| 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 |
Const of AWC at Nahada-II
(2412001/AV/10498051) |
On Going |
Panchayat Samiti/PS/Block |
Anganwadi/Other Rural Infrastructure |
0.7530543 |
0.9225196 |
0 |
3.2544219 |
0.07 |
5 |
0.73704 |
0 |
0 |
0 |
0 |
0.73704 |
| 2 |
Renov of storm water drain from Ambapua Baragaachha to Nahada thakurani mandira
(2412001/WC/10587259) |
On Going |
Panchayat Samiti/PS/Block |
Water Conservation and Water Harvesting |
3.6321472 |
0.0382624 |
0 |
1.1833911 |
0.14618 |
5 |
0.26196 |
0 |
0 |
0 |
0 |
0.26196 |
| 3 |
Renov of drain from RD road culvert to Dhobanala
(2412001/WC/10587263) |
On Going |
Panchayat Samiti/PS/Block |
Water Conservation and Water Harvesting |
3.6321472 |
0.0382624 |
0 |
0.9833911 |
0.34618 |
5 |
2.728 |
0 |
0 |
0 |
0 |
2.728 |
| 4 |
RENO OF FERIFERIA BANDHA NAHADA BANGARDAGP
(2412001/WH/10396552) |
On Going |
Panchayat Samiti/PS/Block |
Renovation of traditional water bodies |
3.727602 |
0.2332114 |
0 |
0.9182587 |
0.12093 |
5 |
3.70031 |
0 |
0 |
0.88911 |
0 |
4.58942 |
| 5 |
DIGGING OF NEW TANK NEAR KALIMANDIRA PADIA KHUKUNDIA BANGARADAGP
(2412001/WC/10568392) |
On Going |
Panchayat Samiti/PS/Block |
Water Conservation and Water Harvesting |
7.338977 |
0.0939114 |
0 |
2.4670753 |
0.1 |
10 |
0.90132 |
0 |
0 |
0 |
0 |
0.90132 |
| 6 |
CONST OF ROAD FROM PANCHAYATBANDHA ROAD TO BARKODIA ROAD KHUKUNDIA BANGARADAGP
(2412001006/RC/10548448) |
On Going |
Gram Panchayat |
Rural Connectivity |
5.841028 |
0 |
0 |
2.1438794 |
0.01506 |
8 |
5.79642 |
0 |
0 |
0 |
0 |
5.79642 |
| 7 |
DIGGING OF NEW TANK NEAR GOGEINALLAPADIA AT KHUKUNDIA BANGARADAGP
(2412001006/WH/10502563) |
On Going |
Gram Panchayat |
Renovation of traditional water bodies |
7.338977 |
0.0939114 |
0 |
2.4670753 |
0.1 |
10 |
2.27328 |
0 |
0 |
0 |
0 |
2.27328 |
|
Grand Total |
|
|
|
32.26 |
1.42 |
0 |
13.42 |
0.9 |
48 |
16.4 |
0 |
0 |
0.89 |
0 |
17.29 |