1 m3 Pasangan Pondasi Batu Kali, 1 Pc : 1 Ps | ||||||
BAHAN | | | | | | |
Batu Belah 15/20 cm | 1.100 | M3 | x Rp. | | = Rp. | - |
Semen Portland | 392.000 | Kg | x Rp. | | = Rp. | - |
Pasir Pasang | 0.314 | M3 | x Rp. | | = Rp. | - |
| | | Jumlah 1 | | = Rp. | - |
| | | | | | |
TENAGA | | | | | | |
Pekerja | 1.500 | OH | x Rp. | | = Rp. | - |
Tukang Batu | 0.600 | OH | x Rp. | | = Rp. | - |
Kepala Tukang | 0.060 | OH | x Rp. | | = Rp. | - |
Mandor | 0.075 | OH | x Rp. | | = Rp. | - |
| | | Jumlah 2 | | = Rp. | - |
| | | Jumlah (1) + (2) | | = Rp. | - |
| | | | | | |
1 m3 Pasangan Pondasi Batu Kali, 1 Pc : 2 Ps | ||||||
BAHAN | | | | | | |
Batu Belah 15/20 cm | 1.100 | M3 | x Rp. | | = Rp. | - |
Semen Portland | 267.000 | Kg | x Rp. | | = Rp. | - |
Pasir Pasang | 0.427 | M3 | x Rp. | | = Rp. | - |
| | | Jumlah 1 | | = Rp. | - |
| | | | | | |
TENAGA | | | | | | |
Pekerja | 1.500 | OH | x Rp. | | = Rp. | - |
Tukang Batu | 0.600 | OH | x Rp. | | = Rp. | - |
Kepala Tukang | 0.060 | OH | x Rp. | | = Rp. | - |
Mandor | 0.075 | OH | x Rp. | | = Rp. | - |
| | | Jumlah 2 | | = Rp. | - |
| | | Jumlah (1) + (2) | | = Rp. | - |
| | | | | | |
1 m3 Pasangan Pondasi Batu Kali, 1 Pc : 2,5 Ps | ||||||
BAHAN | | | | | | |
Batu Belah 15/20 cm | 1.100 | M3 | x Rp. | | = Rp. | - |
Semen Portland | 392.000 | Kg | x Rp. | | = Rp. | - |
Pasir Pasang | 0.314 | M3 | x Rp. | | = Rp. | - |
| | | Jumlah 1 | | = Rp. | - |
| | | | | | |
TENAGA | | | | | | |
Pekerja | 1.500 | OH | x Rp. | | = Rp. | - |
Tukang Batu | 0.600 | OH | x Rp. | | = Rp. | - |
Kepala Tukang | 0.060 | OH | x Rp. | | = Rp. | - |
Mandor | 0.075 | OH | x Rp. | | = Rp. | - |
| | | Jumlah 2 | | = Rp. | - |
| | | Jumlah (1) + (2) | | = Rp. | - |
| | | | | | |
1 m3 Pasangan Pondasi Batu Kali, 1 Pc : 3 Ps | ||||||
BAHAN | | | | | | |
Batu Belah 15/20 cm | 1.100 | M3 | x Rp. | | = Rp. | - |
Semen Portland | 202.000 | Kg | x Rp. | | = Rp. | - |
Pasir Pasang | 0.485 | M3 | x Rp. | | = Rp. | - |
| | | Jumlah 1 | | = Rp. | - |
| | | | | | |
TENAGA | | | | | | |
Pekerja | 1.500 | OH | x Rp. | | = Rp. | - |
Tukang Batu | 0.600 | OH | x Rp. | | = Rp. | - |
Kepala Tukang | 0.060 | OH | x Rp. | | = Rp. | - |
Mandor | 0.075 | OH | x Rp. | | = Rp. | - |
| | | Jumlah 2 | | = Rp. | - |
| | | Jumlah (1) + (2) | | = Rp. | - |
| | | | | | |
1 m3 Pasangan Pondasi Batu Kali, 1 Pc : 4 Ps | ||||||
BAHAN | | | | | | |
Batu Belah 15/20 cm | 1.100 | M3 | x Rp. | | = Rp. | - |
Semen Portland | 163.000 | Kg | x Rp. | | = Rp. | - |
Pasir Pasang | 0.520 | M3 | x Rp. | | = Rp. | - |
| | | Jumlah 1 | | = Rp. | - |
| | | | | | |
TENAGA | | | | | | |
Pekerja | 1.500 | OH | x Rp. | | = Rp. | - |
Tukang Batu | 0.600 | OH | x Rp. | | = Rp. | - |
Kepala Tukang | 0.060 | OH | x Rp. | | = Rp. | - |
Mandor | 0.075 | OH | x Rp. | | = Rp. | - |
| | | Jumlah 2 | | = Rp. | - |
| | | Jumlah (1) + (2) | | = Rp. | - |
| | | | | | |
1 m3 Pasangan Pondasi Batu Kali, 1 Pc : 5 Ps | ||||||
BAHAN | | | | | | |
Batu Belah 15/20 cm | 1.100 | M3 | x Rp. | | = Rp. | - |
Semen Portland | 136.000 | Kg | x Rp. | | = Rp. | - |
Pasir Pasang | 0.544 | M3 | x Rp. | | = Rp. | - |
| | | Jumlah 1 | | = Rp. | - |
| | | | | | |
TENAGA | | | | | | |
Pekerja | 1.500 | OH | x Rp. | | = Rp. | - |
Tukang Batu | 0.600 | OH | x Rp. | | = Rp. | - |
