1 PT 6.1.
1 m³ Galian tanah biasa sedalam 1 meter
6.1.1. Tenaga
Pekerja 0,400 Oh
x -
Rp =
- Rp
Mandor 0,040 Oh
x -
Rp =
- Rp
Jumlah =
- Rp
2 PT. 6.9.
1 m³ Urugan kembali
6.9.1. Tenaga
Pekerja 0,192 Oh
x -
Rp =
- Rp
Mandor 0,019 Oh
x -
Rp =
- Rp
Jumlah =
- Rp
3 PT. 6.11.A
1 m³ Urugan pasir
6.11.1. Bahan
Pasir urug 1,200 M³
x -
Rp = -
Rp Jumlah 1
= -
Rp
6.11.2. Tenaga
Pekerja 0,500 Oh
x -
Rp = -
Rp Mandor
0,050 Oh x
- Rp =
- Rp
Jumlah 2 =
- Rp
Jumlah 1+2 =
- Rp
4 PB 62.28
1 M³ Pasang pondasi beton bertulang 100 kg besi + bekisting 62.28.1
Bahan Kayu kelas III
0,2000 M³ x
- Rp
= -
Rp Paku biasa 2 - 5
1,500 Kg x
- Rp
= -
Rp Minyak bekisting
0,400 Ltr x
- Rp
= -
Rp Besi beton polos
105,000 Kg x
- Rp
= -
Rp Kawat beton
2,250 Kg x
- Rp
= -
Rp Semen portland
336,000 Kg x
- Rp
= -
Rp Pasir beton
0,540 M³ x
- Rp
= -
Rp Kerikil beton
0,810 M³ x
- Rp
= -
Rp Jumlah 1
= -
Rp
6.39.2. Tenaga
Pekerja 5,300 Oh
x -
Rp =
- Rp
Tukang batu 0,275 Oh
x -
Rp =
- Rp
Tukang kayu 1,300 Oh
x -
Rp =
- Rp
Tukang besi 1,050 Oh
x -
Rp =
- Rp
Kepala tukang 0,262 Oh
x -
Rp =
- Rp
Mandor 0,265 Oh
x -
Rp =
- Rp
Jumlah 2 =
- Rp
Jumlah 1 + 2 =
- Rp
6 PB 6.30
1 M³ Membuat kolom beton bertulang 150 kg besi + bekisting 6.30.1
Bahan Kayu Kelas III
0,4000 M³ x
- Rp
= -
Rp Paku biasa 2 - 5
4,000 Kg x
- Rp
= -
Rp Minyak bekisting
2,000 Ltr x
- Rp
= -
Rp Besi beton polos
155,000 Kg x
- Rp
= -
Rp Kawat beton
4,500 Kg x
- Rp
= -
Rp Semen portland
336,000 Kg x
- Rp
= -
Rp
ANALISA HARGA SATUAN
................................................................................................................................................................................................................... Page1
Analisa SNI 2012
Pasir beton 0,540 M³
x -
Rp =
- Rp
Kerikil beton 0,810 M³
x -
Rp =
- Rp
Kayu Kelas III balok 0,150 M³
x -
Rp =
- Rp
Tripleks 9 mm 3,500 Lbr
x -
Rp =
- Rp
Kayu dolken
Ø
3-4 17,000 Btg
x -
Rp =
- Rp
Jumlah 1 =
- Rp
6.30.2 Tenaga