Analisa Harga Satuan Pekerjaan Beton


NO URAIAN
SAT
VOLUME
HRG.SAT
JUMLAH
D-17r2 1 M3 Sloof Beton Tulang 15/20 (180 kg besi + bekisting) 4dia. 12 ring 8-15
  Kayu papan terentang
M3
0.2700
2,850,000
769,500
  Paku Biasa 2" - 5"
Kg
2.0000
23,400
46,800
  Besi Beton
Kg
180.0000
16,500
2,970,000
  Kawat Beton
Kg
3.0000
27,700
83,100
  Semen Portland
Kg
323.0000
1,200
387,600
  Pasir Beton
M3
0.5200
225,000
117,000
  Koral Beton 2/3
M3
0.7800
200,000
156,000
  Pekerja
Oh
4.8500
55,000
266,750
  Tukang Batu
Oh
0.3500
70,000
24,500
  Tukang Kayu
Oh
1.5600
70,000
109,200
  Tukang Besi
Oh
1.4000
70,000
98,000
  Kepala Tukang
Oh
0.3310
80,000
26,480
  Mandor
Oh
0.1700
85,000
14,450
  Jumlah
5,069,380
  Dibulatkan
5,069,380
   
   
  1 M3 Kolom Beton Tulang 15/20 (180 kg besi + bekisting) 4dia.12 8-15
  Kayu papan terentang
M3
0.4000
2,850,000
1,140,000
  Paku Biasa 2" - 5"
Kg
4.0000
23,400
93,600
  Minyak Bekisting
Ltr
40,500
-
  Besi Beton
Kg
180.0000
16,500
2,970,000
  Kawat Beton
Kg
1.8000
27,700
49,860
  Semen Portland
Kg
323.0000
1,200
387,600
  Pasir Beton
M3
0.5200
225,000
117,000
  Koral Beton 2/3
M3
0.7800
200,000
156,000
  Kayu Balok Terentang
M3
0.1500
2,640,000
396,000
  Dolken Ø-8-10/4m
Btg
20.0000
15,000
300,000
  Pekerja
Oh
7.3000
55,000
401,500
  Tukang Batu
Oh
0.3500
70,000
24,500
  Tukang Kayu
Oh
3.3000
70,000
231,000
  Tukang Besi
Oh
2.1000
70,000
147,000
  Kepala Tukang
Oh
0.5700
80,000
45,600
  Mandor
Oh
0.2500
85,000
21,250
  Jumlah
6.480.910
  Dibulatkan
6.481.000
   
  1 M3 Balok Beton Tulang 15/20 sofi-sofi, ring balk + balok poratl (180 kg besi + bekisting) 4dia. 12, 8-15
  Kayu papan terentang
M3
0.3200
2,850,000
912,000
  Paku Biasa 2" - 5"
Kg
3.2000
23,400
74,880
  Besi Beton
Kg
180.0000
16,500
2,970,000
  Kawat Beton
Kg
2.2500
27,700
62,325
  Semen Portland
Kg
323.0000
1,200
387,600
  Pasir Beton
M3
0.5200
225,000
117,000
  Koral Beton 2/3
M3
0.7800
200,000
156,000
  Kayu Balok Terentang
M3
0.1400
2,640,000
369,600
  Dolken Ø-8-10/4m
Btg
16.0000
15,000
240,000
  Pekerja
Oh
5.9600
55,000
327,800
  Tukang Batu
Oh
0.3500
70,000
24,500
  Tukang Kayu
Oh
2.8000
70,000
196,000
  Tukang Besi
Oh
1.4000
70,000
98,000
  Kepala Tukang
Oh
0.4550
80,000
36,400
  Mandor
Oh
0.2080
85,000
17,680
  Jumlah
6.412.865
  Dibulatkan
6,413,000
D-29 1 M3 Tangga Beton Tulang (90 kg besi + bekisting)
  Kayu papan terentang
M3
0.2500
2,850,000
712,500
  Paku Biasa 2" - 5"
Kg
3.0000
23,400
70,200
  Minyak Bekisting
Ltr
1.2000
40,500
48,600
  Besi Beton
Kg
90.0000
16,500
1,485,000
  Kawat Beton
Kg
3.0000
27,700
83,100
  Semen Portland
Kg
323.0000
1,200
387,600
  Pasir Beton
M3
0.5200
225,000
117,000
  Koral Beton 2/3
M3
0.7800
200,000
156,000
  Kayu Balok Terentang
M3
0.1050
2,640,000
277,200
  Dolken Ø-8-10/4m
Btg
14.0000
15,000
210,000
  Pekerja
Oh
5.6000
55,000
308,000
  Tukang Batu
Oh
0.3500
70,000
24,500
  Tukang Kayu
Oh
2.3000
70,000
161,000
  Tukang Besi
Oh
1.4000
70,000
98,000
  Kepala Tukang
Oh
0.4050
80,000
32,400
  Mandor
Oh
0.2020
85,000
17,170
  Jumlah
4,188,720
  Dibulatkan
4,189,000
3 1 M3 Membuat Plat Lantai Tb. 10 Cm Beton Bertulang ( 90 Kg Besi + Bekisting )
  Kayu Terentang
M3
0.4000
2,850,000
1,140,000
  Paku Biasa 2" - 5"
Kg
4.0000
23,400
93,600
  Minyak Bekisting
Ltr
2.0000
40,500
81,000
  Besi Beton Polos
Kg
90.0000
16,500
1,485,000
  Kawat Beton
Kg
3.0000
27,700
83,100
  Kayu Balok Terentang
M3
0.1050
151,100
15,866
  Plywood Tebal 9 mm
Lbr
3.5000
151,100
528,850
  Dolken kayu Galam o - 8-10/4 m
Btg
60.0000
15,000
900,000
  Semen Portland
Kg
323.0000
1,200
387,600
  Pasir Beton
M3
0.5200
225,000
117,000
  Koral Beton 2/3
M3
0.7800
200,000
156,000
  Pekerja
Oh
5.2000
55,000
286,000
  Tukang Batu
Oh
0.3500
70,000
24,500
  Tukang Kayu
Oh
3.3000
70,000
231,000
  Kepala Tukang
Oh
0.3650
80,000
29,200
  Mandor
Oh
1.0600
85,000
90,100
  Jumlah
5,648,816
  Dibulatkan
5,649,000

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