000		–
	Dolken Ø-8-10/4m	Btg	20.0000		–
	Pekerja	Oh	7.3000	67,000.00	489,100.00
	Tukang batu	Oh	0.3500	70,000.00	24,500.00
	Tukang kayu	Oh	3.3000	70,000.00	231,000.00
	Tukang besi	Oh	2.1000	70,000.00	147,000.00
	Kepala tukang	Oh	0.5700	80,000.00	45,600.00
	Mandor	Oh	0.2500	85,000.00	21,250.00
	Jumlah				6,336,161.04
					6,336,161.00
D-16	1 M3 Kolom Beton Tulang,20/20 (140 kg besi + bekisting) 4 Dia 12 + Dia 8 – 15 Cm
	Kayu papan terentang	M3	0.4000	2,950,000.00	1,180,000.00
	Paku biasa 2″ – 5″.	Kg	4.0000	24,000.00	96,000.00
	Besi beton	Kg	140.0000	16,500.00	2,310,000.00
	Kawat beton	Kg	1.8000	30,500.00	54,900.00
	Semen portland	Kg	323.0000	1,548.00	500,004.00
	Pasir beton	M3	0.5200	255,400.00	132,808.00
	Batu pecah mesin 2/3	M3	0.7800	218,268.00	170,249.04
	Kayu Balok Terentang	M3	0.1500	2,705,000.00	405,750.00
	MultiPlek 9 mm 120 x 240	Lbr	3.5000	–	–
	Dolken Ø-8-10/4m	Btg	20.0000	–	–
	Pekerja	Oh	7.3000	67,000.00	489,100.00
	Tukang batu	Oh	0.3500	70,000.00	24,500.00
	Tukang kayu	Oh	3.3000	70,000.00	231,000.00
	Tukang besi	Oh	2.1000	70,000.00	147,000.00
	Kepala tukang	Oh	0.5700	80,000.00	45,600.00
	Mandor	Oh	0.2500	85,000.00	21,250.00
	Jumlah				5,808,161.04
					5,808,161.00
D-16	1 M3 Kolom Beton Tulang,20/20 (210 kg besi + bekisting) 4 Dia 16 + Dia 8 – 15 Cm
	Kayu papan terentang	M3	0.4000	2,950,000.00	1,180,000.00
	Paku biasa 2″ – 5″.	Kg	4.0000	24,000.00	96,000.00
	Besi beton	Kg	210.0000	16,500.00	3,465,000.00
	Kawat beton	Kg	1.8000	30,500.00	54,900.00
	Semen portland	Kg	323.0000	1,548.00	500,004.00
	Pasir beton	M3	0.5200	255,400.00	132,808.00
	Batu pecah mesin 2/3	M3	0.7800	218,268.00	170,249.04
	Kayu Balok Terentang	M3	0.1500	2,705,000.00	405,750.00
	MultiPlek 9 mm 120 x 240	Lbr	3.5000	–	–
	Dolken Ø-8-10/4m	Btg	20.0000	–	–
	Pekerja	Oh	7.3000	67,000.00	489,100.00
	Tukang batu	Oh	0.3500	70,000.00	24,500.00
	Tukang kayu	Oh	3.3000	70,000.00	231,000.00
	Tukang besi	Oh	2.1000	70,000.00	147,000.00
	Kepala tukang	Oh	0.5700	80,000.00	45,600.00
	Mandor	Oh	0.2500	85,000.00	21,250.00
	Jumlah				6,963,161.04
					6,963,161.00
D-16	1 M3 Kolom Beton Tulang,20/30 (118 kg besi + bekisting)6 Dia 12 + Dia 8 – 15 Cm
	Kayu papan terentang	M3	0.4000	2,950,000.00	1,180,000.00
	Paku biasa 2″ – 5″.	Kg	4.0000	24,000.00	96,000.00
	Besi beton	Kg	118.0000	16,500.00	1,947,000.00
	Kawat beton	Kg	1.8000	30,500.00	54,900.00
	Semen portland	Kg	323.0000	1,548.00	500,004.00
