AH
Analisa Har a Satuan Peker aan Penutu
Berikut ini adalah penggalan Analisa Harga Satuan Pekerjaan untuk menghitung bi
H. ANALISA HARGA SATUAN PEKERJAAN PENUTUP LANGIT-LANGIT No.
H-01
URAIAN
SATUAN
VOLUME
1 M2 Langit-langit Asbes ( 1,00 x 1,00 ) m, tebal 5 mm -
Pelat asbes tebal 4 mm Paku seng Pekerja Tukang kayu Kepala tukang Mandor Jumlah
m2
11,000
Kg Oh Oh Oh Oh
0.0100 0.0300 0.0700 0.0070 0.0015
Lb r
11,000
Kg Oh Oh Oh Oh
0.0100 0.0300 0.0700 0.0070 0.0015
Lb r
15,000
Kg Oh Oh
0.0500 0.0600 0.1000
Dibulatkan H-02
1 M2 Langit-langit Asbes ( 1,00 x 1,00 ) m, tebal 3,5 mm -
Pelat asbes tebal 3,5 mm Paku seng Pekerja Tukang kayu Kepala tukang Mandor Jumlah
Dibulatkan H-03
1 M2 Langit-langit Akustik ( 60 x 120 ) cm -
Akustik 600 x 1200 Paku Pekerja Tukang kayu
-
Kepala tukang Mandor Jumlah
Oh Oh
0.0100 0.0030
Dibulatkan H-04
1 M2 Langit-langit Akustik ( 60 x 120 ) cm + Rangka Alluminium -
Profil Alluminium Alluminium "T" Kawat f 4 mm Ramset / dina bolt Akustik 600 x 1200 Pekerja Tukang kayu Kepala tukang Mandor Jumlah
M¹
36,000
Kg
0.1500
Bh
10,500
Lb r
15,000
Oh Oh Oh Oh
0.1500 0.5000 0.0500 0.0075
Dibulatkan H-05
1 M2 Langit-langit teakwood (60 x 120) cm, t = 4 mm + rangka kayu bo -
Kayu Balok Borneo Super Paku biasa 2" 5" Teakwood 120 cm x 240 cm x 0,4 cm Pekerja Tukang kayu Kepala tukang Mandor Jumlah
M3
0.0230
Kg
0.0600
Lb r
0.3900
Oh Oh Oh Oh
0.2700 0.4000 0.0400 0.0135
Dibulatkan H-06
1 M2 Langit-langit Teakwood 3 mm + Rangka Kayu Borneo Super Dibulatkan
Kayu Balok Borneo Super Paku biasa 2" 5" Teakwood (120 x 240x 0,3) cm Pekerja Tukang kayu Kepala tukang Mandor Jumlah
M3
0.0230
Kg
0.0600
Lb r
0.3900
Oh Oh Oh Oh
0.2700 0.4000 0.0400 0.0135
H-07
1 M2 Langit-langit Triplek 4 mm + Rangka Kayu Borneo Super -
Kayu Balok Borneo Super Paku biasa 2" 5" Triplek 120 cm x 240 cm x 0,4 cm Pekerja Tukang kayu Kepala tukang Mandor Jumlah
M3
0.0230
Kg
0.0600
Lb r
0.3900
Oh Oh Oh Oh
0.2700 0.4000 0.0400 0.0135
Dibulatkan H-08
1 M2 Langit-langit Gypsum Board, tebal 9 mm + rangka besi hollow -
Hollow 4/4 Zincromate Hollow 2/4 Zincromate Gypsum board ( 120 x 240 x 9 ) mm Paku gypsum Ramset / dina bolt Cotton plaster Compoun Pekerja Tukang kayu Kepala tukang Mandor Jumlah
Btg
0.4150
Btg
0.1500
Lb r
0.3640
kg
0.1100
Bh
40,000
Bh Zak Oh Oh Oh Oh
0.0720 0.1250 0.1000 0.0500 0.0050 0.0050
Dibulatkan H-09
1 M2 Langit-langit GRC t = 4 mm + rangka besi hollow -
Hollow 4/4 Zincromate Hollow 2/4 Zincromate GRC ( 120 x 240 x 4 ) mm Paku GRC Ramset / dina bolt Cotton plaster Compoun
Btg
0.4150
Btg
0.1500
Lb r
0.3640
kg
0.1100
Bh
40,000
Bh Zak
0.0720 0.1250
-
Pekerja Tukang kayu Kepala tukang Mandor Jumlah
Oh Oh Oh Oh
0.1000 0.0500 0.0050 0.0050
Dibulatkan H-10
1 M2 Langit-langit gypsum t = 9 mm + Rangka Kayu Borneo Super -
Kayu Balok Borneo Super Paku biasa 2" 5" Gypsum board ( 120 x 240 x 9 ) mm Paku sekrup Pekerja Tukang kayu Kepala tukang Mandor Jumlah
M3
0.0230
Kg
0.0600
Lb r
0.3900
kg Oh Oh Oh Oh
0.1100 0.2700 0.4000 0.0400 0.0135
Dibulatkan H-11
1 M2 Langit-langit GRC t = 4 mm + Rangka Kayu Borneo Super -
Kayu Balok Borneo Super Paku biasa 2" 5" GRC ( 120 x 240 x 4 ) mm Paku GRC Pekerja Tukang kayu Kepala tukang Mandor Jumlah
M3
0.0230
Kg
0.0600
Lb r
0.3900
kg Oh Oh Oh Oh
0.1100 0.2700 0.4000 0.0400 0.0135
M¹ Kg Oh Oh Oh Oh
10,500 0.0100 0.0500 0.0500 0.0050 0.0030
Dibulatkan H-12
1 M¹ List Langit-langit Kayu Profil 10 cm Dibulatkan
List Kayu profil Paku Pekerja Tukang kayu Kepala tukang Mandor Jumlah
H-13
1 M¹ List Langit-langit Gypsum 10 cm -
List gypsum
M¹
10,500
-
Tepung gypsum
Kg
0.1500
-
Pekerja Tukang kayu Kepala tukang Mandor Jumlah
Oh Oh Oh Oh
0.0500 0.0500 0.0050 0.0030
Dibulatkan Materi Terkait :
Lan Lan it-l it-lan an it iaya pekerjaan langit-langit: asbes,
HARGA SATUAN
HARGA
(Rp) (Rp)
(Rp) (Rp)
22,500.00
24,750.00
23,800.00 42,000.00 65,000.00 75,000.00 80,000.00
238.00 1,260.00 4,550.00 525.00 120.00 31,443.00 31,443.00
19,500.00
21,450.00
23,800.00 42,000.00 65,000.00 75,000.00 80,000.00
238.00 1,260.00 4,550.00 525.00 120.00 28,143.00 28,143.00
132,800.00
199,200.00
23,800.00 42,000.00 65,000.00
1,190.00 2,520.00 6,500.00
75,000.00 80,000.00
750.00 240.00 210,400.00 210,400.00
12,200.00
43,920.00
28,200.00
4,230.00
7,200.00
7,560.00
132,800.00
199,200.00
42,000.00 65,000.00 75,000.00 80,000.00
6,300.00 32,500.00 3,750.00 600.00 298,060.00 298,060.00
rneo super 2,640,000.00
60,720.00
23,400.00
1,404.00
131,700.00
51,363.00
42,000.00 65,000.00 75,000.00 80,000.00
11,340.00 26,000.00 3,000.00 1,080.00 154,907.00 154,907.00
2,640,000.00
60,720.00
23,400.00
1,404.00
129,100.00
50,349.00
42,000.00 65,000.00 75,000.00 80,000.00
11,340.00 26,000.00 3,000.00 1,080.00 153,893.00 153,893.00
2,640,000.00
60,720.00
23,800.00
1,428.00
64,400.00
25,116.00
42,000.00 65,000.00 75,000.00 80,000.00
11,340.00 26,000.00 3,000.00 1,080.00 128,684.00 128,684.00
29,200.00
12,118.00
22,600.00
3,390.00
79,800.00
29,047.20
17,500.00
1,925.00
7,200.00
28,800.00
15,000.00 75,000.00 42,000.00 65,000.00 75,000.00 80,000.00
1,080.00 9,375.00 4,200.00 3,250.00 375.00 400.00 93,960.20 93,960.00
