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 |
Construction of RCC Nallah at Lawngtlai-III (2208001021/FP/24625) |
On Going |
Gram Panchayat |
Flood Control and Protection |
1.0016244 |
0.0892396 |
0.4594746 |
4.1366729 |
0 |
5.69 |
0.94598 |
0 |
0.32283 |
0 |
0 |
1.26881 |
2 |
Construction of Embankment Wall at L-3 sinking area below Sawirema & Kohthanga building (2208001021/FP/GIS/25977) |
On Going |
Gram Panchayat |
Flood Control and Protection |
0.2640738 |
0.78708 |
0.00228 |
2.2841151 |
0 |
3.34 |
0.0699 |
0 |
0 |
2 |
0 |
2.0699 |
3 |
Construction of Embankment Wall below Pu Thanghmuna Residence (2208001021/FP/GIS/25979) |
On Going |
Gram Panchayat |
Flood Control and Protection |
0.2640738 |
0.78708 |
0.00228 |
2.2841151 |
0 |
3.34 |
0.0699 |
0 |
0 |
2 |
0 |
2.0699 |
4 |
Construction of RCC Nallah at Lawngtlai-III (2208001021/FP/GIS/25980) |
On Going |
Gram Panchayat |
Flood Control and Protection |
0.3201534 |
0.083207 |
0.5089452 |
4.4506533 |
0 |
5.36 |
0.01165 |
0 |
0 |
4 |
0 |
4.01165 |
5 |
Construction of Embankment Wall at Lawngtlai-III Thlanmual (2208001021/FP/GIS/25981) |
On Going |
Gram Panchayat |
Flood Control and Protection |
0.5296461 |
1.5836834 |
0.003811 |
4.4940338 |
0 |
6.61 |
0.01165 |
0 |
0 |
4 |
0 |
4.01165 |
6 |
Construction of Farm Pond in favour of Micheal Vanrammawia (2208001021/IF/GIS/21095) |
On Going |
Gram Panchayat |
Works on Individuals Land (Category IV) |
1.056888 |
0 |
0 |
0.055 |
0 |
1.11 |
1.0252 |
0 |
0 |
0 |
0 |
1.0252 |
7 |
Construction of Foothpath from Lalnunpari Residence to Biakliani Residence (2208001021/RC/GIS/25976) |
On Going |
Gram Panchayat |
Rural Connectivity |
0.1303943 |
0.0756 |
0.0155063 |
1.169437 |
0 |
1.39 |
0.0699 |
0 |
0 |
1 |
0 |
1.0699 |
|
Grand Total |
|
|
|
3.57 |
3.41 |
0.99 |
18.87 |
0 |
26.84 |
2.2 |
0 |
0.32 |
13 |
0 |
15.53 |