| State :
HIMACHAL PRADESH |
District :
CHAMBA |
Block :
Tissa |
Panchayat :
KALHEL |
| S.No | Work Name (Work Code) |
Water Channel name | Location | Executing Agency | Work Status |
Estimated cost As per Tech. Dtl(In Lakhs) |
Financial Sanction Amount | ||||||
| Name | Type | Description | Villages | Khata No. | Plot No. | Present Status | End Status | Labour | Material | ||||
| 1 | C/o Creat Work at Chhanni (1302007264/FP/8000077971) (2019-2020) |
Chhanni nala | Others | Chhanni nala | Kalhel (550) | 26/24 | 276 | Gram Panchayat | Weak Embankment | Constr of Flood/ Diversion Channel for Community | 1.88 | 1.12 | 3 |
| 2 | C/o Drain Nirman at Nadhed (1302007264/FP/8000077108) (2019-2020) |
nadhed nala | Others | nadhed nala | Sothi (518) | 46 | Gram Panchayat | Weak Embankment | Constr of Flood/ Diversion Channel for Community | 1.8 | 1.2 | 3 | |
| 3 | C/o Protection Work Ward Kalhel (1302007264/FP/8000078547) (2019-2020) |
Kalhel Nala | Others | Kalhel Nala | Kalhel (550) | 13 | 89 | Gram Panchayat | Weak Embankment | Constr of Flood/ Diversion Channel for Community | 1.8 | 1.2 | 3 |
| 4 | C/o Flood Control Work Kalhel 2nd (1302007/FP/8000078292) (2019-2020) |
Nalla | Nallah | Nala | Kalhel (550) | Range officer Masroond (Tissa) | Weak Embankment | Constr of Flood/ Diversion Channel for Community | 3.18 | 1.82 | 5 | ||
| 5 | C/o Flood Control Work Sukki Nali (1302007/FP/8000078291) (2019-2020) |
Nalli | Others | Nali | Kalhel (550) | 77/76 | 127 | Range officer Masroond (Tissa) | Weak Embankment | Constr of Flood/ Diversion Channel for Community | 3.24 | 1.76 | 5 |
| 6 | C/o Flood Control Work Kalhel Ghara (1302007/FP/8000078294) (2019-2020) |
Nalla | Others | Nala | Kalhel (550) | Range officer Masroond (Tissa) | Weak Embankment | Constr of Flood/ Diversion Channel for Community | 3.16 | 1.84 | 5 | ||
| 7 | C/o Flood Control Work Dole (1302007/FP/8000078293) (2019-2020) |
Nalla | Others | Nala | Kothar (548) | Range officer Masroond (Tissa) | Weak Embankment | Constr of Flood/ Diversion Channel for Community | 3.16 | 1.84 | 5 | ||