1/100
Instream Storage Structure, Gudvella
D/S view of ISS Gudvella on 07.09.2026
2/100
Instream Storage Structure, Gudvella
U/S view of ISS Gudvella on 07.09.2026
3/100
Instream Storage Structure, Nandagaon
Curing is in progress at approach slab on 07.09.2026
4/100
Integrated Barrage across river Kochila and across river Baitarini
Baitarani ISS water Level 9.20m
5/100
Integrated Barrage across river Kochila and across river Baitarini
Baitarani ISS water Level 8.30m
6/100
Integrated Barrage across river Kochila and across river Baitarini
Baitarani ISS water Level 8.30m
7/100
Integrated Barrage across river Kochila and across river Baitarini
C.C. Block shuttering and Curing work at Baitarani ISS is in progress
8/100
Integrated Barrage across river Kochila and across river Baitarini
CC block casting work at Baitarani ISS is in progress
9/100
Integrated Barrage across river Kochila and across river Baitarini
Baitarani ISS water level is 7.60m
10/100
Integrated Barrage across river Kochila and across river Baitarini
C.C. Block casting work at Baitarani ISS is in progress.
11/100
Integrated Barrage across river Kochila and across river Baitarini
Baitarani ISS water level 10.60m
12/100
Integrated Barrage across river Kochila and across river Baitarini
ISMB placing for precast Girder Platform.
13/100
Integrated Barrage across river Kochila and across river Baitarini
Baitarani ISS water Level 7.10m
14/100
Integrated Barrage across river Kochila and across river Baitarini
Baitarani ISS water Level 7.90m
15/100
Instream Storage Structure, KansariGanda
Team (AEE, Site Engineer & team, Amin, PMC-SD expert, Sarpanch-led land losers) carried out joint re-demarcation of 19 private + 28 govt. plots over 1.5 km stretch under UDS Pur.
A . Bond width fixed at 18m, considering cultivable private land
B .Boundary pegs with red flags fixed in presence of villagers
C .Cremation ground exempted from acquisition; bond width maintained as per alignment
Demarcation done with mutual consent of stakeholders.
16/100
Instream Storage Structure, KansariGanda
Team (AEE, Site Engineer & team, Amin, PMC-SD expert, Sarpanch-led land losers) carried out joint re-demarcation of 19 private + 28 govt. plots over 1.5 km stretch under UDS Pur.
A . Bond width fixed at 18m, considering cultivable private land
B .Boundary pegs with red flags fixed in presence of villagers
C .Cremation ground exempted from acquisition; bond width maintained as per alignment
Demarcation done with mutual consent of stakeholders.
17/100
Instream Storage Structure, KansariGanda
Team (AEE, Site Engineer & team, Amin, PMC-SD expert, Sarpanch-led land losers) carried out joint re-demarcation of 19 private + 28 govt. plots over 1.5 km stretch under UDS Pur.
A . Bond width fixed at 18m, considering cultivable private land
B .Boundary pegs with red flags fixed in presence of villagers
C .Cremation ground exempted from acquisition; bond width maintained as per alignment
Demarcation done with mutual consent of stakeholders.
18/100
Instream Storage Structure, KansariGanda
Team (AEE, Site Engineer & team, Amin, PMC-SD expert, Sarpanch-led land losers) carried out joint re-demarcation of 19 private + 28 govt. plots over 1.5 km stretch under UDS Pur.
A . Bond width fixed at 18m, considering cultivable private land
B .Boundary pegs with red flags fixed in presence of villagers
C .Cremation ground exempted from acquisition; bond width maintained as per alignment
Demarcation done with mutual consent of stakeholders.
19/100
Integrated Barrage across river Kochila and across river Baitarini
Baitarani ISS water level 7.70m
20/100
Instream Storage Structure, KansariGanda
Visit of SD Expert of PMC and RI, Malada, and the Sarpanch of UDS Pur along with the Agency team. During the discussion, it was mutually decided to commence the re-demarcation work.
