| 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 |
hume pipe culvert 2
(1733004048/AV/22012034552313) |
On Going |
GP-RD Deptt |
Anganwadi/Other Rural Infrastructure |
0.685519 |
0.1256942 |
0.0190102 |
4.5066365 |
0 |
5.34 |
0.25753 |
0 |
0 |
0.667 |
0 |
0.92453 |
| 2 |
VRAKSHA ROPAN SAMUDAYAK PARISAR & COMUNITY PARISAR GRAM -JAMKHAR
(1733004048/DP/22012034522374) |
On Going |
GP-RD Deptt |
Drought Proofing |
2.0201543 |
0.0028489 |
0.0007607 |
1.8847522 |
0 |
3.91 |
0.37641 |
0 |
0 |
0.042 |
0 |
0.41841 |
| 3 |
Construction of IAY House -IAY REG. NO. MP1811868
(1733004048/IF/IAY/1016867) |
On Going |
GP-RD Deptt |
Works on Individuals Land (Category IV) |
0.171 |
0 |
0 |
0 |
0 |
0.17 |
0 |
0 |
0 |
0 |
0 |
0 |
| 4 |
खेत सडक ग्रेवल मार्ग निर्माण एन एच 12 से जमखार टोला तक मार्ग निर्माण
(1733004048/RC/22012034322578) |
Suspended |
GP-RD Deptt |
Rural Connectivity |
4.74 |
0 |
0 |
10.26 |
0 |
15 |
0 |
0 |
0 |
0 |
0 |
0 |
| 5 |
CC ROAD NIRMAN, GUDRAI
(1733004048/RC/22012034369747) |
Suspended |
GP-RD Deptt |
Rural Connectivity |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
| 6 |
TALAB JIRNODDHAR, GUDRAI
(1733004048/WC/22012034391267) |
On Going |
GP-RD Deptt |
Water Conservation and Water Harvesting |
3.36 |
0 |
0 |
2.24 |
0 |
5.6 |
2.9976 |
0 |
0 |
1.37928 |
0 |
4.37688 |
| 7 |
check dam nirmaan
(1733004048/WC/22012034596215) |
On Going |
GP-RD Deptt |
Water Conservation and Water Harvesting |
1.6863696 |
0.2878736 |
0.0625885 |
10.7271428 |
0 |
12.76 |
0.09264 |
0 |
0 |
0 |
0 |
0.09264 |
| 8 |
CTR-CHECKDAM NIRMAAN
(1733004048/WC/22012034833756) |
On Going |
GP-RD Deptt |
Water Conservation and Water Harvesting |
1.9206348 |
0.2682234 |
0.0715685 |
11.1915536 |
0 |
13.45 |
0.02801 |
0 |
0 |
0 |
0 |
0.02801 |
|
Grand Total |
|
|
|
14.58 |
0.68 |
0.15 |
40.81 |
0 |
56.23 |
3.75 |
0 |
0 |
2.09 |
0 |
5.84 |