	Pasir beton	M3	0.5200	255,400.00	132,808.00
	Batu pecah mesin 2/3	M3	0.7800	218,268.00	170,249.04
	Kayu Balok Terentang	M3	0.1500	2,705,000.00	405,750.00
	MultiPlek 9 mm 120 x 240	Lbr	3.5000	–	–
	Dolken Ø-8-10/4m	Btg	20.0000	–	–
	Pekerja	Oh	7.3000	67,000.00	489,100.00
	Tukang batu	Oh	0.3500	70,000.00	24,500.00
	Tukang kayu	Oh	3.3000	70,000.00	231,000.00
	Tukang besi	Oh	2.1000	70,000.00	147,000.00
	Kepala tukang	Oh	0.5700	80,000.00	45,600.00
	Mandor	Oh	0.2500	85,000.00	21,250.00
	Jumlah				5,445,161.04
					5,445,161.00
D-17.Hr	1 M3 Kolom Beton Tulang,15/18 ( 201 kg besi + bekisting ) 6 Dia 10 – Dia 8 – 15 Cm.
	Kayu papan terentang	M3	0.4000	2,950,000.00	1,180,000.00
	Paku biasa 2″ – 5″.	Kg	4.0000	24,000.00	96,000.00
	Besi beton	Kg	201.0000	16,500.00	3,316,500.00
	Kawat beton	Kg	2.4000	30,500.00	73,200.00
	Semen portland	Kg	323.0000	1,548.00	500,004.00
	Pasir beton	M3	0.5200	255,400.00	132,808.00
	Batu pecah mesin 2/3	M3	0.7800	218,268.00	170,249.04
	Kayu Balok Terentang	M3	0.1500	2,705,000.00	405,750.00
	MultiPlek 9 mm 120 x 240	Lbr	3.5000	–	–
	Dolken Ø-8-10/4m	Btg	20.0000	–	–
	Pekerja	Oh	7.3000	67,000.00	489,100.00
	Tukang batu	Oh	0.3500	70,000.00	24,500.00
	Tukang kayu	Oh	3.3000	70,000.00	231,000.00
	Tukang besi	Oh	2.1000	70,000.00	147,000.00
	Kepala tukang	Oh	0.5700	80,000.00	45,600.00
	Mandor	Oh	0.2500	85,000.00	21,250.00
	Jumlah				6,832,961.04
					6,832,961.00
D-17.Hr	1 M3 Kolom Beton Tulang,13/18( 220 kg besi + bekisting ) 6 Dia 10 – Dia 8 – 15 Cm.
	Kayu papan terentang	M3	0.4000	2,950,000.00	1,180,000.00
	Paku biasa 2″ – 5″.	Kg	4.0000	24,000.00	96,000.00
	Besi beton	Kg	220.0000	16,500.00	3,630,000.00
	Kawat beton	Kg	2.4000	30,500.00	73,200.00
	Semen portland	Kg	323.0000	1,548.00	500,004.00
	Pasir beton	M3	0.5200	255,400.00	132,808.00
	Batu pecah mesin 2/3	M3	0.7800	218,268.00	170,249.04
	Kayu Balok Terentang	M3	0.1500	2,705,000.00	405,750.00
	MultiPlek 9 mm 120 x 240	Lbr	3.5000	–	–
	Dolken Ø-8-10/4m	Btg	20.0000	–	–
	Pekerja	Oh	7.3000	67,000.00	489,100.00
	Tukang batu	Oh	0.3500	70,000.00	24,500.00
	Tukang kayu	Oh	3.3000	70,000.00	231,000.00
	Tukang besi	Oh	2.1000	70,000.00	147,000.00
	Kepala tukang	Oh	0.5700	80,000.00	45,600.00
	Mandor	Oh	0.2500	85,000.00	21,250.00
	Jumlah				7,146,461.04
					7,146,461.00
D-17.	1 M3 Kolom Beton Tulang,15/20 (180 kg besi + bekisting)
	Kayu papan terentang	M3	0.4000	2,950,000.00	1,180,000.00
