Sni Bangunan Beton Bertulang Rumah Tinggal
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 G-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 |
i,548.00 |
337,464.00 |
|
| Pasir Beton |
M3 |
0.5200 |
255,400.00 |
132,808.00 |
|
| Batu Pecah Mesin ii/iii |
M3 |
0.8700 |
218,268.00 |
189,893.16 |
|
| Pekerja |
Oh |
ane.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 |
two,000.00 |
|
| Mandor |
Oh |
0.0800 |
85,000.00 |
half-dozen,800.00 |
|
| Jumlah |
797,015.sixteen |
||||
|
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 |
i.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 | ane 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/iii |
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 |
ane.0000 |
85,000.00 |
85,000.00 |
|
| Jumlah |
1,081,141.08 |
||||
|
1,081,141.00 |
|||||
| D-04 | i 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 |
lxx,000.00 |
24,500.00 |
|
| Kepala Tukang |
Oh |
0.0350 |
lxxx,000.00 |
2,800.00 |
|
| Mandor |
Oh |
one.0000 |
85,000.00 |
85,000.00 |
|
| Jumlah |
1,019,795.24 |
||||
|
ane,019,795.00 |
|||||
| D-05 | 1 Kg Pembesian Dengan Besi Polos/ulir | ||||
| Besi Beton ( Polos / Ulir ) |
Kg |
1.0500 |
xvi,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 | one M2 Pasang Bekesting Untuk Pondasi | ||||
| Kayu papan terentang |
M3 |
0.0400 |
2,950,000.00 |
118,000.00 |
|
| Paku Biasa two″ – v″ |
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 |
lxxx,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 |
ii,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 |
twenty,100.00 |
|
| Tukang Kayu |
Oh |
0.2600 |
70,000.00 |
18,200.00 |
|
| Kepala Tukang |
Oh |
0.0260 |
fourscore,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 ten 240 |
Lbr |
0.3500 |
215,000.00 |
75,250.00 |
|
| Dolken Ø-viii-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 |
lxx,000.00 |
23,100.00 |
|
| Kepala Tukang |
Oh |
0.0330 |
eighty,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″ – five″ |
Kg |
0.4000 |
24,000.00 |
ix,600.00 |
|
| Kayu balok terentang |
M3 |
0.0180 |
2,705,000.00 |
48,690.00 |
|
| MultiPlek 9 mm 120 10 240 |
Lbr |
0.3500 |
215,000.00 |
75,250.00 |
|
| Dolken Ø-eight-10/4m |
Btg |
ii.0000 |
30,800.00 |
61,600.00 |
|
| Pekerja |
Oh |
0.3000 |
67,000.00 |
xx,100.00 |
|
| Tukang Kayu |
Oh |
0.3300 |
lxx,000.00 |
23,100.00 |
|
| Kepala Tukang |
Oh |
0.0330 |
80,000.00 |
ii,640.00 |
|
| Mandor |
Oh |
0.0060 |
85,000.00 |
510.00 |
|
| Jumlah |
359,490.00 |
||||
|
359,490.00 |
|||||
| D-x | 1 M2 Pasang Bekesting Untuk Lantai | ||||
| Kayu papan terentang |
M3 |
0.0400 |
ii,950,000.00 |
118,000.00 |
|
| Paku Biasa two″ – 5″ |
Kg |
0.4000 |
24,000.00 |
ix,600.00 |
|
| Minyak Bekisting |
Ltr |
0.2000 |
45,000.00 |
nine,000.00 |
|
| Kayu balok terentang |
M3 |
0.0150 |
2,705,000.00 |
40,575.00 |
|
| MultiPlek 9 mm 120 10 240 |
Lbr |
0.3500 |
215,000.00 |
75,250.00 |
|
| Dolken Ø-8-10/4m |
Btg |
six.0000 |