29,200.00
12,118.00
22,600.00
3,390.00
67,500.00
24,570.00
35,000.00
3,850.00
7,200.00
28,800.00
15,000.00 75,000.00
1,080.00 9,375.00
42,000.00 65,000.00 75,000.00 80,000.00
4,200.00 3,250.00 375.00 400.00 91,408.00 91,408.00
2,640,000.00
60,720.00
23,800.00
1,428.00
79,800.00
31,122.00
17,500.00 42,000.00 65,000.00 75,000.00 80,000.00
1,925.00 11,340.00 26,000.00 3,000.00 1,080.00 136,615.00 136,615.00
2,640,000.00
60,720.00
23,800.00
1,428.00
67,500.00
26,325.00
35,000.00 42,000.00 65,000.00 75,000.00 80,000.00
3,850.00 11,340.00 26,000.00 3,000.00 1,080.00 133,743.00 133,743.00
29,400.00 23,800.00 42,000.00 65,000.00 75,000.00 80,000.00
30,870.00 238.00 2,100.00 3,250.00 375.00 240.00 37,073.00 37,073.00
8,500.00
8,925.00
12,500.00
1,875.00
42,000.00 65,000.00 75,000.00 80,000.00
2,100.00 3,250.00 375.00 240.00 16,765.00 16,765.00
Ana isa Harg a Satu an Peke rjaa n Dind (AH SSNI 201 1
Berikut adalah penggala n analisa harga satuan (AHS-SNI 2011) untuk pekerjaa n dinding yang biasa digunaka n untuk menghitu ng biaya pekerjaa n dinding pada rumah tinggal. Keseluruh an analisa pekerjaa n dinding untuk E. ANALISA HARGA SATUAN PEKERJAAN DINDING HARGA No. URAIAN SATUAN VOLUME SATUAN (Rp) M2 Pasang Bata Merah Tebal E-01 1 1 Bata, 1pc : 3ps Bata Bh # ## # # 775.00 Merah Semen Kg 329,500 1,406.00 Portland Pasir 233,400. M3 0.0910 Pasang 00 42,000.0 Pekerja Oh 0.6500 0 Tukang 65,000.0 Oh 0.2000 Batu 0 Kepala 75,000.0 Oh 0.0200 Tukang 0
HARGA (Rp)
108,500. 00 46,327.7 0 21,239.4 0 27,300.0 0 13,000.0 0 1,500.00
-
Mandor
Oh
0.0300
Jumlah Dibulatka n
E-02
1
-
M2 Pasang Bata Merah Tebal 1 Bata, 1pc : 4ps Bata Merah Semen Portland Pasir Pasang Pekerja Tukang Batu Kepala Tukang Mandor
Bh Kg
# ## # #
M3
0.0930
Oh
0.6500
Oh
0.2000
Oh
0.0200
Oh
0.0300
Dibulatka n
1
-
775.00
265,500 1,406.00
Jumlah
E-03
80,000.0 2,400.00 0 220,267. 10 220,267. 00
108,500. 00 37,329.3 0 21,706.2 0 27,300.0 0 13,000.0 0
233,400. 00 42,000.0 0 65,000.0 0 75,000.0 1,500.00 0 80,000.0 2,400.00 0 211,735. 50 211,736. 00
M2 Pasang Bata Merah Tebal 1 Bata, 1pc : 5ps Bata Merah Semen Portland Pasir Pasang Pekerja
Bh Kg M3 Oh
# ## # #
775.00
222,000 1,406.00 233,400. 00 42,000.0 0.6500 0 0.1020
108,500. 00 31,213.2 0 23,806.8 0 27,300.0 0
-
E-04
1 -
E-05
1 -
Tukang Batu Kepala Tukang
65,000.0 13,000.0 0 0 75,000.0 Oh 0.0200 1,500.00 0 80,000.0 Mandor Oh 0.0300 2,400.00 0 207,720 Jumlah .00 Dibulatk 207,720 an .00 M2 Pasang Bata Merah Tebal 1/2 Bata, 1pc : 3ps Bata 54,250.0 Bh 700,000 775.00 Merah 0 Semen 20,204.2 Kg 143,700 1,406.00 Portland 2 Pasir 233,400. M3 0.0400 9,336.00 Pasang 00 42,000.0 13,440.0 Pekerja Oh 0.3200 0 0 Tukang 65,000.0 Oh 0.1000 6,500.00 Batu 0 Kepala 75,000.0 Oh 0.0100 750.00 Tukang 0 80,000.0 Mandor Oh 0.0150 1,200.00 0 105,680 Jumlah .22 Dibulatk 105,680 an .00 M2 Pasang Bata Merah Tebal 1/2 Bata, 1pc : 4ps Bata 54,250.0 Bh 700,000 775.00 Merah 0 Semen 16,169.0 Kg 115,000 1,406.00 Portland 0 Pasir 233,400. 10,036.2 M3 0.0430 Pasang 00 0 42,000.0 13,440.0 Pekerja Oh 0.3200 0 0 Tukang 65,000.0 Oh 0.1000 6,500.00 Batu 0 Kepala 75,000.0 Oh 0.0100 750.00 Tukang 0 80,000.0 Mandor Oh 0.0150 1,200.00 0 102,345 Jumlah .20 Oh
0.2000
E-06
1 -
Dibulatk an M2 Pasang Bata Merah Tebal 1/2 Bata, 1pc : 5ps Bata Bh 700,000 775.00 Merah Semen Kg 96,800 1,406.00 Portland Pasir 233,400. M3 0.0450 Pasang 00 42,000.0 Pekerja Oh 0.3200 0 Tukang 65,000.0 Oh 0.1000 Batu 0 Kepala 75,000.0 Oh 0.0100 Tukang 0 80,000.0 Mandor Oh 0.0150 0 Jumlah Dibulatk an
102,345 .00
54,250.0 0 13,610.0 8 10,503.0 0 13,440.0 0 6,500.00 750.00 1,200.00 100,253 .08 100,253 .00
na isa Harg a Satu an Peke rjaa n Tana
Berkut ini adalah contoh Analisa Harga Satuan (AHS) SNI tahun 2011 untuk pekerjaa n tanah yang sering digunaka n untuk pekerjaa n banguna n rumah.
B. ANALISA HARGA SATUAN PEKERJAAN TANAH No.
URAIAN
SATUAN
VOLUME
HARGA HARGA SATUAN (Rp) (Rp)
B-01
1 M3 Galian Tanah Biasa sedalam 1m -
Pekerja
Oh
-
Mandor
Oh
Jumlah Dibulatkan
B-02
1 M3 Galian Tanah Biasa Sedalam 2m -
Pekerja
Oh
-
Mandor
Oh
Jumlah Dibulatkan
B-03
42,000.0 22,092.0 0 0 80,000.0 0.0520 4,160.00 0 26,252.0 0 26,252.0 0
0.5260
1 M3 Galian Tanah Biasa Sedalam 3m -
Pekerja
Oh
-
Mandor
Oh
Jumlah Dibulatkan
B-04
42,000.0 16,800.0 0 0 80,000.0 0.0400 3,200.00 0 20,000.0 0 20,000.0 0
0.4000
1 M3 Galian Tanah Keras Sedalam 1m
42,000.0 30,870.0 0 0 80,000.0 0.0730 5,840.00 0 36,710.0 0 36,710.0 0
0.7350
-
Pekerja
Oh
-
Mandor
Oh
Jumlah Dibulatkan
B-05
1 M3 Galian Tanah Lumpur Sedalam 1m -
Pekerja
Oh
-
Mandor
Oh
Jumlah Dibulatkan Materi Terkait :
42,000.0 26,250.0 0 0 80,000.0 0.0620 4,960.00 0 31,210.0 0 31,210.0 0
0.6250
42,000.0 34,566.0 0 0 80,000.0 0.0830 6,640.00 0 41,206.0 0 41,206.0 0
0.8230
Ana isa Harg a Satu an Peke rjaa n Pon (AH S SNI 201 1
Untuk menghitu ng biaya pekerjaa n pondasi bagunan rumah Anda diperluka n Analisa Harga Satuan Pekerjaaa n Pondasi. Berikut adalah contoh analisa pekerjaa n pondasi (AHS SNI tahun 2011). Pada dasarnya yang selalu C. ANALISA HARGA SATUAN PEKERJAAN PONDASI No.