	Paku biasa 2″ – 5″.	Kg	4.0000	24,000.00	96,000.00
	Besi beton	Kg	180.0000	16,500.00	2,970,000.00
	Kawat beton	Kg	3.0000	30,500.00	91,500.00
	Semen portland	Kg	323.0000	1,548.00	500,004.00
	Pasir beton	M3	0.5200	255,400.00	132,808.00
	Batu pecah mesin 2/3	M3	0.7800	218,268.00	170,249.04
	Kayu Balok Terentang	M3	0.1500	2,705,000.00	405,750.00
	MultiPlek 9 mm 120 x 240	Lbr	3.5000	–	–
	Dolken Ø-8-10/4m	Btg	20.0000	–	–
	Pekerja	Oh	7.3000	67,000.00	489,100.00
	Tukang batu	Oh	0.3500	70,000.00	24,500.00
	Tukang kayu	Oh	3.3000	70,000.00	231,000.00
	Tukang besi	Oh	2.1000	70,000.00	147,000.00
	Kepala tukang	Oh	0.5700	80,000.00	45,600.00
	Mandor	Oh	0.2500	85,000.00	21,250.00
	Jumlah				6,504,761.04
					6,504,760.00
D-17.	1 M3 Kolom Beton Tulang,30/30 (176kg besi + bekisting)
	Kayu papan terentang	M3	0.4000	2,950,000.00	1,180,000.00
	Paku biasa 2″ – 5″.	Kg	4.0000	24,000.00	96,000.00
	Besi beton	Kg	176.0000	16,500.00	2,904,000.00
	Kawat beton	Kg	3.0000	30,500.00	91,500.00
	Semen portland	Kg	323.0000	1,548.00	500,004.00
	Pasir beton	M3	0.5200	255,400.00	132,808.00
	Batu pecah mesin 2/3	M3	0.7800	218,268.00	170,249.04
	Kayu Balok Terentang	M3	0.1500	2,705,000.00	405,750.00
	MultiPlek 9 mm 120 x 240	Lbr	3.5000	166,500.00	582,750.00
	Dolken Ø-8-10/4m	Btg	20.0000	–	–
	Pekerja	Oh	7.3000	67,000.00	489,100.00
	Tukang batu	Oh	0.3500	70,000.00	24,500.00
	Tukang kayu	Oh	3.3000	70,000.00	231,000.00
	Tukang besi	Oh	2.1000	70,000.00	147,000.00
	Kepala tukang	Oh	0.5700	80,000.00	45,600.00
	Mandor	Oh	0.2500	85,000.00	21,250.00
	Jumlah				7,021,511.04
					7,021,510.00
D-17.	1 M3 Kolom Beton Tulang,25/25 (176kg besi + bekisting)
	Kayu papan terentang	M3	0.4000	2,950,000.00	1,180,000.00
	Paku biasa 2″ – 5″.	Kg	4.0000	24,000.00	96,000.00
	Besi beton	Kg	128.0000	16,500.00	2,112,000.00
	Kawat beton	Kg	3.0000	30,500.00	91,500.00
	Semen portland	Kg	323.0000	1,548.00	500,004.00
	Pasir beton	M3	0.5200	255,400.00	132,808.00
	Batu pecah mesin 2/3	M3	0.7800	218,268.00	170,249.04
	Kayu Balok Terentang	M3	0.1500	2,705,000.00	405,750.00
	MultiPlek 9 mm 120 x 240	Lbr	3.5000	166,500.00	582,750.00
	Dolken Ø-8-10/4m	Btg	20.0000	–	–
	Pekerja	Oh	7.3000	67,000.00	489,100.00
	Tukang batu	Oh	0.3500	70,000.00	24,500.00
	Tukang kayu	Oh	3.3000	70,000.00	231,000.00
	Tukang besi	Oh	2.1000	70,000.00	147,000.00
	Kepala tukang	Oh	0.5700	80,000.00	45,600.00