30,800.00 |
184,800.00 |
|
| Pekerja |
Oh |
0.3000 |
67,000.00 |
twenty,100.00 |
|
| Tukang Kayu |
Oh |
0.3300 |
70,000.00 |
23,100.00 |
|
| Kepala Tukang |
Oh |
0.0330 |
eighty,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 two″ – 5″ |
Kg |
0.4000 |
24,000.00 |
9,600.00 |
|
| Kayu balok terentang |
M3 |
0.0150 |
2,705,000.00 |
xl,575.00 |
|
| MultiPlek ix mm 120 10 240 |
Lbr |
0.3500 |
215,000.00 |
75,250.00 |
|
| Dolken Ø-8-x/4m |
Btg |
2.0000 |
thirty,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 |
eighty,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 ii/3 |
M3 |
0.6500 |
218,268.00 |
141,874.20 |
|
| Air |
ltr |
215.0000 |
three,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 |
fourscore,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 One thousand-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 |
three,500.00 |
752,500.00 |
|
| Pekerja |
Oh |
6.0000 |
67,000.00 |
402,000.00 |
|
| Tukang Batu |
Oh |
1.0000 |
70,000.00 |
seventy,000.00 |
|
| Kepala Tukang |
Oh |
0.grand |
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-fourteen | 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 |
i.5000 |
24,000.00 |
36,000.00 |
|
| Besi beton |
Kg |
150.0000 |
16,500.00 |
ii,475,000.00 |
|
| Kawat Beton |
Kg |
two.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 |
one.0500 |
seventy,000.00 |
73,500.00 |
|
| Kepala Tukang |
Oh |
0.2450 |
80,000.00 |
19,600.00 |
|
| Mandor |
Oh |
0.1650 |
85,000.00 |
fourteen,025.00 |
|
| Jumlah |
4,438,411.04 |
||||
|
iv,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 ii″ – 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/iii |
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 |
lxx,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 |
v,306,641.04 |
||||
|
5,306,640.00 |
|||||
| D-xv.Hr | 1 M3 Sloof Beton Tulang 15/18 ( 201 kg besi + bekisting ) 6 dia x – Dia 8 – xv 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 |
three,316,500.00 |
|
| Kawat beton |
Kg |
three.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 two/iii |
M3 |
0.7800 |
218,268.00 |
170,249.04 |
|
| Pekerja |
Oh |
iv.8500 |
67,000.00 |
324,950.00 |
|
| Tukang Batu |
Oh |
0.3500 |
70,000.00 |
24,500.00 |
|
| Tukang Kayu |
Oh |
ane.5600 |
70,000.00 |
109,200.00 |
|
| Tukang Besi |
Oh |
ane.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 |
fourteen,450.00 |
|
| Jumlah |
v,653,141.04 |
||||
|
five,653,141.00 |
|||||
| D-15.Hr | i M3 Sloof Beton Tulang fifteen/20 ( 180 kg besi + bekisting ) 4 dia xiii – Dia 8 – 15 Cm. | ||||
| Kayu papan terentang |
M3 |
0.2700 |
2,950,000.00 |
796,500.00 |
|
| Paku biasa ii″ – five″. |
Kg |
ii.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 |
lxx,000.00 |
24,500.00 |
|
| Tukang Kayu |
Oh |
1.5600 |
lxx,000.00 |
109,200.00 |
|
| Tukang Besi |
Oh |
i.4000 |
70,000.00 |
98,000.00 |
|
| Kepala Tukang |
Oh |
0.3310 |
lxxx,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 xvi – Dia eight – 15 Cm. | |||||
