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 |
नाली निर्माण कार्य भुलानी साहू के घर पास से नाला की ओर ग्राम उजनेही ग्राम पंचायत उजनेही (1712003053/AV/22012034642749) |
On Going |
GP-RD Deptt |
Anganwadi/Other Rural Infrastructure |
0.21 |
0 |
0 |
0 |
0 |
0.21 |
0.20332 |
0 |
0 |
0 |
0 |
0.20332 |
2 |
Percolation Tank-Jeevan lal Lodhi ke khet ke pas GP Ujnehi (1712003053/WC/22012035156753) |
On Going |
GP-RD Deptt |
Water Conservation and Water Harvesting |
2.8419805 |
0.0031816 |
0.0009321 |
0.5040377 |
0 |
3.35 |
0 |
0 |
0 |
0 |
0 |
0 |
3 |
KHET TALAB NIRMAN SHITAL PRASAD KE KHET ME GP UJNEHI (1712003053/WC/22012035064120) |
On Going |
GP-RD Deptt |
Water Conservation and Water Harvesting |
2.9516951 |
0 |
0 |
0.537223 |
0 |
3.49 |
1.49136 |
0 |
0 |
0 |
0 |
1.49136 |
4 |
KHET TALAB NIRMAN GALLU URF MIRDAN LODHI GP UJNEHI (1712003053/WC/22012035064124) |
On Going |
GP-RD Deptt |
Water Conservation and Water Harvesting |
2.956226 |
0 |
0 |
0.5378663 |
0 |
3.49 |
2.91393 |
0 |
0 |
0 |
0 |
2.91393 |
5 |
Percolation Tank-Anandilal Lodhi ke khet ke pas GP Ujnehi (1712003053/WC/22012035156748) |
On Going |
GP-RD Deptt |
Water Conservation and Water Harvesting |
3.6321698 |
0.0031816 |
0.0009321 |
0.6366362 |
0 |
4.27 |
0 |
0 |
0 |
0 |
0 |
0 |
6 |
PERCOLETION TAINK NIRMAN KARYA RAJARAM LODHI KE KHET PASS GP UJNEHI VILEGE BADOHRA (1712003053/WC/22012035049944) |
On Going |
GP-RD Deptt |
Water Conservation and Water Harvesting |
3.6613102 |
0 |
0 |
0.6570072 |
0 |
4.32 |
3.12563 |
0 |
0 |
0 |
0 |
3.12563 |
7 |
आंगनवाड़ी भवन निर्माण ग्राम उजनेही ग्राम पंचायत उजनेही (1712003053/AV/22012034642170) |
On Going |
GP-RD Deptt |
Anganwadi/Other Rural Infrastructure |
0.99 |
0.71 |
0 |
0 |
0 |
1.7 |
0.4118 |
0 |
0 |
0 |
0 |
0.4118 |
|
Grand Total |
|
|
|
17.24 |
0.72 |
0 |
2.87 |
0 |
20.83 |
8.15 |
0 |
0 |
0 |
0 |
8.15 |