	Mandor	Oh	0.2500	85,000.00	21,250.00
	Jumlah				6,229,511.04
					6,229,510.00
D-18	1 M3 Kolom Beton Tulang Praktis 12/12 ( 237 kg besi + bekisting )
	Kayu papan terentang	M3	0.0400	2,950,000.00	118,000.00
	Paku biasa 2″ – 5″.	Kg	0.4000	24,000.00	9,600.00
	Besi beton	Kg	237.0000	16,500.00	3,910,500.00
	Kawat beton	Kg	3.5000	30,500.00	106,750.00
	Semen portland	Kg	323.0000	1,548.00	500,004.00
	Pasir beton	M3	0.5200	255,400.00	132,808.00
	Batu pecah mesin 2/3	M3	0.7800	218,268.00	170,249.04
	Kayu Balok Terentang	M3	0.1500	2,705,000.00	405,750.00
	MultiPlek 9 mm 120 x 240	Lbr	3.5000
	Dolken Ø-8-10/4m	Btg	20.0000		–
	Pekerja	Oh	7.3000	67,000.00	489,100.00
	Tukang batu	Oh	0.3500	70,000.00	24,500.00
	Tukang kayu	Oh	3.3000	70,000.00	231,000.00
	Tukang besi	Oh	2.1000	70,000.00	147,000.00
	Kepala tukang	Oh	0.5700	80,000.00	45,600.00
	Mandor	Oh	0.2500	85,000.00	21,250.00
	Jumlah				6,312,111.04
					6,312,110.00
D-19	1 M3 Balok Beton Tulang 15/20,sopi-sopi,ring balk+balok portal ( 180 kg besi + bekisting )
	Kayu papan terentang	M3	0.3200	2,950,000.00	944,000.00
	Paku biasa 2″ – 5″.	Kg	3.2000	24,000.00	76,800.00
	Besi beton	Kg	180.0000	16,500.00	2,970,000.00
	Kawat beton	Kg	3.0000	30,500.00	91,500.00
	Semen portland	Kg	323.0000	1,548.00	500,004.00
	Pasir beton	M3	0.5200	255,400.00	132,808.00
	Batu pecah mesin 2/3	M3	0.7800	218,268.00	170,249.04
	Kayu balok terentang	M3	0.1800	2,705,000.00	486,900.00
	MultiPlek 9 mm 120 x 240	Lbr	3.5000	–	–
	Dolken Ø-8-10/4m	Btg	20.0000	–	–
	Pekerja	Oh	7.3000	67,000.00	489,100.00
	Tukang batu	Oh	0.3500	70,000.00	24,500.00
	Tukang kayu	Oh	3.3000	70,000.00	231,000.00
	Tukang besi	Oh	2.1000	70,000.00	147,000.00
	Kepala tukang	Oh	0.5700	80,000.00	45,600.00
	Mandor	Oh	0.2500	85,000.00	21,250.00
	Jumlah				6,330,711.04
					6,330,710.00
D-19	1 M3 Balok Beton Tulang 15/20,sopi-sopi,ring balk+balok portal ( 180 kg besi + bekisting )
	Kayu papan terentang	M3	0.3200	2,950,000.00	944,000.00
	Paku biasa 2″ – 5″.	Kg	3.2000	24,000.00	76,800.00
	Besi beton	Kg	130.0000	16,500.00	2,145,000.00
	Kawat beton	Kg	3.0000	30,500.00	91,500.00
	Semen portland	Kg	323.0000	1,548.00	500,004.00
	Pasir beton	M3	0.5200	255,400.00	132,808.00
	Batu pecah mesin 2/3	M3	0.7800	218,268.00	170,249.04
	Kayu balok terentang	M3	0.1800	2,705,000.00	486,900.00
	MultiPlek 9 mm 120 x 240	Lbr	3.5000	166,500.00	582,750.00
	Dolken Ø-8-10/4m	Btg	20.0000	24,900.00	498,000.00