| Kayu papan terentang |
M3 |
0.2700 |
2,950,000.00 |
796,500.00 |
|
| Paku biasa 2″ – v″. |
Kg |
2.0000 |
24,000.00 |
48,000.00 |
|
| Besi beton |
Kg |
176.0000 |
xvi,500.00 |
ii,904,000.00 |
|
| Kawat beton |
Kg |
iii.0000 |
30,500.00 |
91,500.00 |
|
| Semen portland |
Kg |
323.0000 |
i,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 |
one.5600 |
70,000.00 |
109,200.00 |
|
| Tukang Besi |
Oh |
1.4000 |
70,000.00 |
98,000.00 |
|
| Kepala Tukang |
Oh |
0.3310 |
fourscore,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/eighteen ( 201 kg besi + bekisting ) vi Dia 10 – Dia eight – fifteen Cm. | ||||
| Kayu papan terentang |
M3 |
0.4000 |
2,950,000.00 |
1,180,000.00 |
|
| Paku biasa 2″ – 5″. |
Kg |
iv.0000 |
24,000.00 |
96,000.00 |
|
| Besi beton |
Kg |
172.0000 |
sixteen,500.00 |
2,838,000.00 |
|
| Kawat beton |
Kg |
one.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/three |
M3 |
0.7800 |
218,268.00 |
170,249.04 |
|
| Kayu Balok Terentang |
M3 |
0.1500 |
two,705,000.00 |
405,750.00 |
|
| MultiPlek 9 mm 120 10 240 |
Lbr |
three.5000 |
– |
||
| Dolken Ø-8-10/4m |
Btg |
20.0000 |
– |
||
| Pekerja |
Oh |
vii.3000 |
67,000.00 |
489,100.00 |
|
| Tukang batu |
Oh |
0.3500 |
70,000.00 |
24,500.00 |
|
| Tukang kayu |
Oh |
3.3000 |
lxx,000.00 |
231,000.00 |
|
| Tukang besi |
Oh |
ii.1000 |
seventy,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 |
||||
|
half dozen,336,161.00 |
|||||
| D-16 | 1 M3 Kolom Beton Tulang,20/20 (140 kg besi + bekisting) 4 Dia 12 + Dia eight – xv Cm | ||||
| Kayu papan terentang |
M3 |
0.4000 |
two,950,000.00 |
i,180,000.00 |
|
| Paku biasa two″ – five″. |
Kg |
iv.0000 |
24,000.00 |
96,000.00 |
|
| Besi beton |
Kg |
140.0000 |
16,500.00 |
two,310,000.00 |
|
| Kawat beton |
Kg |
1.8000 |
30,500.00 |
54,900.00 |
|
| Semen portland |
Kg |
323.0000 |
ane,548.00 |
500,004.00 |
|
| Pasir beton |
M3 |
0.5200 |
255,400.00 |
132,808.00 |
|
| Batu pecah mesin two/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 |
three.5000 |
– |
– |
|
| Dolken Ø-eight-10/4m |
Btg |
20.0000 |
– |
– |
|
| Pekerja |
Oh |
vii.3000 |
67,000.00 |
489,100.00 |
|
| Tukang batu |
Oh |
0.3500 |
70,000.00 |
24,500.00 |
|
| Tukang kayu |
Oh |
3.3000 |
lxx,000.00 |
231,000.00 |
|
| Tukang besi |
Oh |
2.k |
70,000.00 |
147,000.00 |
|
| Kepala tukang |
Oh |
0.5700 |
lxxx,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 | ane M3 Kolom Beton Tulang,20/20 (210 kg besi + bekisting) four Dia 16 + Dia 8 – fifteen Cm | ||||
| Kayu papan terentang |
M3 |
0.4000 |
2,950,000.00 |
1,180,000.00 |
|
| Paku biasa 2″ – v″. |
Kg |
iv.0000 |
24,000.00 |
96,000.00 |
|
| Besi beton |
Kg |
210.0000 |
16,500.00 |
3,465,000.00 |
|
| Kawat beton |
Kg |
one.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 |
ii,705,000.00 |
405,750.00 |
|
| MultiPlek 9 mm 120 x 240 |
Lbr |
3.5000 |
– |
– |
|
| Dolken Ø-8-10/4m |
Btg |
xx.0000 |
– |
– |
|