C-01
URAIAN
SATUAN
VOLUME
HARGA HARGA SATUAN (Rp) (Rp)
1 M3 Pasanag Pondasi batu Kali adk 1pc : 3 s -
Batu Belah Semen Portland Pasir Pasang Pekerja
M3 Kg M3 Oh
205,500. 226,050. 00 00 284,012. ##### 1,406.00 00 233,400. 113,199. 0.4850 00 00 42,000.0 63,000.0 15,000 0 0 11,000
-
Tukang Batu Kepala Tukang Mandor
Oh
65,000.0 39,000.0 0 0 75,000.0 0.0600 4,500.00 0 80,000.0 0.0750 6,000.00 0 735,761. 00 735,761. 00
M3
11,000
Kg
# ## # #
M3
0.5200
Oh
15,000
Oh
0.6000
Oh
0.0600
Oh
0.0750
Oh Oh
Jumlah Dibulatkan
C-02
0.6000
1 M3 Pasang Pondasi Batu kali adk 1pc : 4 s -
Batu Belah Semen Portland Pasir Pasang Pekerja Tukang Batu Kepala Tukang Mandor Jumlah
Dibulatkan
C-03
205,500. 226,050. 00 00 229,178. 1,406.00 00 233,400. 121,368. 00 00 42,000.0 63,000.0 0 0 65,000.0 39,000.0 0 0 75,000.0 4,500.00 0 80,000.0 6,000.00 0 689,096. 00 689,096. 00
1 M3 Pasang Pondasi Batu kali adk 1pc : 5 s -
Batu Belah Semen Portland Pasir Pasang Pekerja
M3 Kg M3 Oh
205,500. 226,050. 00 00 191,216. ##### 1,406.00 00 233,400. 126,969. 0.5440 00 60 42,000.0 63,000.0 15,000 0 0 11,000
-
Tukang Batu Kepala Tukang Mandor
Oh
65,000.0 39,000.0 0 0 75,000.0 0.0600 4,500.00 0 80,000.0 0.0750 6,000.00 0 656,735. 60 656,736. 00
M3
12,000
M3
0.3000
Oh
0.7800
Oh
0.3900
Oh
0.0390
Oh
0.0390
Oh Oh
Jumlah Dibulatkan
C-04
1 M3 Pasang Pondasi Batu Kosong (aanstam in -
Batu Belah Pasir Urug Pekerja Tukang Batu Kepala Tukang Mandor Jumlah
Dibulatkan Materi Terkait :
0.6000
205,500. 00 175,300. 00 42,000.0 0 65,000.0 0 75,000.0 0 80,000.0 0
246,600. 00 52,590.0 0 32,760.0 0 25,350.0 0 2,925.00 3,120.00 363,345. 00 363,345. 00
Ana isa Harg a Satu an Peke rjaa n Beto Untuk menghitu ng biaya pekerjaa n beton diperluka n analisa harga satuan beton. Berikut adalah tabel analisa hargasat uan beton (penggal an AHS SNI 2011). NO
URAIAN
SAT
VOLUME
HRG.SA JUMLAH T
D-17r2
1 M3 Sloof Beton Tulang 15/20 (180 kg besi + bekisting) 4dia. 12 ring 8-15 Kayu papan terentang Paku Biasa 2" 5" Besi Beton Kawat Beton Semen Portland Pasir Beton Koral Beton 2/3 Pekerja Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor Jumlah Dibulatka n
M3
0.2700
2,850,00 0
769.5
Kg
20,000
23.4
46.8
16.5
2,970,00 0
27.7
83.1
1.2
387.6
Kg Kg Kg
# ## ## 30,000 # ## ##
M3
0.5200
225
117
M3
0.7800
200
156
Oh
48,500
55
266.75
Oh
0.3500
70
24.5
Oh
15,600
70
109.2
Oh
14,000
70
98
Oh
0.3310
80
26.48
Oh
0.1700
85
14.45 5,069,38 0 5,069,38 0
1 M3 Kolom Beton Tulang 15/20 (180 kg besi + bekisting) 4dia.12 815 Kayu papan terentang Paku Biasa 2" 5" Minyak Bekisting Besi Beton Kawat Beton Semen Portland Pasir Beton
M3
0.4000
Kg
40,000
Ltr Kg Kg Kg
# ## ## 18,000 # ## ##
2,850,00 1,140,00 0 0
23.4
93.6
40.5
-
16.5
2,970,00 0
27.7
49.86
1.2
387.6
M3
0.5200
225
117
Koral Beton 2/3
M3
0.7800
200
156
Kayu Balok Terentan g
M3
0.1500
2,640,00 0
396
Dolken Ø8-10/4m
Btg
200,000
15
300
Oh
73,000
55
401.5
Oh
0.3500
70
24.5
Oh
33,000
70
231
Oh
21,000
70
147
Oh
0.5700
80
45.6
Oh
0.2500
85
21.25
Pekerja Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor
Jumlah Dibulatka n
# ## ## #####
Balok Beton Tulang 15/20 sofi-sofi, ring balk + balok poratl (180 kg besi + bekisting) 4dia. 12, 8-15 Kayu papan terentang Paku Biasa 2" 5" Besi Beton Kawat Beton Semen Portland Pasir Beton
M3
0.3200
2,850,00 0
912
Kg
32,000
23.4
74.88
16.5
2,970,00 0
27.7
62.325
1.2
387.6
Kg Kg Kg
# ## ## 22,500 # ## ##
M3
0.5200
225
117
Koral Beton 2/3
M3
0.7800
200
156
Kayu Balok Terentan g
M3
0.1400
2,640,00 0
369.6
Dolken Ø8-10/4m
Btg
160,000
15
240
Oh
59,600
55
327.8
Oh
0.3500
70
24.5
Oh
28,000
70
196
Pekerja Tukang Batu Tukang Kayu
Tukang Besi Kepala Tukang Mandor
Oh
14,000
70
98
Oh
0.4550
80
36.4
Oh
0.2080
85
17.68
Jumlah Dibulatka n
D-29
# ## ## 6,413,00 0
1 M3 Tangga Beton Tulang (90 kg besi + bekisting) Kayu papan terentang Paku Biasa 2" 5" Minyak Bekisting Besi Beton Kawat Beton Semen Portland Pasir Beton
M3
0.2500
2,850,00 0
712.5
Kg
30,000
23.4
70.2
Ltr
12,000
40.5
48.6
Kg
900,000
16.5
1,485,00 0
Kg
30,000
27.7
83.1
1.2
387.6
Kg
# ## ##
M3
0.5200
225
117
Koral Beton 2/3
M3
0.7800
200
156
Kayu Balok Terentan g
M3
0.1050
2,640,00 0
277.2
Dolken Ø8-10/4m
Btg
140,000
15
210
Oh
56,000
55
308
Oh
0.3500
70
24.5
Oh
23,000
70
161
Pekerja Tukang Batu Tukang Kayu
Tukang Besi Kepala Tukang Mandor
Oh
14,000
70
98
Oh
0.4050
80
32.4
Oh
0.2020
85
17.17 4,188,72 0 4,189,00 0
M3
0.4000
Kg
40,000
23.4
93.6
Ltr
20,000
40.5
81
Kg
900,000
16.5
1,485,00 0
Kg
30,000
27.7
83.1
M3
0.1050
151.1
15.866
Lb r
35,000
151.1
528.85
Dolken kayu Galam o 8-10/4 m
Btg
600,000
15
900
Semen Portland
Kg
1.2
387.6
Jumlah Dibulatka n 1 M3 Membuat Plat Lantai Tb. 10 3 Cm Beton Bertulang ( 90 Kg Besi + Bekisting ) Kayu Terentan g Paku Biasa 2" 5" Minyak Bekisting Besi Beton Polos Kawat Beton Kayu Balok Terentan g Plywood Tebal 9 mm
# ## ##
2,850,00 1,140,00 0 0
Pasir Beton
M3
0.5200
225
117
Koral Beton 2/3
M3
0.7800
200
156
Oh
52,000
55
286
Oh
0.3500
70
24.5
Oh
33,000
70
231
Oh
0.3650
80
29.2
Oh
10,600
85
90.1 5,648,81 6 5,649,00 0
Pekerja Tukang Batu Tukang Kayu Kepala Tukang Mandor Jumlah Dibulatka n Materi Terkait :
Anal isa Harg a Satu an Peke rjaa n Plest eran (AH S SNI 201 1 Inilah penggala n analisa pekerjaa n plesteran yang paling banyak digunaka n untuk menghitu ng biaya banguna n rumah tinggal.
