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Analisa Harga Satuan Pekerjaan Beton, AHS-SNI 2014

AHS-SNI Pekerjaan Beton 2014Barangkali 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 betonAHS-SNI 2014. Pada AHS-SNI 2014 ini, juga Anda bisa menghitung harga satuan membuat beton mutu K-225 dan K-275.



 

 

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.

Updated: 10 September 2014 — 6:30 am
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