Plan-Sarthi uses essential cookies to keep you signed in and to remember your workspace preferences, plus optional analytics cookies that help us improve the platform. You can reject the optional ones and still use everything. Read our Cookie Policy
| Code | Activity | Unit | Scope | Executed | Planned % | Actual % | Status | Responsible |
|---|---|---|---|---|---|---|---|---|
| L3-01 | Clearing, grubbing & utility shifting | RMT | 22,000 | 21,120 | 96% | 96% | On Track | R. Sehrawat — Civil |
| L3-02 | Earthwork in embankment | Cu.M | 12,40,000 | 11,09,800 | 93.5% | 89.5% | Delayed | R. Sehrawat — Civil |
| L3-03 | Subgrade preparation | Cu.M | 1,86,000 | 1,43,220 | 91% | 77% | Delayed | M. Chauhan — Civil |
| L3-04 | Granular sub-base (GSB) | Cu.M | 1,48,000 | 1,16,180 | 76.5% | 78.5% | On Track | M. Chauhan — Civil |
| L3-05 | Wet mix macadam base course | Cu.M | 1,21,000 | 78,650 | 74% | 65% | Delayed | S. Tomar — Pavement |
| L3-06 | DBM & bituminous concrete | MT | 2,14,000 | 1,05,930 | 71.5% | 49.5% | Critical | S. Tomar — Pavement |
| L3-07 | Culverts & minor bridges | Nos | 46 | 27 | 57% | 58% | On Track | A. Kaushik — Structures |
| L3-08 | Major bridge — 4 span VUP | Nos | 3 | 1 | 54.5% | 48.5% | Delayed | A. Kaushik — Structures |
| L3-09 | Drainage & protection works | RMT | 34,800 | 7,308 | 52% | 21% | Critical | R. Sehrawat — Civil |
| L3-10 | Road furniture, marking & signage | RMT | 22,000 | 5,830 | 37.5% | 26.5% | Delayed | P. Bisht — Execution |
| Description | Unit | Planned qty | Actual qty | Rate | Total value | Variance |
|---|---|---|---|---|---|---|
| Earthwork in embankment | Cu.M | 12,40,000 | 10,84,000 | ₹285 | ₹30.89 Cr | -12.6% |
| Granular sub-base | Cu.M | 1,48,000 | 1,21,400 | ₹1,480 | ₹17.97 Cr | -18% |
| Wet mix macadam | Cu.M | 1,21,000 | 92,600 | ₹1,860 | ₹17.22 Cr | -23.5% |
| Dense bituminous macadam | MT | 2,14,000 | 1,48,200 | ₹6,850 | ₹101.52 Cr | -30.7% |
| RCC culverts | Nos | 46 | 34 | ₹18,40,000 | ₹6.26 Cr | -26.1% |
| VUP — 4 span structure | Nos | 3 | 1 | ₹6,80,00,000 | ₹6.80 Cr | -66.7% |
| Drainage — lined drain | RMT | 34,800 | 24,600 | ₹2,450 | ₹6.03 Cr | -29.3% |
Embankment is at 87% with borrow areas secured through the season; no stretch is waiting on earthwork.
HT line shifting between chainage 11+400 and 12+900 is pending with the discom, holding GSB in that stretch.
Only 1 of 3 VUPs is complete; the remaining two control the corridor opening and the segment casting rate is below plan.
Embankment closed 4,180 Cu.M across chainage 14+000 to 16+200. DBM paving ran two trains and laid 1,240 MT. GSB in the 11+400 to 12+900 stretch remained stopped for the ninth day pending HT line shifting — logged as a client-side hindrance with cost impact. Culvert at 15+600 completed and cured.