F. ANALISA HARGA SATUAN PEKERJAAN PLESTERAN HARGA No. URAIAN SATUAN VOLUME SATUAN (Rp)
HARGA (Rp)
1 M2 Plesteran adk. 1pc : 2ps Tebal 15 mm
F-01
-
Semen Portland Pasir Pasang Pekerja Tukang Batu Kepala Tukang Mandor
Kg
85,200 1,406.00
M3
0.0170
Oh
0.2000
Oh
0.1500
Oh
0.0150
Oh
0.0100
233,400. 00 42,000.0 0 65,000.0 0 75,000.0 0 80,000.0 0
11,979.1 2 3,967.80 8,400.00 9,750.00 1,125.00 800.00 36,021. 92 36,022. 00
Jumlah Dibulatkan
1 M2 Plesteran adk. 1pc : 3ps Tebal 15 mm
F-02
-
Semen Portland Pasir Pasang Pekerja Tukang Batu Kepala Tukang Mandor Jumlah
Kg
64,800 1,406.00 9,110.88
M3
0.0190
Oh
0.2000
Oh
0.1500
Oh
0.0150
Oh
0.0100
233,400. 00 42,000.0 0 65,000.0 0 75,000.0 0 80,000.0 0
4,434.60 8,400.00 9,750.00 1,125.00 800.00 33,620. 48
33,620. 00
Dibulatkan
1 M2 Plesteran adk. 1pc : 4ps Tebal 15 mm
F-03
-
Semen Portland Pasir Pasang Pekerja Tukang Batu Kepala Tukang Mandor
Kg
52,000 1,406.00 7,311.20
M3
0.0200
Oh
0.2000
Oh
0.1500
Oh
0.0150
Oh
0.0100
233,400. 00 42,000.0 0 65,000.0 0 75,000.0 0 80,000.0 0
4,668.00 8,400.00 9,750.00 1,125.00 800.00 32,054. 20 32,054. 00
Jumlah Dibulatkan
1 M2 Plesteran adk. 1pc : 3ps Tebal 20 mm
F-04
-
Semen Portland Pasir Pasang Pekerja Tukang Batu Kepala Tukang Mandor Jumlah
Dibulatkan
Kg
108,000 1,406.00
M3
0.0260
Oh
0.2500
Oh
0.2000
Oh
0.0200
Oh
0.0125
233,400. 00 42,000.0 0 65,000.0 0 75,000.0 0 80,000.0 0
15,184.8 0 6,068.40 10,500.0 0 13,000.0 0 1,500.00 1,000.00 47,253. 20 47,253. 00
1 M2 Plesteran adk. 1pc : 4ps Tebal 20 mm
F-05
-
Semen Portland Pasir Pasang Pekerja Tukang Batu Kepala Tukang Mandor
Kg
86,800 1,406.00
M3
0.0280
Oh
0.2500
Oh
0.2000
Oh
0.0200
Oh
0.0125
233,400. 00 42,000.0 0 65,000.0 0 75,000.0 0 80,000.0 0
Dibulatkan
F-06
-
Pekerja Tukang Batu Kepala Tukang Mandor Jumlah
Dibulatkan
F-11
1 M2 Acian Plesteran
6,535.20 10,500.0 0 13,000.0 0 1,500.00 1,000.00 44,739. 28 44,739. 00
Jumlah
1 M2 Plesteran adk. 1pc:5ps tebal 20 mm Semen Portland Pasir Pasang
12,204.0 8
Kg
72,900 1,406.00
M3
0.0260
Oh
0.2500
Oh
0.2000
Oh
0.0200
Oh
0.0125
233,400. 00 42,000.0 0 65,000.0 0 75,000.0 0 80,000.0 0
10,249.7 4 6,068.40 10,500.0 0 13,000.0 0 1,500.00 1,000.00 42,318. 14 42,318. 00
-
Semen Portland
Kg
40,000 1,406.00 5,624.00
-
Pekerja
Oh
0.1430
-
Tukang batu Kepala Tukang Mandor Jumlah
Dibulatkan
Materi Terkait :
Oh Oh Oh
42,000.0 6,006.00 0 65,000.0 0.1070 6,955.00 0 75,000.0 0.0105 787.50 0 80,000.0 0.0105 840.00 0 20,212. 50 20,213. 00
Peng galan Anali sa Harg a Satua n Penut up Atap (AHS SNI 2011)
Untuk menghitu ng pekerjaa n penutup atap seperti genting plentong, genting morando, genting keramik, genting beton dll. diperluka n analisa harga satuan penutup atap. Berikut adalah penggala n AHS SNI 2011 enutu G. ANALISA HARGA SATUAN PEKERJAAN PENUTUP ATAP HARGA No. URAIAN SATUAN VOLUME HARGA SATUAN (Rp) (Rp) M2 Pasang Atap G-01 1 Genteng Palenton
-
Genteng palenton g
Bh
-
Pekerja
Oh
-
Tukang kayu Kepala tukang
Oh Oh
250,000 1,900.00
47,500.0 0
42,000.0 6,300.00 0 65,000.0 0.0750 4,875.00 0 75,000.0 0.0080 600.00 0
0.1500
-
Mandor
Oh
0.0080
80,000.0 0
59,915. 00 59,915. 00
Jumlah
G-02
Dibulatk an 1 M2 Pasang Genteng Bubung Palentong Genteng bubung palenton g Semen Portland Pasir pasang
-
Pekerja Tukang kayu Kepala tukang Mandor
Bh
50,000 6,000.00
30,000.0 0
Kg
80,000 1,406.00
11,248.0 0
M3
0.0320
Oh
0.4000
Oh
0.2000
Oh
0.0200
Oh
0.0020
233,400. 00 42,000.0 0 65,000.0 0 75,000.0 0 80,000.0 0
7,468.80 16,800.0 0 13,000.0 0 1,500.00 160.00 80,176. 80 80,177. 00
Jumlah
G-03
640.00
Dibulatk an 1 M2 Pasang Roof Light Fibreglass ( 180 x 90 ) cm
-
Roof light fibreglass
Lb r
0.6000
100,000. 60,000.0 00 0
-
Paku biasa ½" 1"
Kg
0.0500
23,800.0 1,190.00 0
-
Pekerja
Oh
0.1400
-
Tukang kayu Kepala tukang Mandor Jumlah
Oh Oh Oh
42,000.0 5,880.00 0 65,000.0 0.0670 4,355.00 0 75,000.0 0.0070 525.00 0 80,000.0 0.0070 560.00 0 72,510. 00
G-04
G-05
G-06
Dibulatk an 1 M2 Pasang Atap Asbes Gelombang ( 3,00 x 1,05 m ) x 4 mm Asbes gelomban g Paku seng
72,510. 00
Lb r
0.3500
80,000.0 28,000.0 0 0
23,800.0 2,856.00 0 42,000.0 Pekerja Oh 0.1400 5,880.00 0 Tukang 65,000.0 Oh 0.0700 4,550.00 kayu 0 Kepala 75,000.0 Oh 0.0070 525.00 tukang 0 80,000.0 Mandor Oh 0.0070 560.00 0 42,371. Jumlah 00 42,371. Dibulatkan 00 1 M2 Pasang Atap Asbes Gelombang ( 2,70 x 1,05 m ) x 4 mm Asbes 73,300.0 30,786.0 Lb r 0.4200 gelomban 0 0 g Paku 23,800.0 Kg 0.1200 2,856.00 seng 0 42,000.0 Pekerja Oh 0.1400 5,880.00 0 Tukang 65,000.0 Oh 0.0700 4,550.00 kayu 0 Kepala 75,000.0 Oh 0.0070 525.00 tukang 0 80,000.0 Mandor Oh 0.0070 560.00 0 45,157. Jumlah 00 Dibulatk 45,157. an 00 1 M2 Pasang Atap Asbes Gelombang ( 2,40 x 1,05 m ) x 4 mm Asbes 65,900.0 28,996.0 Lb r 0.4400 gelomban 0 0 g Kg
0.1200
-
Paku seng
Kg
0.1200
-
Pekerja
Oh
0.1400
Oh
0.0670
Oh
0.0070
Oh
0.0070
Lb r
0.5100
Kg
0.1200
Oh
0.1400
Oh
0.0670
Oh
0.0070
Oh
0.0070
Lb r
0.8000
-
Tukang kayu Kepala tukang Mandor Jumlah Dibulatk an
M2 Pasang Atap Asbes 1 Gelomba ng ( 2,10 x 1,05 m ) x 4 mm
G-07
-
Asbes gelomban g Paku seng Pekerja Tukang kayu Kepala tukang Mandor Jumlah
G-08
23,800.0 2,856.00 0 42,000.0 5,880.00 0 65,000.0 4,355.00 0 75,000.0 525.00 0 80,000.0 560.00 0 43,172. 00 43,172. 00
