1/100
Instream Storage Structure, Khalpal
Shuttering of Girder No-62 is under progress.
2/100
Instream Storage Structure, Khalpal
Present flow condition of river at Khalpal site level RL 58.62m.
3/100
Instream Storage Structure, Hamirpur
Testing of Compressive M35A20 (Strength is 41.78/mm2 for 28 days) of Gantry Girder No-53 has done in presence of Client & PSS team.
4/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for D/S Flank wall, 8th lift at Block No-5 is under progress.
5/100
Instream Storage Structure, Hamirpur
Present flow condition of river at Hamirpur site water level RL 180.410m.
6/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Present status of river Samakoi at Telkoi site.
7/100
Instream Storage Structure, Gudvella
D/s side view of ISS Gudvella on 28.08.2026
8/100
Instream Storage Structure, Gudvella
U/s side view of ISS Gudvella on 28.08.2026
9/100
Instream Storage Structure, Gudvella
D/s side view of ISS Gudvella on 27.08.2026
10/100
Instream Storage Structure, KansariGanda
.
11/100
Instream Storage Structure, KansariGanda
Visit of SD Expert, Amin and the Agency team proceeded to the field for demarcation. After verifying the ROR and relevant maps, the temple land required for the O&M Building and approach road was demarcated. Pegs with flags have been fixed along the demarcated area, enabling the temple Pujari to clearly identify and monitor the demarcated land as and when required.
12/100
Instream Storage Structure, KansariGanda
26.08.26
Water level- RL 2.60 mtr.
13/100
Instream Storage Structure, KansariGanda
25.08.26
water level- 3.00
14/100
Instream Storage Structure, Gudvella
U/s side view of ISS Gudvella on 27.08.2026
15/100
Instream Storage Structure, KansariGanda
23.08.26
Water level-2.40
16/100
Instream Storage Structure, KansariGanda
Today (22.08.26) the meeting at Sidheshwar temple is conducted. The Pujari team of the temple decided to have a consultation meeting with the managing committee of the temple. Secondly, it is decided that exact proposed area to be shown to the pujari committee within this week.
17/100
Instream Storage Structure, Gudvella
• Visited Irrigation Expert to ISS Gudvella site today . During visit site engineer of PMC n agency representative were present.
1. He checked the overall site condition and instructed to agency personal to rectify the rubber seal of all gates and rectify the 3 stoplog bay and fix the stoplog.
2. He also instructed that the electrical transformer be energized at the earliest for testing of all gates on 26.08.2026
18/100
Instream Storage Structure, KansariGanda
Visit of SD expert and Amin to the ISS Site. The two plots of Gramya Jungal (1054 and 1171 of khata 480) are identified and marked.
19/100
Instream Storage Structure, KansariGanda
Visit of SD expert and Amin to the ISS Site. The two plots of Gramya Jungal (1054 and 1171 of khata 480) are identified and marked.
20/100
Instream Storage Structure, Gudvella
D/s side view of ISS Gudvella on 26.08.2026
21/100
Instream Storage Structure, Gudvella
U/s side view of ISS Gudvella on 26.08.2026
22/100
Instream Storage Structure, Gudvella
D/s side view of ISS Gudvella on 25.08.2026
23/100
Instream Storage Structure, Gudvella
U/s side view of ISS Gudvella on 25.08.2026
24/100
Instream Storage Structure, Nandagaon
Curing is in progress at office building on 28.08.2026
25/100
Instream Storage Structure, Nandagaon
Curing is in progress at office building on 27.08.2026
26/100
Instream Storage Structure, Nandagaon
Curing is in progress at office building on 26.08.2026
27/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M15A40 grade for basement flooring of office building is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 84mm on 25.08.2026
28/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M15A40 grade for basement flooring of office building is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 84mm on 25.08.2026
29/100
Instream Storage Structure, Near Village Basantpur across River Daya
Current flood situation at ISS Daya site.
30/100
Instream Storage Structure, Hamirpur
Present flow condition of river at Hamirpur site water level RL 181.410m.
31/100
Instream Storage Structure, Hamirpur
Testing of Compressive M35A20 (Strength is 42.30/mm2 for 28 days) of Gantry Girder No-52 and M25A20 (Strength is 31.01/mm2 for 28 days) of D/S Flank wall, 5th lift has done in presence of Client & PSS team.
32/100
Instream Storage Structure, Hamirpur
Present flow condition of river at Hamirpur site water level RL 180.820m.
33/100
Instream Storage Structure, Khalpal
Curing of Girders is under progress.
34/100
Instream Storage Structure, Khalpal
Present flow condition of river at Khalpal site water level RL 59.10m.