| Pekerja |
Oh |
7.3000 |
67,000.00 |
489,100.00 |
|
| Tukang batu |
Oh |
0.3500 |
lxx,000.00 |
24,500.00 |
|
| Tukang kayu |
Oh |
3.3000 |
seventy,000.00 |
231,000.00 |
|
| Tukang besi |
Oh |
2.1000 |
70,000.00 |
147,000.00 |
|
| Kepala tukang |
Oh |
0.5700 |
lxxx,000.00 |
45,600.00 |
|
| Mandor |
Oh |
0.2500 |
85,000.00 |
21,250.00 |
|
| Jumlah |
six,963,161.04 |
||||
|
six,963,161.00 |
|||||
| D-xvi | 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 |
one,180,000.00 |
|
| Paku biasa two″ – v″. |
Kg |
4.0000 |
24,000.00 |
96,000.00 |
|
| Besi beton |
Kg |
118.0000 |
16,500.00 |
ane,947,000.00 |
|
| Kawat beton |
Kg |
ane.8000 |
30,500.00 |
54,900.00 |
|
| Semen portland |
Kg |
323.0000 |
ane,548.00 |
500,004.00 |
|
| Pasir beton |
M3 |
0.5200 |
255,400.00 |
132,808.00 |
|
| Batu pecah mesin two/3 |
M3 |
0.7800 |
218,268.00 |
170,249.04 |
|
| Kayu Balok Terentang |
M3 |
0.1500 |
2,705,000.00 |
405,750.00 |
|
| MultiPlek nine mm 120 10 240 |
Lbr |
3.5000 |
– |
– |
|
| Dolken Ø-viii-10/4m |
Btg |
xx.0000 |
– |
– |
|
| Pekerja |
Oh |
vii.3000 |
67,000.00 |
489,100.00 |
|
| Tukang batu |
Oh |
0.3500 |
70,000.00 |
24,500.00 |
|
| Tukang kayu |
Oh |
iii.3000 |
seventy,000.00 |
231,000.00 |
|
| Tukang besi |
Oh |
2.one thousand |
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 |
five,445,161.04 |
||||
|
v,445,161.00 |
|||||
| D-17.Hr | 1 M3 Kolom Beton Tulang,fifteen/18 ( 201 kg besi + bekisting ) 6 Dia 10 – Dia viii – 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 |
ii.4000 |
thirty,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/iii |
M3 |
0.7800 |
218,268.00 |
170,249.04 |
|
| Kayu Balok Terentang |
M3 |
0.1500 |
2,705,000.00 |
405,750.00 |
|
| MultiPlek ix mm 120 x 240 |
Lbr |
3.5000 |
– |
– |
|
| Dolken Ø-8-x/4m |
Btg |
xx.0000 |
– |
– |
|
| Pekerja |
Oh |
7.3000 |
67,000.00 |
489,100.00 |
|
| Tukang batu |
Oh |
0.3500 |
seventy,000.00 |
24,500.00 |
|
| Tukang kayu |
Oh |
3.3000 |
70,000.00 |
231,000.00 |
|
| Tukang besi |
Oh |
2.grand |
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,thirteen/18( 220 kg besi + bekisting ) half dozen Dia 10 – Dia eight – fifteen 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 |
xvi,500.00 |
three,630,000.00 |
|
| Kawat beton |
Kg |
2.4000 |
xxx,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 |
ii,705,000.00 |
405,750.00 |
|
| MultiPlek 9 mm 120 x 240 |
Lbr |
iii.5000 |
– |
– |
|
| Dolken Ø-8-10/4m |
Btg |
20.0000 |
– |
– |
|
| Pekerja |
Oh |
7.3000 |
67,000.00 |
489,100.00 |
|
| Tukang batu |
Oh |
0.3500 |
lxx,000.00 |
24,500.00 |
|
| Tukang kayu |
Oh |
iii.3000 |
70,000.00 |
231,000.00 |
|
| Tukang besi |
Oh |
two.grand |
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,xv/twenty (180 kg besi + bekisting) | ||||
| Kayu papan terentang |
M3 |
0.4000 |
two,950,000.00 |
i,180,000.00 |
|
| Paku biasa 2″ – 5″. |
Kg |
four.0000 |
24,000.00 |
96,000.00 |
|
| Besi beton |
Kg |
180.0000 |
16,500.00 |