Dibulatk an 1 M2 Pasang Atap Asbes Gelombang ( 1,50 x 1,05 m ) x 4 mm Asbes gelomban g
58,500.0 29,835.0 0 0 23,800.0 2,856.00 0 42,000.0 5,880.00 0 65,000.0 4,355.00 0 75,000.0 525.00 0 80,000.0 560.00 0 44,011. 00 44,011. 00
42,300.0 33,840.0 0 0
-
Paku seng
Kg
0.1200
-
Pekerja
Oh
0.1400
Oh
0.0670
Oh
0.0070
Oh
0.0070
Lb r
21,000
38,100.0 80,010.0 0 0
Bh
60,000
800.00 4,800.00
Oh
0.0840
-
Tukang kayu Kepala tukang Mandor Jumlah
G-09
Dibulatk an 1 M¹ Pasang Nok Stel Gelombang 1,05 m Nok stel gelomban g Paku sekrup 3,5"
-
Pekerja Tukang kayu Kepala tukang Mandor
Oh Oh Oh
Jumlah
G-10
Dibulatk an 1 M2 Pasang Atap Genteng Beton Genteng beton Paku biasa 2" 5"
-
Pekerja Tukang kayu Kepala tukang
bh
42,000.0 3,528.00 0 65,000.0 0.1250 8,125.00 0 75,000.0 0.0130 975.00 0 80,000.0 0.0040 320.00 0 97,758. 00 97,758. 00
110,000 8,500.00
93,500.0 0
23,400.0 0
702.00
Kg
0.0300
Oh
0.2000
Oh Oh
23,800.0 2,856.00 0 42,000.0 5,880.00 0 65,000.0 4,355.00 0 75,000.0 525.00 0 80,000.0 560.00 0 48,016. 00 48,016. 00
42,000.0 8,400.00 0 65,000.0 0.1000 6,500.00 0 75,000.0 0.0100 750.00 0
-
Mandor
Oh
0.0100
80,000.0 0
110,652 .00 110,652 .00
Jumlah Dibulatkan
G-11
1 M2 Pasang Atap Genteng Murando Natural Genteng murando natural -
Pekerja Tukang kayu Kepala tukang Mandor
bh Oh Oh Oh Oh
Jumlah
G-12
Dibulatk an 1 M2 Pasang Atap Genteng Murando Glazur Genteng murando glazur
-
Pekerja Tukang kayu Kepala tukang Mandor Jumlah Dibulatk an
Materi Terkait :
800.00
bh Oh Oh Oh Oh
180,000 2,700.00
48,600.0 0
42,000.0 6,300.00 0 65,000.0 0.0750 4,875.00 0 75,000.0 0.0080 600.00 0 80,000.0 0.0080 640.00 0 61,015. 00 61,015. 00
0.1500
180,000 4,000.00
72,000.0 0
42,000.0 6,300.00 0 65,000.0 0.0750 4,875.00 0 75,000.0 0.0080 600.00 0 80,000.0 0.0080 640.00 0 84,415. 00 84,415. 00
0.1500
Anal isa Harg a Satu an Peke rjaa n Pen utup Lant ai dan Dind ing (AH S SNI 201 1
Berikut adalah analisa harga satuan pekerjaa n penutup landat dan dinding untuk menghitu ng biaaya penutup lantai per meter persegi, seperti lantai keramik, lantai marmer dll.
No.
I-01
URAIAN 1 M2 Lantai Ubin Granito ukuran 40 x 40 cm Setara Essenza Granito 40 x 40 cm Semen portland Pasir pasang Semen warna -
Pekerja Tukang batu Kepala tukang
SATUAN
VOLUME
HARGA SATUAN (Rp)
HARGA (Rp)
345,000. 362,250. 00 00
m2
10,500
Kg
98,000 1,406.00
M3
0.0215
Kg
13,000
Oh
0.2500
Oh
0.1200
Oh
0.0120
233,400. 00 15,700.0 0 42,000.0 0 65,000.0 0 75,000.0 0
13,778.8 0 5,018.10 20,410.0 0 10,500.0 0 7,800.00 900.00
-
Mandor
Oh
0.0125
m2
10,500
Jumlah Dibulatkan
I-02
1 M2 Lantai Ubin Granito ukuran 30 x 30 cm Setara Essenza Granito 30 x 30 cm Semen portland Pasir pasang Semen warna -
Pekerja Tukang batu Kepala tukang Mandor
Kg M3
0.0215
Kg
15,000
Oh
0.2600
Oh
0.1250
Oh
0.0125
Oh
0.0130
233,400. 00 15,700.0 0 42,000.0 0 65,000.0 0 75,000.0 0 80,000.0 0
14,060.0 0 5,018.10 23,550.0 0 10,920.0 0 8,125.00 937.50 1,040.00 402,590. 60 402,591. 00
Dibulatkan
I-03
322,800. 338,940. 00 00
100,000 1,406.00
Jumlah
1 M¹ Plint Ubin Granito ukuran 10 x 40 cm Setara Essenza Plint granito 10 x 40 cm Semen portland Pasir pasang Semen warna
80,000.0 1,000.00 0 421,656. 90 421,657. 00
27,600.0 73,140.0 0 0
Bh
26,500
Kg
12,000 1,406.00 1,687.20
M3 Kg
-
Pekerja
Oh
-
Tukang batu
Oh
233,400. 700.20 00 15,700.0 0.1000 1,570.00 0 42,000.0 0.0600 2,520.00 0 65,000.0 0.0300 1,950.00 0 0.0030
-
Kepala tukang
Oh
-
Mandor
Oh
75,000.0 0 80,000.0 0.0030 0
0.0030
Dibulatkan
I-04
-
Pekerja Tukang batu Kepala tukang Mandor
25,900.0 86,247.0 0 0
Bh
33,300
Kg
16,500 1,406.00 2,319.90
M3
0.0032
Kg
0.1000
Oh
0.0900
Oh
0.0900
Oh
0.0090
Oh
0.0045
Jumlah Dibulatkan I-05
240.00 82,032.4 0 82,032.0 0
Jumlah
1 M¹ Plint Ubin Granito ukuran 10 x 30 cm Setara Essenza Plint granito 10 x 30 cm Semen portland Pasir pasang Semen warna
225.00
1 M2 Lantai Keramik Corak 10 x 20 cm setara Mulia Keramik m2 10,000 corak 10 x 20 cm Semen Kg 80,000 portland Pasir M3 0.0215 pasang Semen Kg 0.0130 warna -
Pekerja
Oh
-
Tukang batu
Oh
233,400. 746.88 00 15,700.0 1,570.00 0 42,000.0 3,780.00 0 65,000.0 5,850.00 0 75,000.0 675.00 0 80,000.0 360.00 0 101,548. 78 101,549. 00
56,000.0 56,000.0 0 0 1,406.00
11,248.0 0
233,400. 5,018.10 00 15,700.0 204.10 0 42,000.0 10,500.0 0.2500 0 0 65,000.0 0.1200 7,800.00 0
-
Kepala tukang
Oh
-
Mandor
Oh
Jumlah Dibulatkan
I-06
75,000.0 900.00 0 80,000.0 0.0125 1,000.00 0 92,670.2 0 92,670.0 0
0.0120
1 M2 Lantai Keramik corak 20 x 20 cm setara Mulia -
Keramik corak 20 x 20 cm Semen portland Pasir pasang Semen warna Pekerja Tukang batu Kepala tukang Mandor
62,500.0 62,500.0 0 0
m2
10,000
Kg
80,000 1,406.00
M3
0.0215
Kg
0.0130
Oh
0.2500
Oh
0.1200
Oh
0.0120
Oh
0.0125
233,400. 00 15,700.0 0 42,000.0 0 65,000.0 0 75,000.0 0 80,000.0 0
5,018.10 204.10 10,500.0 0 7,800.00 900.00 1,000.00 99,170.2 0 99,170.0 0
Jumlah Dibulatkan
I-07
11,248.0 0
1 M2 Lantai Keramik polos 30 x 30 cm setara Mulia -
Keramik polos 30 x 30 cm Semen portland Pasir pasang Semen warna Pekerja
53,000.0 53,000.0 0 0
m2
10,000
Kg
80,000 1,406.00
M3 Kg Oh
11,248.0 0
233,400. 5,018.10 00 15,700.0 0.0130 204.10 0 42,000.0 10,500.0 0.2500 0 0 0.0215
-
Tukang batu Kepala tukang Mandor
Oh