35/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Present status of river Samakoi at Telkoi site.
36/100
Instream Storage Structure, Gochara
Staff quarter ground floor in side plastering work is going on...
37/100
Instream Storage Structure, Gochara
Top Guide stiffener welding work is in progress.
38/100
Instream Storage Structure, Gochara
View showing flow of river from U/S of river .
39/100
Instream Storage Structure, Gochara
View showing flow of river from D/S of river .
40/100
Instream Storage Structure across river Sapei near village Kinjirma
Wall beam reinforcement work of control room and staff quarter is in progress .
41/100
Instream Storage Structure across river Sapei near village Kinjirma
Flow direction is straight flow is seen at RL- 207.00 against crest level RL- 206.25 .
. Water is flowing 0.75m above the crest level .(D/S)
42/100
Instream Storage Structure across river Sapei near village Kinjirma
Wall beam reinforcement of control room and staff quarter is in progress
43/100
Instream Storage Structure, Dhanei
On 29.08.2026, the Deputy Team Leader and SD Expert (PMC, Brahmapur) inspected the ISS Sanabaragam site. Two barrage gates and one under-sluice gate, along with their hoist bridges have been painted with premier protective coating and are ready for installation. The rope drums with gear boxes are kept ready. The O&M Building is fully constructed, though the peripheral boundary wall remains incomplete and should be prioritized. Due to the on-going rainy season, field activities are largely suspended and continuous rainfall has caused ditches, depressions, and localized erosion across the site. The Site Supervisor was instructed to carry out immediate earth filling and levelling to restore site formation and ensure safe access. Overall progress was reviewed, and necessary instructions were issued to site personnel for timely rectification and completion of the balance works.
44/100
Instream Storage Structure, Dhanei
On 29.08.2026, the Deputy Team Leader and SD Expert (PMC, Brahmapur) inspected the ISS Sanabaragam site. Two barrage gates and one under-sluice gate, along with their hoist bridges have been painted with premier protective coating and are ready for installation. The rope drums with gear boxes are kept ready. The O&M Building is fully constructed, though the peripheral boundary wall remains incomplete and should be prioritized. Due to the on-going rainy season, field activities are largely suspended and continuous rainfall has caused ditches, depressions, and localized erosion across the site. The Site Supervisor was instructed to carry out immediate earth filling and levelling to restore site formation and ensure safe access. Overall progress was reviewed, and necessary instructions were issued to site personnel for timely rectification and completion of the balance works.
45/100
Instream Storage Structure, Dhanei
On 29.08.2026, the Deputy Team Leader and SD Expert (PMC, Brahmapur) inspected the ISS Sanabaragam site. Two barrage gates and one under-sluice gate, along with their hoist bridges have been painted with premier protective coating and are ready for installation. The rope drums with gear boxes are kept ready. The O&M Building is fully constructed, though the peripheral boundary wall remains incomplete and should be prioritized. Due to the on-going rainy season, field activities are largely suspended and continuous rainfall has caused ditches, depressions, and localized erosion across the site. The Site Supervisor was instructed to carry out immediate earth filling and levelling to restore site formation and ensure safe access. Overall progress was reviewed, and necessary instructions were issued to site personnel for timely rectification and completion of the balance works.
46/100
Instream Storage Structure, Dhanei
On 29.08.2026, the Deputy Team Leader and SD Expert (PMC, Brahmapur) inspected the ISS Sanabaragam site. Two barrage gates and one under-sluice gate, along with their hoist bridges have been painted with premier protective coating and are ready for installation. The rope drums with gear boxes are kept ready. The O&M Building is fully constructed, though the peripheral boundary wall remains incomplete and should be prioritized. Due to the on-going rainy season, field activities are largely suspended and continuous rainfall has caused ditches, depressions, and localized erosion across the site. The Site Supervisor was instructed to carry out immediate earth filling and levelling to restore site formation and ensure safe access. Overall progress was reviewed, and necessary instructions were issued to site personnel for timely rectification and completion of the balance works.
47/100
Instream Storage Structure, Dhanei
On 29.08.2026, the Deputy Team Leader and SD Expert (PMC, Brahmapur) inspected the ISS Sanabaragam site. Two barrage gates and one under-sluice gate, along with their hoist bridges have been painted with premier protective coating and are ready for installation. The rope drums with gear boxes are kept ready. The O&M Building is fully constructed, though the peripheral boundary wall remains incomplete and should be prioritized. Due to the on-going rainy season, field activities are largely suspended and continuous rainfall has caused ditches, depressions, and localized erosion across the site. The Site Supervisor was instructed to carry out immediate earth filling and levelling to restore site formation and ensure safe access. Overall progress was reviewed, and necessary instructions were issued to site personnel for timely rectification and completion of the balance works.
