UPKEEP COST YEAR 3
Mineral, New Planting
| DETAILS | % | NORMA | UNIT | Round | USD | USD/HA | EXPLANATION | |
| – | ||||||||
| Weeding | ||||||||
| circle weeding | labor | 100% | 3,00 | Daytask/Ha | 1 | 6,5 | 20 | |
| – | ||||||||
| interrow labor | labor | 100% | 2,00 | Daytask/Ha | 3 | 6,5 | 39 | |
| material | GLIFOSAT | 100% | 0,08 | Lit/Ha | 3 | 4 | 1 | |
| – | ||||||||
| Circle spraying – Labor | labor | 100% | 0,50 | Daytask/Ha | 3 | 6,5 | 10 | |
| – material | GLIFOSAT | 100% | 0,30 | Lit/Ha | 3 | 4 | 4 | |
| FLOROKSIPIR | 100% | 0,07 | Lit/Ha | 3 | 16 | 3 | ||
| – tool | RB 15 SPRAYER | 100% | 0,01 | Unit/Ha | 1 | 60 | 1 | 1 sprayer untuk 100 Ha |
| – Transport Spraying Unit | Spraying UNIT | 100% | 0,50 | Daytask/Ha | 3 | 1 | 1 | |
| Supervision | mandor | 100% | 0,10 | Daytask/Ha | 3 | 12,8 | 4 | |
| Sub Total | 82 | |||||||
| LALANG ERADICATION | ||||||||
| Spraying lalang – labor | labor | 2,5% | 1,50 | Daytask/Ha | 6 | 6,5 | 2 | |
| – material | GLIFOSAT | 2,5% | 0,25 | Lit/Ha | 6 | 4 | 0 | 0.25 Lit/Ha Sporadic Lalang (2.5%) |
| – tool | RB 15 SPRAYER | 2,5% | 0,01 | Bh/Ha | 1 | 60 | 0 | 1 sprayer untuk 100 Ha |
| Supervision | mandor | 5% | 0,10 | HK/Ha | 1 | 12,8 | 0 | |
| Sub Total | 2 | |||||||
| Manuring | ||||||||
| Labor | labor | 100% | 1,83 | HK/Ha | 5 | 6,5 | 64 | Output pupuk 400 Kg/HK, 1.83 HK/Ha |
| Fertilizer NPK 12.12.7.2 | NPK 12.12.17.2 | 100% | 979 | Kg/Ha | 1 | 490 | 25BST=1.8 kg/pkk, 28BST=1.8 kg/pkk, 31BST=1.8 kg/pkk, 34BST=1.8 kg/pkk | |
| MOP | MOP | 100% | Kg/Ha | 1 | – | Tidak dilakukan | ||
| TSP | TSP | 100% | Kg/Ha | 1 | – | Tidak dilakukan | ||
| CuSO4 | Cu(edta) | 0% | Kg/Ha | 1 | – | Tidak dilakukan | ||
| ZnSO4 | ZnSO4 | 0% | Kg/Ha | 1 | – | Tidak dilakukan | ||
| KIESERITE | KIESERITE | 100% | Kg/Ha | 1 | – | |||
| HGFB | HGFB | 100% | 10 | Kg/Ha | 1 | 10 | 100 | 27BST=0.075 kg/pk |
| Transport : Internal | TRANSPORT INTERNAL | 100% | 989 | Kg/Ha | 1 | 0 | 7 | |
| Supervision | Mandor | 100% | 0,05 | Daytask/Ha | 5 | 12,8 | 3 | |
| Sub Total | 664 | |||||||
| PEST & DEASEAE | ||||||||
| CENSUS | labor | 100% | 0,1 | Daytask/Ha | 6 | 6,5 | 5 | |
| – | ||||||||
| R&D Fee | P&D ANALYSIS FEE | 100% | 1 | Kali/Ha | 1 | – | ||
| – | ||||||||
| Poison rad | – | |||||||
| Labor | labor | 30% | 0,67 | Daytask/Ha | 1 | 6,5 | 1 | |
| Material | material | 30% | 2,80 | Kg/Ha | 1 | 2 | 2 | 238 pc/Ha, 1 Kg = 85 pc rat bait |
| – | ||||||||