65,000.0 7,800.00 0 75,000.0 0.0120 900.00 0 80,000.0 0.0125 1,000.00 0 89,670.2 0 89,670.0 0
m2
10,000
Kg
80,000 1,406.00
M3
0.0215
Kg
0.0130
Oh
0.2500
Oh
0.1200
Oh
0.0120
Oh
0.0125
Oh Oh
Jumlah Dibulatkan
I-08
0.1200
1 M2 Lantai Keramik corak 30 x 30 cm Setara Mulia -
Keramik corak 30 x 30 cm Semen portland Pasir pasang Semen warna Pekerja Tukang batu Kepala tukang Mandor
58,000.0 58,000.0 0 0
233,400. 00 15,700.0 0 42,000.0 0 65,000.0 0 75,000.0 0 80,000.0 0
5,018.10 204.10 10,500.0 0 7,800.00 900.00 1,000.00 94,670.2 0 94,670.0 0
Jumlah Dibulatkan
I-09
11,248.0 0
1 M2 Lantai Keramik polos 40 x 40 cm Setara Mulia -
Keramik polos 40 x 40 cm Semen portland Pasir pasang Semen warna
56,800.0 56,800.0 0 0
m2
10,000
Kg
80,000 1,406.00
M3
0.0215
Kg
11,248.0 0
233,400. 5,018.10 00 15,700.0 0.0130 204.10 0
-
Pekerja Tukang batu Kepala tukang Mandor
Oh Oh Oh Oh
Jumlah Dibulatkan
I-10
42,000.0 10,500.0 0 0 65,000.0 0.1200 7,800.00 0 75,000.0 0.0120 900.00 0 80,000.0 0.0125 1,000.00 0 93,470.2 0 93,470.0 0
0.2500
1 M2 Lantai Keramik corak 40 x 40 cm Setara Mulia -
Keramik corak 40 x 40 cm Semen portland Pasir pasang Semen warna Pekerja Tukang batu Kepala tukang Mandor
65,500.0 65,500.0 0 0
m2
10,000
Kg
80,000 1,406.00
M3
0.0215
Kg
0.0130
Oh
0.2500
Oh
0.1200
Oh
0.0120
Oh
0.0125
233,400. 00 15,700.0 0 42,000.0 0 65,000.0 0 75,000.0 0 80,000.0 0
Dibulatkan 1 M2 Lantai Keramik Corak 10 x 20 cm setara Roman Keramik m2 10,000 corak 10 x 20 cm Semen Kg 80,000 portland Pasir M3 0.0215 pasang Semen Kg 0.0130 warna
5,018.10 204.10 10,500.0 0 7,800.00 900.00 1,000.00 102,170. 20 102,170. 00
Jumlah
I-11
11,248.0 0
72,200.0 72,200.0 0 0 1,406.00
11,248.0 0
233,400. 5,018.10 00 15,700.0 204.10 0
-
Pekerja Tukang batu Kepala tukang Mandor
Oh Oh Oh Oh
Jumlah Dibulatkan
I-12
1 M2 Lantai Keramik corak 20 x 20 cm setara Roman Keramik corak 20 x 20 cm Semen portland Pasir pasang Semen warna -
Pekerja Tukang batu Kepala tukang Mandor
42,000.0 10,500.0 0 0 65,000.0 0.1200 7,800.00 0 75,000.0 0.0120 900.00 0 80,000.0 0.0125 1,000.00 0 108,870. 20 108,870. 00
0.2500
75,200.0 75,200.0 0 0
m2
10,000
Kg
80,000 1,406.00
M3
0.0215
Kg
0.0130
Oh
0.2500
Oh
0.1200
Oh
0.0120
Oh
0.0125
233,400. 00 15,700.0 0 42,000.0 0 65,000.0 0 75,000.0 0 80,000.0 0
Dibulatkan
I-13
5,018.10 204.10 10,500.0 0 7,800.00 900.00 1,000.00 111,870. 20 111,870. 00
Jumlah
1 M2 Lantai Keramik polos 30 x 30 cm setara Roman Keramik polos 30 x 30 cm Semen portland Pasir pasang
11,248.0 0
68,900.0 68,900.0 0 0
m2
10,000
Kg
80,000 1,406.00
M3
0.0215
11,248.0 0
233,400. 5,018.10 00
-
Semen warna
Kg
0.0130
-
Pekerja
Oh
0.2500
Oh
0.1200
Oh
0.0120
Oh
0.0125
M2
10,000
Kg
80,000 1,406.00
M3
0.0215
Kg
0.0130
Oh
0.2500
Oh
0.1200
Oh
0.0120
Oh
0.0125
-
Tukang batu Kepala tukang Mandor Jumlah
Dibulatkan
I-14
1 M2 Lantai Keramik corak 30 x 30 cm Setara Roman Keramik corak 30 x 30 cm Semen portland Pasir pasang Semen warna -
Pekerja Tukang batu Kepala tukang Mandor
15,700.0 204.10 0 42,000.0 10,500.0 0 0 65,000.0 7,800.00 0 75,000.0 900.00 0 80,000.0 1,000.00 0 105,570. 20 105,570. 00
76,600.0 76,600.0 0 0
233,400. 00 15,700.0 0 42,000.0 0 65,000.0 0 75,000.0 0 80,000.0 0
Dibulatkan
I-15
5,018.10 204.10 10,500.0 0 7,800.00 900.00 1,000.00 113,270. 20 113,270. 00
Jumlah
1 M2 Lantai Keramik polos 40 x 40 cm setara Roman Keramik polos 40 x 40 cm Semen portland
11,248.0 0
72,500.0 72,500.0 0 0
m2
10,000
Kg
80,000 1,406.00
11,248.0 0
-
Pasir pasang Semen warna Pekerja Tukang batu Kepala tukang Mandor
M3
0.0215
Kg
0.0130
Oh
0.2500
Oh
0.1200
Oh
0.0120
Oh
0.0125
233,400. 00 15,700.0 0 42,000.0 0 65,000.0 0 75,000.0 0 80,000.0 0
Dibulatkan
I-16
-
Pekerja Tukang batu Kepala tukang Mandor
10,500.0 0 7,800.00 900.00 1,000.00
77,000.0 77,000.0 0 0
m2
10,000
Kg
80,000 1,406.00
M3
0.0215
Kg
0.0130
Oh
0.2500
Oh
0.1200
Oh
0.0120
Oh
0.0125
233,400. 00 15,700.0 0 42,000.0 0 65,000.0 0 75,000.0 0 80,000.0 0
11,248.0 0 5,018.10 204.10 10,500.0 0 7,800.00 900.00 1,000.00 113,670. 20 113,670. 00
Jumlah Dibulatkan I-17
204.10
109,170. 20 109,170. 00
Jumlah
1 M2 Lantai Keramik corak 40 x 40 cm Setara Roman Keramik corak 40 x 40 cm Semen portland Pasir pasang Semen warna
5,018.10
1 M2 Lantai Marmer -
Marmer Semen portland Pasir pasang
m2 Kg M3
550,000. 583,000. 00 00 11,515.1 81,900 1,406.00 4 233,400. 10,503.0 0.0450 00 0
10,600
-
Semen warna
Kg
0.6500
-
Pekerja
Oh
0.7000
Oh
0.3500
Oh
0.0350
Oh
0.0350
-
Tukang batu Kepala tukang Mandor
15,700.0 0 42,000.0 0 65,000.0 0 75,000.0 0 80,000.0 0
Dibulatkan 1 M2 Lantai Parquet Jati Parquet jati
10,500
Lem vinyl
Kg
0.6000
-
Pekerja
Oh
0.6500
-
Tukang
Oh
0.3500
-
Kepala tukang
Oh
0.0350
-
Mandor
Oh
0.0325
Dibulatkan Materi Terkait :
M2
-
Jumlah
2,625.00 2,800.00 672,798. 14 672,798. 00
Jumlah
I-18
10,205.0 0 29,400.0 0 22,750.0 0
375,400. 00 44,000.0 0 42,000.0 0 65,000.0 0 75,000.0 0 80,000.0 0
394,170. 00 26,400.0 0 27,300.0 0 22,750.0 0 2,625.00 2,600.00 475,845. 00 475,845. 00
Anali sa Harg a Satua n Peker jaan Kayu AHS SNI 2011
Berikut adalah penggal an analisa harga satuan pekerja an kayu, untuk menghit ung harga satuan pekerja an kayu per m3, seperti pekerja an kusen dan J. ANALISA HARGA SATUAN PEKERJAAN KAYU URAIA SATUA N N
No.