48/100
Instream Storage Structure, Dhanei
On 29.08.2026, the Deputy Team Leader and SD Expert (PMC, Brahmapur) inspected the ISS Sanabaragam site. Two barrage gates and one under-sluice gate, along with their hoist bridges have been painted with premier protective coating and are ready for installation. The rope drums with gear boxes are kept ready. The O&M Building is fully constructed, though the peripheral boundary wall remains incomplete and should be prioritized. Due to the on-going rainy season, field activities are largely suspended and continuous rainfall has caused ditches, depressions, and localized erosion across the site. The Site Supervisor was instructed to carry out immediate earth filling and levelling to restore site formation and ensure safe access. Overall progress was reviewed, and necessary instructions were issued to site personnel for timely rectification and completion of the balance works.
49/100
Instream Storage Structure, Dhanei
On 29.08.2026, the Deputy Team Leader and SD Expert (PMC, Brahmapur) inspected the ISS Sanabaragam site. Two barrage gates and one under-sluice gate, along with their hoist bridges have been painted with premier protective coating and are ready for installation. The rope drums with gear boxes are kept ready. The O&M Building is fully constructed, though the peripheral boundary wall remains incomplete and should be prioritized. Due to the on-going rainy season, field activities are largely suspended and continuous rainfall has caused ditches, depressions, and localized erosion across the site. The Site Supervisor was instructed to carry out immediate earth filling and levelling to restore site formation and ensure safe access. Overall progress was reviewed, and necessary instructions were issued to site personnel for timely rectification and completion of the balance works.
50/100
Instream Storage Structure, Kudabega
Ds water level 207.050m
51/100
Instream Storage Structure, Kudabega
Us water level 207.840m
52/100
Instream Storage Structure, Kudabega
Ds water level 207.090m ds
53/100
Instream Storage Structure, Kudabega
Water level (207.790m(us)
54/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Present status of river Samakoi at Santeibhanja site.
55/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Present status of river Samakoi at Telkoi site.
56/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Concreting M25A20 of Office building footing foundation is under progress in presence of Client & PSS Team.
57/100
UGPL, Left Lower Suktel Canal Division
Visit of SDO of DoWR, CM expert & Electro mechanical exert of PSS along with the PMC team and discussed with MEIL personnel about the progress and pending work of Pump House.
58/100
UGPL, Left Lower Suktel Canal Division
Outside stone pithing work is in progress at Pump House.
59/100
UGPL, Left Lower Suktel Canal Division
Outside stone pithing work is in progress at Pump House.
60/100
UGPL, Left Lower Suktel Canal Division
Outside stone pithing work is in progress at Pump House.
61/100
Instream Storage Structure Across Bheden near village Saida
View showing flow of river from U/S of river . Flow direction is straight & flow can seen at RL-215.700 mtr against design crest level RL- 215.000 mtr .i.e 0.7 mtr flood lift .
62/100
Instream Storage Structure Across Bheden near village Saida
View showing flow of river from D/S of river . Flow direction is straight & flow can seen at RL-215.700 mtr against design crest level RL- 215.000 mtr .i.e 0.7 mtr flood lift .
63/100
Instream Storage Structure Across Bheden near village Saida
View showing flow of river from U/S of river . Flow direction is straight & flow can seen at RL-216.300 mtr against design crest level RL- 215.000 mtr .i.e 1.300mtr flood lift .
64/100
Instream Storage Structure Across Bheden near village Saida
View showing flow of river from D/S of river . Flow direction is straight & flow can seen at RL-216.300 mtr against design crest level RL- 215.000 mtr .i.e 1.300mtr flood lift .
65/100
Instream Storage Structure Across Bheden near village Saida
View showing flow of river from U/S of river . Flow direction is straight & flow can seen at RL-216.300 mtr against design crest level RL- 215.000 mtr .i.e 1.3 mtr flood lift .
66/100
Instream Storage Structure Across Bheden near village Saida
View showing flow of river from D/S of river . Flow direction is straight & flow can seen at RL-216.300 mtr against design crest level RL- 215.000 mtr .i.e 1.3 mtr flood lift .
67/100
Instream Storage Structure across river Sapei near village Kinjirma
D/S ( R. H. S )* Flow direction is straight flow is seen at RL-207.550 against crest level RL-206.250 . * ?Water is flowing 1.3m above the crest level .
68/100
Instream Storage Structure across river Sapei near village Kinjirma
Flow direction is straight flow is seen at RL- 208.25 against crest level RL- 206.25 .