two,970,000.00 |
|
| Kawat beton |
Kg |
three.0000 |
xxx,500.00 |
91,500.00 |
|
| Semen portland |
Kg |
323.0000 |
ane,548.00 |
500,004.00 |
|
| Pasir beton |
M3 |
0.5200 |
255,400.00 |
132,808.00 |
|
| Batu pecah mesin two/3 |
M3 |
0.7800 |
218,268.00 |
170,249.04 |
|
| Kayu Balok Terentang |
M3 |
0.1500 |
ii,705,000.00 |
405,750.00 |
|
| MultiPlek 9 mm 120 x 240 |
Lbr |
3.5000 |
– |
– |
|
| Dolken Ø-eight-10/4m |
Btg |
20.0000 |
– |
– |
|
| Pekerja |
Oh |
7.3000 |
67,000.00 |
489,100.00 |
|
| Tukang batu |
Oh |
0.3500 |
lxx,000.00 |
24,500.00 |
|
| Tukang kayu |
Oh |
3.3000 |
lxx,000.00 |
231,000.00 |
|
| Tukang besi |
Oh |
two.k |
lxx,000.00 |
147,000.00 |
|
| Kepala tukang |
Oh |
0.5700 |
fourscore,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. | one M3 Kolom Beton Tulang,thirty/xxx (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 two/3 |
M3 |
0.7800 |
218,268.00 |
170,249.04 |
|
| Kayu Balok Terentang |
M3 |
0.1500 |
ii,705,000.00 |
405,750.00 |
|
| MultiPlek 9 mm 120 10 240 |
Lbr |
three.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 |
two.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. | i 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 |
xvi,500.00 |
2,112,000.00 |
|
| Kawat beton |
Kg |
three.0000 |
30,500.00 |
91,500.00 |
|
| Semen portland |
Kg |
323.0000 |
i,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 |
two,705,000.00 |
405,750.00 |
|
| MultiPlek 9 mm 120 x 240 |
Lbr |
3.5000 |
166,500.00 |
582,750.00 |
|
| Dolken Ø-8-ten/4m |
Btg |
20.0000 |
– |
– |
|
| Pekerja |
Oh |
7.3000 |
67,000.00 |
489,100.00 |
|
| Tukang batu |
Oh |
0.3500 |
seventy,000.00 |
24,500.00 |
|
| Tukang kayu |
Oh |
3.3000 |
lxx,000.00 |
231,000.00 |
|
| Tukang besi |
Oh |
ii.grand |
70,000.00 |
147,000.00 |
|
| Kepala tukang |
Oh |
0.5700 |
eighty,000.00 |
45,600.00 |
|
| Mandor |
Oh |
0.2500 |
85,000.00 |
21,250.00 |
|
| Jumlah |
six,229,511.04 |
||||
|
6,229,510.00 |
|||||
| D-eighteen | i M3 Kolom Beton Tulang Praktis 12/12 ( 237 kg besi + bekisting ) | ||||
| Kayu papan terentang |
M3 |
0.0400 |
two,950,000.00 |
118,000.00 |
|
| Paku biasa ii″ – 5″. |
Kg |
0.4000 |
24,000.00 |
ix,600.00 |
|
| Besi beton |
Kg |
237.0000 |
16,500.00 |
3,910,500.00 |
|
| Kawat beton |
Kg |
iii.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 two/3 |
M3 |
0.7800 |
218,268.00 |
170,249.04 |
|
| Kayu Balok Terentang |
M3 |
0.1500 |
ii,705,000.00 |
405,750.00 |
|
| MultiPlek 9 mm 120 10 240 |
Lbr |
3.5000 |
|||
| Dolken Ø-8-x/4m |
Btg |
xx.0000 |
– |
||
| Pekerja |
Oh |
7.3000 |
67,000.00 |
489,100.00 |
|
| Tukang batu |
Oh |
0.3500 |
seventy,000.00 |
24,500.00 |
|
| Tukang kayu |
Oh |
3.3000 |
70,000.00 |
231,000.00 |
|
| Tukang besi |
Oh |
ii.1000 |
seventy,000.00 |
147,000.00 |
|
| Kepala tukang |
Oh |
0.5700 |
fourscore,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 xv/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″ – v″. |
Kg |
3.2000 |