J-01
HARG VOLU A HARG ME SATUA A N
1 M3 Kusen Pintu & jendela kayu Kamper Samarinda
-
Kayu Balok Kamper Samarin da
m3
12,000
8,633,7 10,360, 00.00 440.00
42,000. 252,000 00 .00 65,000. 1,170,0 180,000 00 00.00
-
Pekerja
Oh
60,000
-
Tukang Kayu
Oh
-
Kepala Tukang
Oh
20,000
-
Mandor
Oh
0.3000
-
Kayu Balok Kamper Medan
M3
12,000
-
Pekerja
Oh
-
Tukang Kayu
Oh
-
Kepala Tukang
Oh
20,000
75,000. 150,000 00 .00
-
Mandor
Oh
0.3000
80,000. 24,000. 00 00
Jumlah Dibulatkan
75,000. 150,000 00 .00 80,000. 24,000. 00 00 11,956, 440.00 11,956, 440.00
M3 Kusen Pintu & jendela 1 kayu Kamper Medan/ Kruing
J-02
5,692,6 6,831,1 00.00 20.00
42,000. 252,000 00 .00 65,000. 1,170,0 180,000 00 00.00 60,000
8,427,1 20.00 8,427,1 20.00
Jumlah Dibulatkan M3 Kusen Pintu & 1 jendela kayu Borneo Super
J-03
-
Kayu Borneo Balok Super
M3
-
Pekerja
Oh
-
Tukang Kayu
Oh
-
Kepala Tukang
Oh
20,000
-
Mandor
Oh
0.3000
12,000
42,000. 252,000 00 .00 65,000. 1,170,0 180,000 00 00.00 60,000
Jumlah Dibulatkan J-04
5,280,0 6,336,0 00.00 00.00
75,000. 150,000 00 .00 80,000. 24,000. 00 00 7,932,0 00.00 7,932,0 00.00
1 M2 Pintu Panel Kayu Kamper Samarinda
-
Kayu Papan Kamper Samarin da
M3
0.0400
8,633,7 345,348 00.00 .00
-
Paku Biasa 2" - 5"
Kg
-
Pekerja
Oh
-
Tukang Kayu
Oh
-
Kepala Tukang
Oh
0.2500
-
Mandor
Oh
0.0500
0.0500
42,000. 42,000. 00 00 65,000. 162,500 25,000 00 .00 10,000
Jumlah Dibulatkan J-05
23,400. 1,170.0 00 0
75,000. 18,750. 00 00 80,000. 4,000.0 00 0 573,768 .00 573,768 .00
1 M2 Pintu Panel Kayu Kamper Medan/Kruing
-
Kayu Papan Kamper Medan
M3
0.0400
5,692,6 227,704 00.00 .00
-
Paku Biasa 2" - 5"
Kg
0.0500
23,400. 1,170.0 00 0
-
Pekerja
Oh
-
Tukang Kayu
Oh
-
Kepala Tukang
Oh
0.2500
-
Mandor
Oh
0.0500
Jumlah
42,000. 42,000. 00 00 65,000. 162,500 25,000 00 .00 10,000
75,000. 18,750. 00 00 80,000. 4,000.0 00 0 456,124 .00
456,124 .00
Dibulatkan J-06
1 M2 Pintu & Jendela Kaca Kayu Kamper Medan
-
Kayu Papan Kamper Medan
M3
-
Pekerja
Oh
-
Tukang Kayu
Oh
-
Kepala Tukang
Oh
0.2000
-
Mandor
Oh
0.0400
-
Kayu Papan Borneo Super
M3
0.0350
-
Pekerja
Oh
-
Tukang Kayu
Oh
0.0350
5,692,6 199,241 00.00 .00
42,000. 33,600. 00 00 65,000. 130,000 20,000 00 .00 0.8000
Jumlah Dibulatkan
75,000. 15,000. 00 00 80,000. 3,200.0 00 0 381,041 .00 381,041 .00
M2 Pintu & Jendela 1 Kaca Kayu Borneo
J-07
5,595,8 195,853 00.00 .00
42,000. 33,600. 00 00 65,000. 130,000 20,000 00 .00 0.8000
-
Kepala Tukang
Oh
0.2000
-
Mandor
Oh
0.0400
-
Kayu Papan Kamper Medan
M3
0.0640
-
Pekerja
Oh
-
Tukang Kayu
Oh
-
Kepala Tukang
Oh
0.3000
-
Mandor
Oh
0.5000
Jumlah Dibulatkan
75,000. 15,000. 00 00 80,000. 3,200.0 00 0 377,653 .00 377,653 .00
M2 Pintu & Jendela 1 Jalusi Kayu Kamper Medan
J-08
Jumlah Dibulatkan
5,692,6 364,326 00.00 .40
42,000. 42,000. 00 00 65,000. 195,000 30,000 00 .00 10,000
75,000. 22,500. 00 00 80,000. 40,000. 00 00 663,826 .40 663,826 .00
M2 Pintu Triplek Rangka p, 1 Rangka Tertutu p Kayu Kamper Medan
J-09
Kayu Papan Kamper Medan
M3
0.0196
5,692,6 111,574 00.00 .96
Kg
0.0300
23,800. 714.00 00
Ltr
0.3000
23,900. 7,170.0 00 0
-
Triplek 120 x 240 x 0,4 cm
Lbr
10,000
64,400. 64,400. 00 00
-
Pekerja
Oh
-
Tukang Kayu
Oh
-
Kepala Tukang
Oh
0.2000
-
Mandor
Oh
0.0300
-
-
Paku Biasa ½" - 1" Lem Kayu
Jumlah
42,000. 25,200. 00 00 65,000. 130,000 20,000 00 .00 0.6000
75,000. 15,000. 00 00 80,000. 2,400.0 00 0 356,458 .96
356,459 .00
Dibulatkan J-10
J-11
1 M2 Jalusi Mati Kusen Kayu kamper Medan
-
Kayu Papan Kamper Medan
M3
0.0600
5,692,6 341,556 00.00 .00
-
Paku Biasa ½" - 1"
Kg
0.1500
23,800. 3,570.0 00 0
-
Pekerja
Oh
-
Tukang Kayu
Oh
-
Kepala Tukang
Oh
42,000. 21,000. 00 00 65,000. 130,000 20,000 00 .00 0.5000
0.2000
75,000. 15,000. 00 00
80,000. 2,000.0 00 0 513,126 Jumlah .00 513,126 Dibulatkan .00 1 M2 Pintu Triplek Rangkap, Rangka Kayu Borneo Super -
Mandor
Oh
0.0250
-
Kayu Papan Borneo Super
M3
0.0196
5,595,8 109,677 00.00 .68
Kg
0.0300
23,800. 714.00 00
Ltr
0.3000
23,900. 7,170.0 00 0
-
Paku Biasa ½" - 1" Lem Kayu
-
Triplek 120 x 240 x 0,4 cm
Lbr
-
Pekerja
Oh
-
Tukang Kayu
Oh
-
Kepala Tukang
Oh
0.2000
-
Mandor
Oh
0.0300
-
Kayu Papan Kamper Medan
M3
0.0196
5,692,6 111,574 00.00 .96
-
Paku Biasa ½" - 1"
Kg
0.3000
23,800. 7,140.0 00 0
10,000
64,400. 64,400. 00 00
42,000. 25,200. 00 00 65,000. 130,000 20,000 00 .00 0.6000
Jumlah Dibulatkan