	Pekerja	Oh	7.3000	67,000.00	489,100.00
	Tukang batu	Oh	0.3500	70,000.00	24,500.00
	Tukang kayu	Oh	3.3000	70,000.00	231,000.00
	Tukang besi	Oh	2.1000	70,000.00	147,000.00
	Kepala tukang	Oh	0.5700	80,000.00	45,600.00
	Mandor	Oh	0.2500	85,000.00	21,250.00
	Jumlah				6,586,461.04
					6,586,460.00
D-19	1 M3 Balok Beton Tulang 30/60, ( 130 kg besi + bekisting )
	Kayu papan terentang	M3	0.3200	2,950,000.00	944,000.00
	Paku biasa 2″ – 5″.	Kg	3.2000	24,000.00	76,800.00
	Besi beton	Kg	176.0000	16,500.00	2,904,000.00
	Kawat beton	Kg	3.0000	30,500.00	91,500.00
	Semen portland	Kg	323.0000	1,548.00	500,004.00
	Pasir beton	M3	0.5200	255,400.00	132,808.00
	Batu pecah mesin 2/3	M3	0.7800	218,268.00	170,249.04
	Kayu balok terentang	M3	0.1800	2,705,000.00	486,900.00
	MultiPlek 9 mm 120 x 240	Lbr	3.5000	166,500.00	582,750.00
	Dolken Ø-8-10/4m	Btg	20.0000	24,900.00	498,000.00
	Pekerja	Oh	7.3000	67,000.00	489,100.00
	Tukang batu	Oh	0.3500	70,000.00	24,500.00
	Tukang kayu	Oh	3.3000	70,000.00	231,000.00
	Tukang besi	Oh	2.1000	70,000.00	147,000.00
	Kepala tukang	Oh	0.5700	80,000.00	45,600.00
	Mandor	Oh	0.2500	85,000.00	21,250.00
	Jumlah				7,345,461.04

D-19	1 M3 Balok Beton Tulang 13/18,sopi-sopi,ring balk+balok portal ( 220 kg besi + bekisting )
	Kayu papan terentang	M3	0.3200	2,950,000.00	944,000.00
	Paku biasa 2″ – 5″.	Kg	3.2000	24,000.00	76,800.00
	Besi beton	Kg	220.0000	16,500.00	3,630,000.00
	Kawat beton	Kg	3.0000	30,500.00	91,500.00
	Semen portland	Kg	323.0000	1,548.00	500,004.00
	Pasir beton	M3	0.5200	255,400.00	132,808.00
	Batu pecah mesin 2/3	M3	0.7800	218,268.00	170,249.04
	Kayu balok terentang	M3	0.1800	2,705,000.00	486,900.00
	MultiPlek 9 mm 120 x 240	Lbr	3.5000	–	–
	Dolken Ø-8-10/4m	Btg	20.0000	–	–
	Pekerja	Oh	7.3000	67,000.00	489,100.00
	Tukang batu	Oh	0.3500	70,000.00	24,500.00
	Tukang kayu	Oh	3.3000	70,000.00	231,000.00
	Tukang besi	Oh	2.1000	70,000.00	147,000.00
	Kepala tukang	Oh	0.5700	80,000.00	45,600.00
	Mandor	Oh	0.2500	85,000.00	21,250.00
	Jumlah				6,990,711.04
					6,990,710.00
D-19.A	1 M3 Balok BetonLintel 11/11 ( 275 kg besi + bekisting ) 4 Dia 10 + Dia 8 – 15 Cm
	Kayu papan terentang	M3	0.4000	2,950,000.00	1,180,000.00
	Paku biasa 2″ – 5″.	Kg	4.0000	24,000.00	96,000.00
	Besi beton	Kg	275.0000	16,500.00	4,537,500.00
	Kawat beton	Kg	4.0000	30,500.00	122,000.00
	Semen portland	Kg	323.0000	1,548.00	500,004.00