| OTHER | MATERIAL | 5% | 16,0 | Mtr/Ha | 1 | – | 4 Mtr/Ha, ada 4 layer | |
| Supervision | Mandor | 5% | 1,47 | Daytask/Ha | 1 | 12,8 | 1 | |
| Sub Total | 9 | |||||||
| CASTRATION | ||||||||
| Castration | labor | 100% | 1,00 | Daytask/Ha | 1 | 6,5 | 7 | 23 bst |
| Prunning | labor | 100% | 1,25 | HK/Ha | 1 | 6,5 | 9 | |
| Supervision | Mandor | 5% | 1,00 | Daytask/Ha | 1 | 12,8 | 1 | |
| Sub Total | 16 | |||||||
| Census | ||||||||
| Census | labor | 100% | 0,33 | HK/Ha | 2 | 6,5 | 4 | |
| Supervision | Mandor | 5% | 0,67 | HK/Ha | 1 | 12,8 | 0 | |
| Sub Total | 5 | |||||||
| UPKEEP DRAIN & TERACCE | ||||||||
| CLEANING DRAIN 1 x 1 x 1 m | Labor | 30% | 0,20 | Daytask/Ha | 1 | 6,5 | 0 | 20 m/ha, Output = 100 m/HK |
| CLEANING DRAIN 2 x 2 x 2 m | EXCAVATOR | 30% | 0,13 | HM/Ha | 1 | 47 | 2 | 15 m/ha, Output = 112.5 m/HM |
| CLEANING DRAIN4 x 4 x 4 m | EXCAVATOR | 20% | 0,11 | HM/Ha | 1 | 47 | 1 | 6 m/ha, Output = 56.25 m/HM |
| CLEANING BORDER DRAIN | EXCAVATOR | 5% | 0,14 | HM/Ha | 1 | 47 | 0 | 4 m/ha, Output = 28.125 m/HM |
| Rehab terrace | PHL | 50% | 0,50 | Daytask/Ha | 1 | 6,5 | 2 | 125 m/ha, Output = 250 m/HK |
| Rehab. Individual terrace | labor | 0,83 | Daytask/Ha | 1 | 6,5 | – | 5 tapak/ha, Output = 6 tapak/HK | |
| Supervision | Mandor | 285,70 | HK | 1 | 12,8 | – | 1 HK per Hari | |
| Sub Total | 5 | |||||||
| Upkeep road | ||||||||
| Manual upkeep road | Labor | 100% | 0,17 | Daytask/Ha | 12 | 6,5 | 14 | 43 m/ha, Output = 250 m/HK |
| Laterite access road | SIRTU | 0% | 0,72 | M3/Ha | 1 | – | 1 m/ha, Sirtu ( 7m x 0.2m) = 0.72 m3/m jalan | |
| Laterite main road | SIRTU | 50% | 5,40 | M3/Ha | 1 | 20 | 54 | 10 m/ha, Sirtu ( 7m x 0.15m)= 0.54 m3/m jalan |
| Laterite collection road | SIRTU | 50% | 13,86 | M3/Ha | 1 | 20 | 139 | 33 m/ha, Sirtu ( 5m x 0.1m) = 0.42 m3/m jalan |
| Grading Access road | ROAD GRADER | 100% | 0,007 | HM/Ha | 1 | 40 | 0 | 1 m/ha, Output = 145.833333333333 m/HM |
| Grading Main road | ROAD GRADER | 100% | 0,051 | HM/Ha | 1 | 40 | 2 | 10 m/ha, Output = 194.444444444444 m/HM |
| Grading production road | ROAD GRADER | 100% | 0,132 | HM/Ha | 1 | 40 | 5 | 33 m/ha, Output = 250 m/HM |
| Supervision | Mandor | 100% | 0,02 | Daytask/Ha | 1 | 12,8 | 0 | 1 HK per Hari |
| Sub Total | 215 | |||||||
| SURVEY DAN PATOK | ||||||||
| – Survey & Patok | Labor | 100% | 0,10 | Daytask/Ha | 1 | 6,5 | 1 | |
| Supervision | Mandor | 100% | 0,050 | Daytask/Ha | 1 | 12,8 | 1 | |
| Sub Total | 1 | |||||||
| TOTAL UPKEEP COST | 979 |