75,000. 15,000. 00 00 80,000. 2,400.0 00 0 354,561 .68 354,562 .00
M2 Pintu Teakwo od Rangka 1 p, rangka Kayu Kamper Medan
J-12
-
Lem Kayu Teakwo od 4 mm
Ltr
0.3000
23,900. 7,170.0 00 0
Lbr
10,000
131,700 131,700 .00 .00
42,000. 25,200. 00 00 65,000. 130,000 20,000 00 .00
-
Pekerja
Oh
0.6000
-
Tukang Kayu
Oh
-
Kepala Tukang
Oh
0.2000
-
Mandor
Oh
0.0300
-
Kayu Papan Kamper Medan
M3
0.0196
5,692,6 111,574 00.00 .96
-
Paku Biasa ½" - 1"
Kg
0.3000
23,800. 7,140.0 00 0
Jumlah Dibulatkan
75,000. 15,000. 00 00 80,000. 2,400.0 00 0 430,184 .96 430,185 .00
M2 Pintu Triplek & Formik 1 a, Rangka Kayu Kamper Medan
J-13
-
Lem Kayu
Ltr
0.8000
23,900. 19,120. 00 00
-
Triplek 120 x 240 x 0,4 cm
Lbr
10,000
64,400. 64,400. 00 00
-
Formica 3" x 6"
Lbr
0.5000
132,900 66,450. .00 00
-
Pekerja
Oh
-
Tukang Kayu
Oh
-
Kepala Tukang
Oh
0.2500
-
Mandor
Oh
0.0400
Jumlah Dibulatkan
J-14
M2 Pintu Teakwo od & Formik a, 1 Rangka Kayu Kamper Medan (dipolit ur)
42,000. 33,600. 00 00 65,000. 162,500 25,000 00 .00 0.8000
75,000. 18,750. 00 00 80,000. 3,200.0 00 0 486,734 .96 486,735 .00
Kayu Papan Kamper Medan
M3
0.0196
5,692,6 111,574 00.00 .96
Kg
0.3000
23,800. 7,140.0 00 0
Ltr
0.8000
23,900. 19,120. 00 00
-
Teakwo od 120 x 240 x 0,4 cm
Lbr
10,000
131,700 131,700 .00 .00
-
Formica 4" x 8"
Lbr
0.5000
238,100 119,050 .00 .00
-
Pekerja
Oh
-
Tukang Kayu
Oh
-
Kepala Tukang
Oh
0.2500
-
Mandor
Oh
0.0400
-
-
Paku Biasa ½" - 1" Lem Kayu
Jumlah Dibulatkan J-15
1 M3 Kuda-kuda Kayu Kamper Medan
42,000. 33,600. 00 00 65,000. 162,500 25,000 00 .00 0.8000
75,000. 18,750. 00 00 80,000. 3,200.0 00 0 606,634 .96 606,635 .00
-
-
Kayu Balok Kamper Medan Besi Strip Paku Biasa 2" - 5"
M3
11,000
5,692,6 6,261,8 00.00 60.00
Kg
150,000
26,800. 402,000 00 .00
Kg
0.8000
23,800. 19,040. 00 00
42,000. 168,000 00 .00 65,000. 780,000 120,000 00 .00
-
Pekerja
Oh
40,000
-
Tukang Kayu
Oh
-
Kepala Tukang
Oh
12,000
-
Mandor
Oh
0.2000
-
Kayu balok Borneo super
M3
11,000
5,280,0 5,808,0 00.00 00.00
-
Besi Strip
Kg
150,000
26,800. 402,000 00 .00
Jumlah Dibulatkan
75,000. 90,000. 00 00 80,000. 16,000. 00 00 7,736,9 00.00 7,736,9 00.00
M3 Kudakuda 1 Kayu Borneo Super
J-16
-
Paku Biasa 2" - 5"
Kg
-
Pekerja
Oh
-
Tukang Kayu
Oh
-
Kepala Tukang
Oh
12,000
-
Mandor
Oh
0.2000
-
Kayu balok Borneo super
m3
0.0120
5,280,0 63,360. 00.00 00
-
Paku Biasa 2" - 5"
Kg
0.1500
23,800. 3,570.0 00 0
-
Pekerja
Oh
-
Tukang Kayu
Oh
0.8000
23,800. 19,040. 00 00
42,000. 168,000 00 .00 65,000. 780,000 120,000 00 .00 40,000
Jumlah Dibulatkan
75,000. 90,000. 00 00 80,000. 16,000. 00 00 7,283,0 40.00 7,283,0 40.00
M2 Kaso + Reng Genten 1g Plenton g Kayu Borneo Super
J-17
42,000. 4,200.0 00 0 65,000. 6,500.0 0.1000 00 0 0.1000
-
Kepala Tukang
Oh
0.0100
-
Mandor
Oh
0.0050
-
Kayu balok Borneo super
M3
0.0140
5,280,0 73,920. 00.00 00
-
Paku Biasa 2" - 5"
Kg
0.1500
23,800. 3,570.0 00 0
-
Pekerja
Oh
-
Tukang Kayu
Oh
-
Kepala Tukang
Oh
0.0100
-
Mandor
Oh
0.0050
Jumlah Dibulatkan
75,000. 750.00 00 80,000. 400.00 00 78,780. 00 78,780. 00
M2 Kaso + Reng Genten 1 g Beton Kayu Borneo Super
J-18
Jumlah
42,000. 4,200.0 00 0 65,000. 6,500.0 0.1000 00 0 0.1000
75,000. 750.00 00 80,000. 400.00 00 89,340. 00
89,340. 00
Dibulatkan M' Lisplan g uk (3x20)c 1 m, Kayu Kamper Medan
J-19
-
Kayu Papan Kamper Medan
M3
0.0072
5,823,4 41,928. 00.00 48
-
Paku Biasa 2" - 5"
Kg
0.0500
23,800. 1,190.0 00 0
-
Pekerja
Oh
-
Tukang Kayu
Oh
-
Kepala Tukang
Oh
0.0200
-
Mandor
Oh
0.0050
42,000. 4,200.0 00 0 65,000. 13,000. 0.2000 00 00 0.1000
Jumlah Dibulatkan J-20
1 M' Lisplang uk (3x30)cm, Kayu Kamper Medan
75,000. 1,500.0 00 0 80,000. 400.00 00 62,218. 48 62,218. 00
-
Kayu Papan Kamper Medan
M3
0.0110
5,692,6 62,618. 00.00 60
-
Paku Biasa 2" - 5"
Kg
0.0500
23,800. 1,190.0 00 0
-
Pekerja
Oh
-
Tukang Kayu
Oh
-
Kepala Tukang
Oh
0.0220
-
Mandor
Oh
0.0050
42,000. 4,620.0 00 0 65,000. 14,300. 0.2200 00 00 0.1100
Jumlah Dibulatkan J-21
75,000. 1,650.0 00 0 80,000. 400.00 00 84,778. 60 84,779. 00
1 M¹ List Plafond + kayu Profil 10 cm -
Kayu Profil 10 cm
M'
-
Pekerja
Oh
-
Tukang Kayu
Oh
-
Kepala Tukang
Oh
0.0020
75,000. 150.00 00
-
Mandor
Oh
0.0010
80,000. 00
Jumlah
10,500
29,400. 30,870. 00 00
42,000. 882.00 00 65,000. 1,365.0 0.0210 00 0 0.0210
80.00 33,347. 00
Dibulatkan Materi Terkait :
33,347. 00