The Sarapancha assured that all land losers are well informed.The Agency team will arrange the required materials, including pegs, crowbars, and hammers, for marking and fixing the demarcated area. The RI Malada will oversee and coordinate the overall re-demarcation work.
21/100
Instream Storage Structure, KansariGanda
Visit of SD Expert of PMC and RI, Malada, and the Sarpanch of UDS Pur along with the Agency team. During the discussion, it was mutually decided to commence the re-demarcation work.
The Sarapancha assured that all land losers are well informed.The Agency team will arrange the required materials, including pegs, crowbars, and hammers, for marking and fixing the demarcated area. The RI Malada will oversee and coordinate the overall re-demarcation work.
22/100
Instream Storage Structure, Hamirpur
Present flow condition of river at Hamirpur site water level RL 179.980m.
23/100
Instream Storage Structure, Hamirpur
Slump testing M15A40 (Value 45 mm) of U/S (A2) Flared out wall, 14th lift at Block No-5 done in presence of Client & PSS Team.
24/100
Instream Storage Structure, Hamirpur
Concreting M15A40 of U/S (A2) Flared out wall, 14th lift at Block No-5 is under progress in presence of Client & PSS Team.
25/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 90 mm) of D/S (A2) Flank wall, 9th lift at Block No-5 done in presence of Client & PSS Team.
26/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of D/S (A2) Flank wall, 9th lift at Block No-5 is under progress in presence of Client & PSS Team.
27/100
Instream Storage Structure, Hamirpur
Testing of Compressive M35A20 (Strength is 42.44/mm2 for 28 days) of Gantry Girder No-56 and M25A20 (Strength is 31.02/mm2 for 28 days) of U/S Flank wall, 12th lift at Block No-5 has done in presence of Client & PSS team.
28/100
Instream Storage Structure, Hamirpur
Present flow condition of river at Hamirpur site water level RL 180.140m.
29/100
Instream Storage Structure, Khalpal
Curing of Girders is under progress.
30/100
Instream Storage Structure, Khalpal
Present flow condition of river at Khalpal site level RL 58.01m.
31/100
Instream Storage Structure, Gudvella
D/S side view of ISS Gudvella on 05.09.2026
32/100
Instream Storage Structure, Gudvella
U/S side view of ISS Gudvella on 05.09.2026
33/100
Instream Storage Structure, Nandagaon
Curing is in progress at approach slab on 06.09.2026
34/100
Instream Storage Structure, Nandagaon
No mechanical work today at the site due to labour issues on 05.09.2026
35/100
Instream Storage Structure, Nandagaon
Curing is in progress at office building on 05.09.2026
36/100
Instream Storage Structure, Nandagaon
Reinforcement binding & Shuttering for kerb at left side approach slab is in progress on 05.09.2026
37/100
Instream Storage Structure, Gudvella
U/S side view of ISS Gudvella on 04.09.2026
38/100
Instream Storage Structure, Gudvella
• Today Irrigation Engineer Expert visited the site. Site in-charge of the agency and site engineer, PMC are present.
Observations:-
The rubber seal installation works are yet to be completed in 2 Nos. out of the total 10 Nos. Further, the power transformer has not yet been charged/energized. It is charged from DG set.
