COST OF MATURE 1
MINERAL
| Kind of work | Details | % | Norma | UNIT | Round | USD | USD per ha | Explanation | |
| – | |||||||||
| Circle spraying | Labor | 100% | 0,33 | day task/ha | 3 | 6,5 | 6 | ||
| Material | GLIFOSAT | 70% | 0,30 | Lit/Ha | 3 | 4 | 3 | ||
| FLOROKSIPIR | 70% | 0,05 | Lit/Ha | 3 | 16 | 2 | starane 250 cc blanket | ||
| METIL METSULFURON | 30% | 0,04 | Kg/Ha | 3 | 11 | 0 | 5 gr/kap metsolindo | ||
| PARAQUAT | 30% | 0,32 | Lit/Ha | 3 | 4 | 1 | |||
| Tool | RB 15 SPRAYER | 100% | 0,01 | Unit/Ha | 1 | 77 | 1 | 1 Sparayer untuk100 Ha | |
| Transport | Spraying unit | 100% | 0,33 | KM/Ha | 3 | 1 | 0 | ||
| – | |||||||||
| Interrow spraying | Labor | 100% | 0,33 | Day task/ha | 1 | 6,5 | 2 | ||
| Material | GLIFOSAT | 100% | 0,25 | Lit/Ha | 1 | 4 | 1 | ||
| FLOROKSIPIR | 100% | 0,30 | Lit/Ha | 1 | 16 | 5 | |||
| METIL METSULFURON | 100% | 0,03 | Kg/Ha | 1 | 11 | 0 | |||
| PARAQUAT | 100% | 0,35 | Lit/Ha | 1 | 4 | 1 | |||
| Tool | RB 15 SPRAYER | 100% | 0,01 | Unit/Ha | 1 | 77 | 1 | 1 Sparayer untuk100 Ha | |
| Transport | SEMPROT UNIT | 100% | 0,33 | KM/Ha | 1 | 1 | 0 | ||
| – | |||||||||
| Upkeep interrow | Labor | 100% | 1,50 | Day task/ha | 3 | 6,5 | 29 | ||
| Material | GLIFOSAT | 100% | 0,25 | Lit/Ha | 3 | 4 | 3 | ||
| TRICLOPOR | 100% | 0,08 | Lit/Ha | 3 | 21 | 5 | garlon 1;19 | ||
| SOLAR | 100% | 0,25 | Kg/Ha | 3 | 1 | 0 | |||
| – Transport Semprot Unit | SEMPROT UNIT | 100% | 1,50 | KM/Ha | 3 | 1 | 3 | ||
| – | |||||||||
| Supervision | mandor | 100% | 0,10 | Day task/ha | 3 | 13 | 4 | ||
| Sub Total | 68 | ||||||||
| Wiping | |||||||||
| Labor | 100% | 0,20 | Day task/ha | 4 | 6,5 | 5 | |||
| Material | GLIFOSAT | 100% | 0,10 | Liter / ha | 4 | 4 | 2 | ||
| Supervision | mandor | 100% | 0,02 | Day task/ha | 3 | 13 | 1 | ||
| Sub Total | 8 | ||||||||
| Manuring | |||||||||
| Tenaga Kerja | Labor | 100% | 1,67 | Day task/ha | 7 | 6,5 | 76 | Output pupuk 400 Kg/HK, 1.67 HK/Ha | |
| Material | ZA | 100% | 255 | Kg/Ha | 2 | 0 | 184 | Dosis 3.75 Kg/Pkk | |
| MOP | 100% | 126 | Kg/Ha | 2 | 0 | 106 | Dosis 1.85 Kg/Pkk | ||
| ROCK PHOSPHATE | 100% | 272 | Kg/Ha | 1 | 0 | 54 | Dosis 2 Kg/Pkk | ||
| DOLOMITE | 100% | 272 | Kg/Ha | 1 | 0 | 46 | Dosis 2 Kg/Pkk | ||
| ZnSO4 | 0% | Kg/Ha | 1 | – | – | ||||
| KIESERITE | 100% | Kg/Ha | 1 | 0 | – | ||||
| HGFB | 100% | 14 | Kg/Ha | 1 | 1 | 15 | Dosis 0.1 Kg/Pkk | ||
| tTransport : Internal | TRANSPORT PUPUK INTERNAL | 100% | 938 | Kg/Ha | 1 | 0 | 9 | ||
| Supervision | mandor | 100% | 0,03 | Day task/ha | 7 | 13 | 3 | ||
| Sub Total | 418 | ||||||||
| Pest and deaseae | |||||||||
| census | Labor | 100% | 0,1 | Day task/ha | 12 | 6,5 | 8 | ||
| – | |||||||||
| R&D Fee | P&D ANALIYSIS FEE | 100% | 1 | Kali/Ha | 1 | 1 | 1 | ||
| – | |||||||||
| Rat poison | – | ||||||||
| Labor | 10% | 0,67 | HK/Ha | 1 | 6,5 | 0 | |||
| Material | Klerat | 10% | 2,78 | Kg/Ha | 1 | 2 | 1 | 250pc/Ha, 1 Kg= 90 pc rat bait | |
| – | |||||||||