	Pasir beton	M3	0.5200	255,400.00	132,808.00
	Batu pecah mesin 2/3	M3	0.7800	218,268.00	170,249.04
	Kayu balok terentang	M3	0.1800	2,705,000.00	486,900.00
	MultiPlek 9 mm 120 x 240	Lbr	3.5000	–
	Dolken Ø-8-10/4m	Btg	20.0000	–	–
	Pekerja	Oh	7.3000	67,000.00	489,100.00
	Tukang batu	Oh	0.3500	70,000.00	24,500.00
	Tukang kayu	Oh	3.3000	70,000.00	231,000.00
	Tukang besi	Oh	2.1000	70,000.00	147,000.00
	Kepala tukang	Oh	0.5700	80,000.00	45,600.00
	Mandor	Oh	0.2500	85,000.00	21,250.00
	Jumlah				8,183,911.04
					8,183,911.00

D-20	1 M3 Tangga Beton Tulang (200 kg besi + bekisting)
	Kayu papan terentang	M3	0.2500	2,950,000.00	737,500.00
	Paku Biasa 2″ – 5″	Kg	3.0000	24,000.00	72,000.00
	Besi beton	Kg	200.0000	16,500.00	3,300,000.00
	Kawat Beton	Kg	3.0000	30,500.00	91,500.00
	Semen Portland	Kg	323.0000	1,548.00	500,004.00
	Pasir Beton	M3	0.5200	255,400.00	132,808.00
	Batu Pecah Mesin 2/3	M3	0.7800	218,268.00	170,249.04
	Kayu Balok Terentang	M3	0.1050	2,705,000.00	284,025.00
	MultiPlek 9 mm 120 x 240	Lbr	2.5000	–	–
	Dolken Ø-8-10/4m	Btg	14.0000	–	–
	Pekerja	Oh	5.6000	67,000.00	375,200.00
	Tukang batu	Oh	0.3500	70,000.00	24,500.00
	Tukang kayu	Oh	2.3000	70,000.00	161,000.00
	Tukang besi	Oh	2.1000	70,000.00	147,000.00
	Kepala tukang	Oh	0.4050	80,000.00	32,400.00
	Mandor	Oh	0.2020	85,000.00	17,170.00
	Jumlah				6,045,356.04
					6,045,356.00
D-20	1 M3 Lisplank Beton Tulang (50 kg besi + bekisting)
	Kayu papan terentang	M3	0.2500	2,950,000.00	737,500.00
	Paku Biasa 2″ – 5″	Kg	3.0000	24,000.00	72,000.00
	Besi beton	Kg	50.0000	16,500.00	825,000.00
	Kawat Beton	Kg	3.0000	30,500.00	91,500.00
	Semen Portland	Kg	323.0000	1,548.00	500,004.00
	Pasir Beton	M3	0.5200	255,400.00	132,808.00
	Batu Pecah Mesin 2/3	M3	0.7800	218,268.00	170,249.04
	Kayu Balok Terentang	M3	0.1050	2,705,000.00	284,025.00
	MultiPlek 9 mm 120 x 240	Lbr	2.5000		–
	Dolken Ø-8-10/4m	Btg	14.0000	24,900.00	348,600.00
	Pekerja	Oh	5.6000	67,000.00	375,200.00
	Tukang batu	Oh	0.3500	70,000.00	24,500.00
	Tukang kayu	Oh	2.3000	70,000.00	161,000.00
	Tukang besi	Oh	2.1000	70,000.00	147,000.00
	Kepala tukang	Oh	0.4050	80,000.00	32,400.00
	Mandor	Oh	0.2020	85,000.00	17,170.00
	Jumlah				3,918,956.04
					3,918,956.00
D-21	1 M3 Pelat Lantai Beton Tulang T= 10 cm (90 kg besi + bekisting)
	Beton tulang ad. 1Pc : 2Ps : 3Kr	M3	1.0000	1,019,795.24	1,019,795.24