The agency shall accord priority to completion of the balance rubber seal installation works and charging/energization of the transformer from TATA Power ,so as to facilitate commencement of the wet test at the earliest and avoid further delay in the testing on 03.09.2026
39/100
Instream Storage Structure, Gudvella
D/S side view of ISS Gudvella on 03.09.2026
40/100
Instream Storage Structure, Gudvella
U/S side view of ISS Gudvella on 03.09.2026
41/100
Instream Storage Structure, Gudvella
D/S side view of ISS Gudvella on 02.09.2026
42/100
Instream Storage Structure, Gudvella
U/S side view of ISS Gudvella on 02.09.2026
43/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade at left side approach slab is in progress in presence of PM EPC agency,Site Engineers of PMC. The slump test value is 85mm on 04.09.2026
44/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade at left side approach slab is in progress in presence of PM EPC agency,Site Engineers of PMC. The slump test value is 85mm on 04.09.2026
45/100
Instream Storage Structure, Nandagaon
Laying & placing and binding & tying of bottom main & distribution bars of left side approach slab is in progress on 04.09.2026
46/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade of 8nos. post at right side approach slab is in progress in presence of PM EPC agency, Site Engineers of PMC. The slump test value is 84mm on 03.09.2026
47/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade of 8nos. post at right side approach slab is in progress in presence of PM EPC agency, Site Engineers of PMC. The slump test value is 84mm on 03.09.2026
48/100
Instream Storage Structure, Nandagaon
Fixing of precast railing is in progress at right side approach slab on 03.09.2026
49/100
Instream Storage Structure, Nandagaon
Curing is in progress at office building on 03.09.2026
50/100
Instream Storage Structure, Nandagaon
Right approach M35 A20 grand concrete work of deck slab completed only left approach bridge slab balance and control room building complete up to basement slab on 02.09.2026
51/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade of kerb at right side approach slab is in progress in presence of PM EPC agency, Site Engineers of PMC. The slump test value is 83mm on 02.09.2026
52/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade of kerb at right side approach slab is in progress in presence of PM EPC agency, Site Engineers of PMC. The slump test value is 83mm on 02.09.2026
53/100
Instream Storage Structure, Nandagaon
Shuttering for kerb at right side approach slab is in progress on 02.09.2026
54/100
Instream Storage Structure, Nandagaon
Curing is in progress at office building on 02.09.2026
55/100
Instream Storage Structure, Hamirpur
Slump testing M35A20 (Value 85 mm) of Gantry Cross Girder (Bay No-26 & 27) done in presence of Client & PSS Team.
56/100
Instream Storage Structure, Hamirpur
Concreting M35A20 of Gantry Cross Girder (Bay No-26 & 27) is under progress in presence of Client & PSS Team.
57/100
Instream Storage Structure, Hamirpur
Shuttering of D/S Flank wall, 8th lift at Block No-5 is under progress.
58/100
Instream Storage Structure, Hamirpur
Present flow condition of river at Hamirpur site water level RL 180.520m.
59/100
Instream Storage Structure, Hamirpur
Slump testing M35A20 (Value 85 mm) of Slab railing beam at Block No-4 done in presence of Client & PSS Team.
60/100
Instream Storage Structure, Hamirpur
Concreting M35A20 of Slab railing beam at Block No-4 is under progress in presence of Client & PSS Team.
61/100
Instream Storage Structure, Hamirpur
Slump testing M35A20 (Value 90 mm) of hand railing done in presence of Client & PSS Team.
62/100
Instream Storage Structure, Hamirpur
Concreting M35A20 of hand railing is under progress in presence of Client & PSS Team.
63/100
Instream Storage Structure, Hamirpur
Shuttering & Binding of reinforcement for D/S Flank wall, 8th lift at Block No-5 is under progress.
64/100
Instream Storage Structure, Hamirpur
Present flow condition of river at Hamirpur site water level RL 180.700m.
65/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 85 mm) of Pier No-25, 15th lift done in presence of Client & PSS Team.
66/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-25, 15th lift is under progress in presence of Client & PSS Team.
67/100
Instream Storage Structure, Hamirpur
Slump testing M35A20 (Value 90 mm) of Gantry Cross Girder (Bay No-28 & 29) done in presence of Client & PSS Team.
68/100
Instream Storage Structure, Hamirpur
Concreting M35A20 of Gantry Cross Girder (Bay No-28 & 29) is under progress in presence of Client & PSS Team.
69/100
Instream Storage Structure, Hamirpur
Slump testing M35A20 (Value 80 mm) of Slab hand railing at Block No-5 done in presence of Client & PSS Team.
70/100
Instream Storage Structure, Hamirpur
Concreting M35A20 of Slab hand railing at Block No-5 is under progress in presence of Client & PSS Team.
71/100
Instream Storage Structure, Hamirpur
Concreting M35A20 of Cross Girder (Bay No-18) is under progress in presence of Client & PSS Team.