24,000.00 |
76,800.00 |
|
| Besi beton |
Kg |
180.0000 |
16,500.00 |
ii,970,000.00 |
|
| Kawat beton |
Kg |
three.0000 |
xxx,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 |
ii,705,000.00 |
486,900.00 |
|
| MultiPlek ix mm 120 x 240 |
Lbr |
3.5000 |
– |
– |
|
| Dolken Ø-eight-10/4m |
Btg |
xx.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 |
three.3000 |
seventy,000.00 |
231,000.00 |
|
| Tukang besi |
Oh |
2.thou |
70,000.00 |
147,000.00 |
|
| Kepala tukang |
Oh |
0.5700 |
eighty,000.00 |
45,600.00 |
|
| Mandor |
Oh |
0.2500 |
85,000.00 |
21,250.00 |
|
| Jumlah |
half dozen,330,711.04 |
||||
|
vi,330,710.00 |
|||||
| D-19 | 1 M3 Balok Beton Tulang xv/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″ – v″. |
Kg |
iii.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 |
one,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 nine mm 120 x 240 |
Lbr |
iii.5000 |
166,500.00 |
582,750.00 |
|
| Dolken Ø-eight-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 |
lxx,000.00 |
231,000.00 |
|
| Tukang besi |
Oh |
2.1000 |
seventy,000.00 |
147,000.00 |
|
| Kepala tukang |
Oh |
0.5700 |
fourscore,000.00 |
45,600.00 |
|
| Mandor |
Oh |
0.2500 |
85,000.00 |
21,250.00 |
|
| Jumlah |
6,586,461.04 |
||||
|
half-dozen,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 ii″ – five″. |
Kg |
3.2000 |
24,000.00 |
76,800.00 |
|
| Besi beton |
Kg |
176.0000 |
16,500.00 |
2,904,000.00 |
|
| Kawat beton |
Kg |
iii.0000 |
thirty,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 two/three |
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 10 240 |
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 |
seven.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 |
ii.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 |
seven,345,461.04 |
||||
| D-nineteen | one M3 Balok Beton Tulang 13/eighteen,sopi-sopi,ring balk+balok portal ( 220 kg besi + bekisting ) | ||||
| Kayu papan terentang |
M3 |
0.3200 |
ii,950,000.00 |
944,000.00 |
|
| Paku biasa 2″ – 5″. |
Kg |
3.2000 |
24,000.00 |
76,800.00 |
|
| Besi beton |
Kg |
220.0000 |
xvi,500.00 |
iii,630,000.00 |
|
| Kawat beton |
Kg |
three.0000 |
xxx,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 two/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-viii-ten/4m |
Btg |
twenty.0000 |
– |
– |
|
| Pekerja |
Oh |
vii.3000 |
67,000.00 |
489,100.00 |
|
| Tukang batu |
Oh |
0.3500 |
70,000.00 |
24,500.00 |
|
| Tukang kayu |
Oh |
three.3000 |
70,000.00 |
231,000.00 |
|
| Tukang besi |
Oh |
2.thousand |
70,000.00 |
147,000.00 |
|
| Kepala tukang |
Oh |
0.5700 |
lxxx,000.00 |
45,600.00 |
|
| Mandor |
Oh |
0.2500 |
85,000.00 |
21,250.00 |
|
| Jumlah |
vi,990,711.04 |
||||
|
6,990,710.00 |
|||||
| D-19.A | ane M3 Balok BetonLintel eleven/11 ( 275 kg besi + bekisting ) four Dia 10 + Dia eight – 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/iii |
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 ten 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 |