| lain-lain | KAWAT DURI | 5% | 16,0 | Mtr/Ha | 1 | 0 | 0 | 4 Mtr/Ha, ada 4 layer | |
| Supervision | mandor | 100% | 0,03 | Day task/ha | 12 | 13 | 4,6 | ||
| Sub Total | 15 | ||||||||
| Prunning | |||||||||
| Labor | 100% | 2,27 | Day task/ha | 1,3 | 6,5 | 19 | |||
| Supervision | mandor | 100% | 0,25 | Day task/ha | 1,3 | 13 | 4 | ||
| Sub Total | 23 | ||||||||
| CENSUS | |||||||||
| Tree census | labor | 100% | 0,33 | Day task/ha | 2 | 6,5 | 4 | ||
| Production | labor | 100% | 0,20 | Day task/ha | 2 | 6,5 | 3 | ||
| Supervision | mandor | 100% | 0,03 | Day task/ha | 4 | 13 | 2 | ||
| Sub Total | 8 | ||||||||
| SUPPLYING | |||||||||
| Labor | Holing, planting | 100% | 0,20 | Day task/ha | 1 | – | |||
| Material | Seedling | BIBIT KELAPA SAWIT | 100% | 1 | Pkk/Ha | 1 | – | ||
| ROCK PHOSPATE | 100% | 0,50 | Kg/Ha | 1 | – | ||||
| AGROBLEN | 100% | 0,30 | Kg/Ha | 1 | – | ||||
| Klerat | 100% | 0,03 | Kg/Ha | 1 | – | ||||
| Transport | 100% | 1 | Pkk/Ha | 1 | – | ||||
| Supervision | mandor | 5% | 0,20 | Day task/ha | 1 | – | |||
| Sub Total | – | ||||||||
| Upkeep drain , terrace | |||||||||
| Drain 1 x 0.75 x 0.75 m | labor | 50% | 0,20 | Day task/ha | 1 | 6,5 | 1 | 20 m/ha, Output = 400m/HK | |
| Drain 2 x 1.5 x 1.5 m | EXCAVATOR | 50% | 0,32 | HM/Ha | 1 | 47 | 8 | 14.25 m/ha, Output = 45 m/HM | |
| Drain 4 x 2.5 x 2.5 m | EXCAVATOR | 50% | 0,25 | HM/Ha | 1 | 47 | 6 | 5.7 m/ha, Output = 22.5 m/HM | |
| Border 4 x 2.5 x 2.5 m | EXCAVATOR | 50% | 0,17 | HM/Ha | 1 | 47 | 4 | 3.8 m/ha, Output = 22.5 m/HM | |
| Rehab. Teracce | labor | 50% | 0,50 | Day task/ha | 1 | 6,5 | 2 | 125 m/ha, Output = 250 m/HK | |
| Rehab. Individual terrace | labor | 5% | 0,83 | Day task/ha | 1 | 6,5 | 0 | 5 tapak/ha, Output = 6 tapak/HK | |
| Supervision | mandor | 100% | 0,03 | Day task/ha | 1 | 13 | 0 | 1 HK per hari | |
| Sub Total | 20 | ||||||||
| Upkeep Road and bridges | |||||||||
| Manual | labor | 100% | 0,11 | Day task/ha | 12 | 6,5 | 8,6 | 45.15 m/ha, Output = 100 m/HK | |
| Access Road | laterit | 1,05 | M3/Ha | 1 | 8 | – | 14.25 m/ha, Sirtu ( 7m x 0.125m ) = 0.88 m3/m jalan | ||
| Main Road | laterit | 10,50 | M3/Ha | 1 | 8 | – | 10.5 m/ha, Sirtu ( 4.25m x 0.125m ) = 0.53 m3/m jalan | ||
| Collection road | laterit | 34,65 | M3/Ha | 1 | 8 | – | 34.65 m/ha, Sirtu ( 3.65m x 0.125m ) = 0.46 m3/m jalan | ||
| Access Road grading | ROAD GRADER | 100% | 0,007 | HM/Ha | 2 | 35 | 0,5 | 1.05 m.ha, Output = 146 m/HM | |
| Main Road grading | ROAD GRADER | 100% | 0,005 | HM/Ha | 2 | 35 | 0,3 | 1.05 m.ha, Output = 194 m/HM | |
| Collection road grading | ROAD GRADER | 100% | 0,139 | HM/Ha | 2 | 35 | 9,6 | 34.65 m.ha, Output = 250 m/HM | |
| Supervision | mandor | 100% | 0,03 | Day task/ha | 12 | 13 | 4,6 | 1 HK per hari | |
| Sub Total | 24 | ||||||||
| SURVEY DAN PATOK | |||||||||
| Labor | 100% | 0,2 | Day task/ha | 1 | 6,5 | 1 | |||
| Supervision | mandor | 100% | 0,10 | Day task/ha | 1 | 13 | 1 | ||
| Sub Total | 3 | ||||||||
| TOTAL COST | 586 | ||||||||