72/100
Instream Storage Structure, Hamirpur
Testing of Compressive M15A40 (Strength is 13.18/mm2 for 07 days) of Flared out wall, 13th lift has done in presence of Client & PSS team.
73/100
Instream Storage Structure, Hamirpur
Shuttering & Binding of reinforcement for D/S Flank wall, 8th lift at Block No-5 is under progress.
74/100
Instream Storage Structure, Hamirpur
Present flow condition of river at Hamirpur site water level RL 180.940m.
75/100
Instream Storage Structure, Hamirpur
Slump testing M15A40 (Value 45 mm) of U/S Flared out wall, 13th lift at Block No-5 done in presence of Client & PSS Team.
76/100
Instream Storage Structure, Hamirpur
Concreting M15A40 of U/S Flared out wall, 13th lift at Block No-5 is under progress in presence of Client & PSS Team.
77/100
Instream Storage Structure, Hamirpur
Rope drum hoist lifting arrangements bottom block rope pulley bracket work is in progress.
78/100
Instream Storage Structure, Hamirpur
Testing of Compressive M35A20 (Strength is 42.15/mm2 for 28 days) of Gantry Girder No-54 has done in presence of Client & PSS team.
79/100
Instream Storage Structure, Hamirpur
Shuttering & Binding of reinforcement for D/S Flank wall, 8th lift at Block No-5 is under progress.
80/100
Instream Storage Structure, Hamirpur
Present flow condition of river at Hamirpur site water level RL 181.760m.
81/100
Instream Storage Structure, Khalpal
Curing of Girders is under progress.
82/100
Instream Storage Structure, Khalpal
Present flow condition of river at Khalpal site level RL 59.235m.
83/100
Instream Storage Structure, Khalpal
Binding of reinforcement for Girder No-63 is under progress.
84/100
Instream Storage Structure, Khalpal
Curing of Girders is under progress.
85/100
Instream Storage Structure, Khalpal
Present flow condition of river at Khalpal site level RL 59.28m.
86/100
Instream Storage Structure, Khalpal
Curing of Girders is under progress.
87/100
Instream Storage Structure, Khalpal
Present flow condition of river at Khalpal site level RL 59.26m.
88/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Present status of river Samakoi at Santeibhanja site.
89/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Present status of river Samakoi at Telkoi site.
90/100
UGPL, Left Lower Suktel Canal Division
Visit of SDO & JE of DoWR along with PMC team at Pump House.
91/100
Instream Storage Structure, Kopsinga
* Flow direction is straight flow is seen at RL- 217.000 against crest level RL- 215.00
* Water is flowing 2 m above the crest level .(D/S)
92/100
Instream Storage Structure, Kopsinga
ISS Kopsingha - Cross-beam Installation work is in progress at Span no - 24
93/100
Instream Storage Structure, Kopsinga
ISS Kopsingha - Chequered plate fixing work is in progress of Hoist-bridge at Span no - 24
94/100
Instream Storage Structure, Kopsinga
ISS Kopsingha - Chequered plate cutting work is in progress for Hoist-bridge as per drawing
95/100
Instream Storage Structure, Kopsinga
ISS Kopsingha - Bottom block fixing work is in progress of Barrage gates at Span no - 16
96/100
Instream Storage Structure, Kopsinga
* Flow direction is straight flow is seen at RL- 217.000 against crest level RL- 215.00
* Water is flowing 2 m above the crest level .(D/S)
97/100
Instream Storage Structure, Kopsinga
ISS Kopsingha - CDU Installation work is in progress of Hoist-bridge at Span no - 21
98/100
Instream Storage Structure, Kopsinga
Control Building Roof slab reinforcement work is under progress
99/100
Instream Storage Structure, Kopsinga
* Flow direction is straight flow is seen at RL- 217.000 against crest level RL- 215.00
* Water is flowing 2 m above the crest level .(D/S)
100/100
Instream Storage Structure, Kopsinga
ISS Kopsingha - Shaft fixing work is in progress 'CDU to 'RDU' at Span no - 24
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