Kepala Tukang | 0.060 | OH | x Rp. | | = Rp. | - |
Mandor | 0.075 | OH | x Rp. | | = Rp. | - |
| | | Jumlah 2 | | = Rp. | - |
| | | Jumlah (1) + (2) | | = Rp. | - |
| | | | | | |
1 m3 Pasangan Pondasi Batu Kali, 1 Pc : 6 Ps | ||||||
BAHAN | | | | | | |
Batu Belah 15/20 cm | 1.100 | M3 | x Rp. | | = Rp. | - |
Semen Portland | 117.000 | Kg | x Rp. | | = Rp. | - |
Pasir Pasang | 0.561 | M3 | x Rp. | | = Rp. | - |
| | | Jumlah 1 | | = Rp. | - |
| | | | | | |
TENAGA | | | | | | |
Pekerja | 1.500 | OH | x Rp. | | = Rp. | - |
Tukang Batu | 0.600 | OH | x Rp. | | = Rp. | - |
Kepala Tukang | 0.060 | OH | x Rp. | | = Rp. | - |
Mandor | 0.075 | OH | x Rp. | | = Rp. | - |
| | | Jumlah 2 | | = Rp. | - |
| | | Jumlah (1) + (2) | | = Rp. | - |
| | | | | | |
1 m3 Pasangan Pondasi Batu Kali, 1 Pc : 8 Ps | ||||||
BAHAN | | | | | | |
Batu Belah 15/20 cm | 1.100 | M3 | x Rp. | | = Rp. | - |
Semen Portland | 91.000 | Kg | x Rp. | | = Rp. | - |
Pasir Pasang | 0.561 | M3 | x Rp. | | = Rp. | - |
| | | Jumlah 1 | | = Rp. | - |
| | | | | | |
TENAGA | | | | | | |
Pekerja | 1.500 | OH | x Rp. | | = Rp. | - |
Tukang Batu | 0.600 | OH | x Rp. | | = Rp. | - |
Kepala Tukang | 0.060 | OH | x Rp. | | = Rp. | - |
Mandor | 0.075 | OH | x Rp. | | = Rp. | - |
| | | Jumlah 2 | | = Rp. | - |
| | | Jumlah (1) + (2) | | = Rp. | - |
| | | | | | |
| | | | | | |
| | | | | | |
| | | | | | |
1 m3 Pasangan Pondasi Batu Kali, 1 Kp :1 SM : 1 Ps | ||||||
BAHAN | | | | | | |
Batu Belah 15/20 cm | 1.100 | M3 | x Rp. | | = Rp. | - |
Kapur Pasang | 0.229 | Kg | x Rp. | | = Rp. | - |
Semen Merah | 0.229 | M3 | x Rp. | | = Rp. | - |
Pasir Pasang | 0.544 | M3 | x Rp. | | = Rp. | - |
| | | Jumlah 1 | | = Rp. | - |
| | | | | | |
TENAGA | | | | | | |
Pekerja | 1.500 | OH | x Rp. | | = Rp. | - |
Tukang Batu | 0.600 | OH | x Rp. | | = Rp. | - |
Kepala Tukang | 0.060 | OH | x Rp. | | = Rp. | - |
Mandor | 0.075 | OH | x Rp. | | = Rp. | - |
| | | Jumlah 2 | | = Rp. | - |
| | | Jumlah (1) + (2) | | = Rp. | - |
| | | | | | |
1 m3 Pasangan Pondasi Batu Kali, 1 Kp :1 SM : 2 Ps | ||||||
BAHAN | | | | | | |
Batu Belah 15/20 cm | 1.100 | M3 | x Rp. | | = Rp. | - |
Kapur Pasang | 0.170 | Kg | x Rp. | | = Rp. | - |
Semen Merah | 0.170 | M3 | x Rp. | | = Rp. | - |
Pasir Pasang | 0.340 | M3 | x Rp. | | = Rp. | - |
| | | Jumlah 1 | | = Rp. | - |
| | | | | | |
TENAGA | | | | | | |
Pekerja | 1.500 | OH | x Rp. | | = Rp. | - |
Tukang Batu | 0.600 | OH | x Rp. | | = Rp. | - |
Kepala Tukang | 0.060 | OH | x Rp. | | = Rp. | - |
Mandor | 0.075 | OH | x Rp. | | = Rp. | - |
| | | Jumlah 2 | | = Rp. | - |
| | | Jumlah (1) + (2) | | = Rp. | - |
| | | | | | |
1 m3 Pasangan Pondasi Batu Kali, 1 Pc :1/4 Kp : 4 Ps | ||||||
BAHAN | | | | | | |
Batu Belah 15/20 cm | 1.100 | M3 | x Rp. | | = Rp. | - |
Semen Portland | 156.000 | Kg | x Rp. | | = Rp. | - |
Kapur Pasang | 0.032 | M3 | x Rp. | | = Rp. | - |
Pasir Pasang | 0.584 | M3 | x Rp. | | = Rp. | - |
| | | Jumlah 1 | | = Rp. | - |
| | | | | | |
TENAGA | | | | | | |
Pekerja | 1.500 | OH | x Rp. | | = Rp. | - |
Tukang Batu | 0.600 | OH | x Rp. | | = Rp. | - |
Kepala Tukang | 0.060 | OH | x Rp. | | = Rp. | - |
Mandor | 0.075 | OH | x Rp. | | = Rp. | - |
| | | Jumlah 2 | | = Rp. | - |
| | | Jumlah (1) + (2) | | = Rp. | - |
0 komentar :
Posting Komentar