COST OF MATURE 2
MINERAL
Kind of work | Details | % | Norma | UNIT | Round | USD | USD per ha | Explanation | |
LUAS AREAL ( HEKTAR ) | 136,00 | ||||||||
MERUMPUT | |||||||||
– | |||||||||
Circle spraying | Labor | 100% | 0,33 | day task/ha | 4 | 6,5 | 9 | ||
Material | GLIFOSAT | 100% | 0,30 | Lit/Ha | 4 | 4 | 5 | ||
FLOROKSIPIR | 100% | 0,05 | Lit/Ha | 4 | 16 | 3 | |||
METIL METSULFURON | 100% | 0,04 | Kg/Ha | 4 | 11 | 2 | |||
PARAQUAT | 100% | 0,32 | Lit/Ha | 4 | 4 | 5 | |||
Tool | RB 15 SPRAYER | 100% | 0,01 | Unit/Ha | 1 | 77 | 1 | 1 Sparayer untuk100 Ha | |
Transport | Spraying unit | 100% | 0,33 | KM/Ha | 4 | 1 | 1 | ||
– | |||||||||
Interrow spraying | Labor | 100% | 0,33 | Day task/ha | 2 | 6,5 | 4 | ||
Material | GLIFOSAT | 100% | 0,25 | Lit/Ha | 2 | 4 | 2 | ||
FLOROKSIPIR | 100% | 0,30 | Lit/Ha | 2 | 16 | 10 | |||
METIL METSULFURON | 100% | 0,03 | Kg/Ha | 2 | 11 | 1 | |||
PARAQUAT | 100% | 0,35 | Lit/Ha | 2 | 4 | 3 | |||
Tool | RB 15 SPRAYER | 100% | 0,01 | Unit/Ha | 1 | 77 | 1 | 1 Sparayer untuk100 Ha | |
Transport | SEMPROT UNIT | 100% | 0,33 | KM/Ha | 2 | 1 | 0 | ||
– | |||||||||
Upkeep interrow | Labor | 100% | 1,50 | Day task/ha | 1 | 6,5 | 10 | ||
Material | GLIFOSAT | 100% | 0,25 | Lit/Ha | 1 | 4 | 1 | ||
TRICLOPOR | 100% | 0,05 | Lit/Ha | 1 | 21 | 1 | |||
SOLAR | 100% | 0,25 | Kg/Ha | 1 | 1 | 0 | |||
– Transport Semprot Unit | SEMPROT UNIT | 100% | 1,50 | KM/Ha | 1 | 1 | 1 | ||
– | |||||||||
Supervision | mandor | 100% | 0,05 | Day task/ha | 1 | 13 | 1 | ||
Sub Total | 59 | ||||||||
Wiping | |||||||||
Labor | 100% | 0,20 | Day task/ha | 4 | 6,5 | 5,20 | |||
Material | GLIFOSAT | 100% | 0,08 | Liter / ha | 4 | 4 | 1,28 | ||
Supervision | mandor | 100% | 0,02 | Day task/ha | 4 | 13 | 1,02 | ||
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 | 41 | Dosis 2 Kg/Pkk | ||
ZnSO4 | 0% | Kg/Ha | 1 | – | – | ||||
KIESERITE | 100% | Kg/Ha | 1 | 0 | – | ||||
HGFB | 100% | 14 | Kg/Ha | 1 | 1 | 0 | Dosis 0.1 Kg/Pkk | ||
tTransport : Internal | TRANSPORT PUPUK INTERNAL | 100% | 938 | Kg/Ha | 1 | 0 | 2 | ||
Supervision | mandor | 5% | 11,71 | Day task/ha | 7 | 13 | – | ||
Sub Total | 463 | ||||||||
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 | 5 | ||
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 | 7 | 2 | 125 m/ha, Output = 250 m/HK | |
Rehab. Individual terrace | labor | 5% | 0,83 | Day task/ha | 1 | 7 | 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 | 1.05 m.ha, Output = 146 m/HM | |
Main Road grading | ROAD GRADER | 100% | 0,005 | HM/Ha | 2 | 35 | 0 | 1.05 m.ha, Output = 194 m/HM | |
Collection road grading | ROAD GRADER | 100% | 0,139 | HM/Ha | 2 | 35 | 10 | 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 | 3 | |||
Supervision | mandor | 5% | 0,20 | Day task/ha | 1 | 13 | 0 | ||
Sub Total | 3 | ||||||||
TOTAL COST | 622 |