| 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 |
शमशान विकास कार्य नौलखा
(2721008241/AV/112908427517) |
On Going |
Gram Panchayat |
Anganwadi/Other Rural Infrastructure |
1.6229657 |
0.2161555 |
1.4535982 |
10.3819994 |
0.11706 |
13.79 |
0.22869 |
0 |
0 |
0 |
0 |
0.22869 |
| 2 |
स्कूल के सामने से हीरा लाल के मकान तक सीसी रोड कार्य गोडीयावास
(2721008241/RC/112908603342) |
On Going |
Gram Panchayat |
Rural Connectivity |
2.1490094 |
0.10105 |
0.2382836 |
9.1229272 |
0.09131 |
11.7 |
1.96356 |
0.091 |
0.154 |
0 |
0 |
2.20856 |
| 3 |
गोडीयावास गाँव से शालीयों की ढाणी की ओर सीसी रोड कार्य गोडीयावास
(2721008241/RC/112908603344) |
On Going |
Gram Panchayat |
Rural Connectivity |
1.6870221 |
0.0799 |
0.18711 |
7.3648094 |
0.07163 |
9.39 |
1.6026 |
0.091 |
0.105 |
0 |
0 |
1.7986 |
| 4 |
नौलखा चौराया से कालू बाबा की ढाणी तक सी.सी. सडक निर्माण
(2721008241/RC/112908622495) |
On Going |
Gram Panchayat |
Rural Connectivity |
2.2440655 |
0.10575 |
0.2488752 |
9.7876852 |
0.09528 |
12.48 |
1.80249 |
0.182 |
0.07 |
0 |
0 |
2.05449 |
| 5 |
धोलाभाटा ढाणी के पास नाडी निर्माण
(2721008241/WC/112908607248) |
On Going |
Gram Panchayat |
Water Conservation and Water Harvesting |
11.7608567 |
0.5593 |
0.0790574 |
2.4821185 |
0.01959 |
14.9 |
10.56605 |
0.3771 |
0 |
0 |
0 |
10.94315 |
| 6 |
स्कुल के पीछे वाली आव खुदाई कार्य
(2721008241/WC/112908607316) |
On Going |
Gram Panchayat |
Water Conservation and Water Harvesting |
13.0293402 |
0.6204 |
0 |
0.7076304 |
0.00126 |
14.36 |
12.69833 |
0.52575 |
0.0768 |
0 |
0 |
13.30088 |
| 7 |
gal mei naya nada kudai kary
(2721008241/WH/112908473454) |
On Going |
Gram Panchayat |
Renovation of traditional water bodies |
10.4454167 |
0.49585 |
0.1235273 |
2.4244007 |
0.01999 |
13.51 |
9.60685 |
0.03315 |
0.33465 |
0 |
0 |
9.97465 |
|
Grand Total |
|
|
|
42.94 |
2.18 |
2.33 |
42.27 |
0.42 |
90.13 |
38.47 |
1.3 |
0.74 |
0 |
0 |
40.51 |