	Pasang Bekisting untuk lantai	M2	10.0000	483,575.00	4,835,750.00
	Besi Beton Polos	Kg	90.0000	18,823.00	1,694,070.00
	Jumlah				7,549,615.24
					7,549,615.00
D-22	1 M3 Pelat Lantai Beton Tulang T= 12 cm (110 kg besi + bekisting)
	Beton bertulang ad. 1Pc : 2Ps : 3Kr	M3	1.0000	1,019,795.24	1,019,795.24
	Pasang Bekisting untuk lantai	M2	8.3300	483,575.00	4,028,179.75
	Besi Beton Polos	Kg	110.0000	18,823.00	2,070,530.00
	Jumlah				7,118,504.99
					7,118,505.00
D-23	1 M3 Pelat Lantai Beton Tulang T= 12 cm (130 kg besi + bekisting)
	Beton bertulang ad. 1Pc : 2Ps : 3Kr	M3	1.0000	1,019,795.24	1,019,795.24
	Pasang Bekisting untuk lantai	M2	8.3300	483,575.00	4,028,179.75
	Besi Beton Polos	Kg	130.0000	18,823.00	2,446,990.00
	Jumlah				7,494,964.99
					7,494,965.00
D-24	1 M3 Pelat Lantai Beton Tulang T= 15 cm (90 kg besi + bekisting)
	Beton bertulang ad. 1Pc : 2Ps : 3Kr	M3	1.0000	1,019,795.24	1,019,795.24
	Pasang Bekisting untuk lantai	M2	6.6700	483,575.00	3,225,445.25
	Besi Beton Polos	Kg	90.0000	18,823.00	1,694,070.00
	Jumlah				5,939,310.49
	Dibulatkan				5,939,310.00
D-25	1 M3 Pelat Lantai Beton Tulang T= 15 cm (115 kg besi + bekisting)
	Beton bertulang ad. 1Pc : 2Ps : 3Kr	M3	1.0000	1,019,795.24	1,019,795.24
	Pasang Bekisting untuk lantai	M2	6.6700	483,575.00	3,225,445.25
	Besi Beton Polos	Kg	115.0000	18,823.00	2,164,645.00
	Jumlah				6,409,885.49
					6,409,885.00

Itulah analisa harga satuan pekerjaan beton (AHS-SNI) tahun 2014. Semoga dapat membantu Anda.

Sumber: AHS-SNI Kab. Bogor tahun 2014.

Apa yang dimaksud dengan rabat beton?

Rabat beton atau dikenal juga dengan lean concrete biasanya merupakan jenis campuran beton dengan kandungan semen kurang dari 10 persen. Hal tersebut membuat rabat beton menjadi bahan berkekuatan rendah yang digunakan sebagai alternatif untuk tanah yang dipadatkan.

Beton 1 2 3 setara k berapa?

Komposisi campuran beton 1 : 2 : 3 adalah perbandingan antara semen, pasir dan kerikil secara berturut-turut. Selama ini banyak pekerja konstruksi berpendapat komposisi campuran 1 : 2 : 3 (perbandingan volume) akan menghasilkan beton K175 hingga K225.

Campuran 1 2 3 k berapa?

Rasio Beton 1:2:3 Ini adalah rumus campuran beton yang sederhana dan sering ditemukan dalam tips membangun bangunan. Perbandingannya adalah 1 bagian semen, 2 bagian pasir, dan 3 bagian kerikil. Untuk mencampurkannya, dibutuhkanlah air sebanyak 0,5 bagian.