seventy,000.00 |
24,500.00 |
|
| Tukang kayu |
Oh |
three.3000 |
70,000.00 |
231,000.00 |
|
| Tukang besi |
Oh |
ii.1000 |
seventy,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 |
||||
|
viii,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″ – v″ |
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 |
ane,548.00 |
500,004.00 |
|
| Pasir Beton |
M3 |
0.5200 |
255,400.00 |
132,808.00 |
|
| Batu Pecah Mesin 2/iii |
M3 |
0.7800 |
218,268.00 |
170,249.04 |
|
| Kayu Balok Terentang |
M3 |
0.1050 |
two,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 |
five.6000 |
67,000.00 |
375,200.00 |
|
| Tukang batu |
Oh |
0.3500 |
seventy,000.00 |
24,500.00 |
|
| Tukang kayu |
Oh |
2.3000 |
70,000.00 |
161,000.00 |
|
| Tukang besi |
Oh |
two.thou |
lxx,000.00 |
147,000.00 |
|
| Kepala tukang |
Oh |
0.4050 |
eighty,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-xx | i M3 Lisplank Beton Tulang (50 kg besi + bekisting) | ||||
| Kayu papan terentang |
M3 |
0.2500 |
two,950,000.00 |
737,500.00 |
|
| Paku Biasa 2″ – 5″ |
Kg |
iii.0000 |
24,000.00 |
72,000.00 |
|
| Besi beton |
Kg |
l.0000 |
16,500.00 |
825,000.00 |
|
| Kawat Beton |
Kg |
3.0000 |
30,500.00 |
91,500.00 |
|
| Semen Portland |
Kg |
323.0000 |
ane,548.00 |
500,004.00 |
|
| Pasir Beton |
M3 |
0.5200 |
255,400.00 |
132,808.00 |
|
| Batu Pecah Mesin 2/iii |
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 |
xiv.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 |
two.1000 |
lxx,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 |
one,019,795.24 |
|
| Pasang Bekisting untuk lantai |
M2 |
10.0000 |
483,575.00 |
4,835,750.00 |
|
| Besi Beton Polos |
Kg |
xc.0000 |
18,823.00 |
one,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 advertizement. 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 |
seven,118,504.99 |
||||
|
vii,118,505.00 |
|||||
| D-23 | i M3 Pelat Lantai Beton Tulang T= 12 cm (130 kg besi + bekisting) | ||||
| Beton bertulang advertising. 1Pc : 2Ps : 3Kr |
M3 |
i.0000 |
ane,019,795.24 |
1,019,795.24 |
|
| Pasang Bekisting untuk lantai |
M2 |
eight.3300 |
483,575.00 |
four,028,179.75 |
|
| Besi Beton Polos |
Kg |
130.0000 |
xviii,823.00 |
ii,446,990.00 |
|
| Jumlah |
7,494,964.99 |
||||
|
vii,494,965.00 |
|||||
| D-24 | one M3 Pelat Lantai Beton Tulang T= 15 cm (ninety 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 |
xc.0000 |
xviii,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= xv cm (115 kg besi + bekisting) | ||||
| Beton bertulang advert. 1Pc : 2Ps : 3Kr |
M3 |
ane.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 |
||||
|
vi,409,885.00 |
|||||
Itulah analisa harga satuan pekerjaan beton (AHS-SNI) tahun 2014. Semoga dapat membantu Anda.
Sumber:
AHS-SNI Kab. Bogor tahun 2014.
Sni Bangunan Beton Bertulang Rumah Tinggal
Source: http://www.desainrumahsederhana.com/analisa-harga-satuan-pekerjaan-beton-ahs-sni-2014/