.Water is flowing 2m above the crest level . (D/S)
69/100
Instream Storage Structure across river Sapei near village Kinjirma
D/S ( R. H. S )* Flow direction is straight flow is seen at RL-207.550 against crest level RL-206.250 . * ?Water is flowing 1.3m above the crest level .
70/100
Instream Storage Structure, Kopsinga
Double storied building Slab Reinforcement work under progress
71/100
Instream Storage Structure, Kopsinga
Double storied building first floor Roof beam shuttering work under progress
72/100
Instream Storage Structure, Kopsinga
* Flow direction is straight flow is seen at RL- 216.850 against crest level RL- 215.00
* Water is flowing 1.850m above the crest level .(D/S)
73/100
Instream Storage Structure, Kopsinga
* Flow direction is straight flow is seen at RL- 217.00 against crest level RL- 215.00
* Water is flowing 2.0m above the crest level .(D/S)
74/100
Instream Storage Structure, Kopsinga
* Flow direction is straight flow is seen at RL- 217.300 against crest level RL- 215.00
* Water is flowing 2.3m above the crest level .(D/S)
75/100
Instream Storage Structure, Kopsinga
ISS Kopsingha - Brackets fixing work is in progress of Under-sluice gates
76/100
Instream Storage Structure, Kopsinga
ISS Kopsingha - Chequered plate cutting work is in progress for Hoist-bridge
77/100
Instream Storage Structure, Khirasasan
Mechanical work stop due to rain
78/100
Instream Storage Structure, Khirasasan
View showing flow of river from u/s to d/s of river.
79/100
Instream Storage Structure, Khirasasan
Flow direction is straight flow is seen at RL- 211.700 against crest level RL- 210.900. Water is flowing 0.8 m above the crest level
80/100
Instream Storage Structure, Khirasasan
No Mechanical work activity at site
81/100
Instream Storage Structure, Khirasasan
Flow direction is straight flow is seen at RL- 212.200 against crest level RL- 210.900. Water is flowing 1.3m above the crest level
82/100
Instream Storage Structure, Khirasasan
View showing flow of river from u/s to d/s of river.
83/100
Instream Storage Structure, Khirasasan
Flow direction is straight flow is seen at RL- 212.700 against crest level RL- 210.900. Water is flowing 1.8 m above the crest level
84/100
Instream Storage Structure, Khirasasan
View showing flow of river from u/s to d/s of river.
85/100
Instream Storage Structure, Budharaja
The flow level is 208.750 m against the design RL: 206.700, i.e., a 2.05 m flood lift.
86/100
Instream Storage Structure, Budharaja
The flow level is 209.450 m against the design RL: 206.700, i.e., a 2.75 m flood lift.
87/100
Instream Storage Structure, Budharaja
The flow level is 210.250 m against the design RL: 206.700, i.e., a 3.45 m flood lift.
88/100
Instream Storage Structure, Gochara
Staff quarter ground floor in side plastering work is going on..
89/100
Instream Storage Structure, Gochara
View showing flow of river from U/S to D/S (From U/S of river) .
90/100
Instream Storage Structure, Gochara
Top Guide fixing work is in progress.
91/100
Instream Storage Structure, Gochara
View showing flow of river from D/S of river . Flow direction is straight & flow can seen at RL-227.000 mtr against design crest level RL- 225.500 mtr .i.e 1.5 mtr flood lift .
92/100
Instream Storage Structure, Gochara
Staff quarter ground floor in side plastering work is going on...
93/100
Instream Storage Structure, Gochara
View showing flow of river from U/S to D/S (From U/S of river) .
94/100
Instream Storage Structure, Gochara
View showing flow of river from D/S of river . Flow direction is straight & flow can seen at RL-227.200 mtr against design crest level RL- 225.500 mtr .i.e 1.7 mtr flood lift .
95/100
Instream Storage Structure, Gochara
Staff quarter ground floor in side plastering work is going on...
96/100
Instream Storage Structure, Gochara
View showing flow of river from U/S to D/S (From U/S of river) .
97/100
Instream Storage Structure, Gochara
View showing flow of river from D/S of river . Flow direction is straight & flow can seen at RL-227.000 mtr against design crest level RL- 225.500 mtr .i.e 1.5 mtr flood lift .
98/100
Instream Storage Structure, Kudabega
ISS Kudabaga - Top-guide fixing work is in progress
99/100
Instream Storage Structure, Kudabega
D/S water level 207.150m
100/100
Instream Storage Structure, Kudabega
U/S water level 207.89Om against crest level 206.00m
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