Tenaga Tenaga Bahan Tenaga Tenaga

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