| S No. |
Work Name(Work Code) |
Work Status |
Agency Category |
Work Category |
Estimated Cost(in lakhs) |
Expenditure On: |
| Labour |
Material |
Contingency |
Total |
Labour |
Material |
Contingency |
Total |
| Unskilled |
Semi-Skilled |
Skilled |
Unskilled |
Semi-Skilled |
Skilled |
| 1 |
Constn of RCC Culvert on approach to PD Quarter including Constn of sidedrain
(2203005020/FP/GIS/33412) |
On Going |
Gram Panchayat |
Flood Control and Protection |
0.7409091 |
0.8928608 |
0.2970862 |
3.9596126 |
0 |
5.89 |
0.03486 |
0 |
1.1899 |
3.95961 |
0 |
5.18437 |
| 2 |
Construction of side-drain between Hnaichai residence and S.Beitia Residence
(2203005020/FP/GIS/39057) |
On Going |
Gram Panchayat |
Flood Control and Protection |
0.1348133 |
0.0327628 |
0.12969 |
2.0279173 |
0 |
2.33 |
0.00498 |
0 |
0 |
2 |
0 |
2.00498 |
| 3 |
Construction of Side Drain near Pu Chhumirha’s house at Siahatla II
(2203005020/FP/GIS/49192) |
On Going |
Gram Panchayat |
Flood Control and Protection |
0.1148511 |
0.0435105 |
0.117225 |
1.5136963 |
0 |
1.79 |
0.00249 |
0 |
0.03631 |
1.51369 |
0 |
1.55249 |
| 4 |
Construction of RCC side drain including fencing near PD Quarters
(2203005020/FP/GIS/49611) |
On Going |
Gram Panchayat |
Flood Control and Protection |
1.130141 |
1.2263711 |
1.1244478 |
5.7027048 |
0 |
9.18 |
0.00249 |
0 |
2.29728 |
5.7027 |
0 |
8.00247 |
| 5 |
Constn of Farm Pond for Mikel Beipawsa
(2203005020/IF/GIS/43504) |
On Going |
Gram Panchayat |
Works on Individuals Land (Category IV) |
4.4200102 |
0 |
0 |
0.04 |
0 |
4.46 |
4.26288 |
0 |
0 |
0 |
0 |
4.26288 |
| 6 |
Land levelling of Panchayat Hall Lawn
(2203005020/LD/GIS/32023) |
On Going |
Gram Panchayat |
Land Development |
10.8087095 |
0 |
0 |
0.04 |
0 |
10.85 |
10.458 |
0 |
0 |
0 |
0 |
10.458 |
| 7 |
Widening of road from Siaha Bazar to Police Station Junction
(2203005020/RC/GIS/32422) |
On Going |
Gram Panchayat |
Rural Connectivity |
14.957684 |
0 |
0 |
0.04 |
0 |
15 |
14.43204 |
0 |
0 |
0 |
0 |
14.43204 |
|
Grand Total |
|
|
|
32.31 |
2.2 |
1.67 |
13.32 |
0 |
49.5 |
29.2 |
0 |
3.52 |
13.18 |
0 |
45.9 |