1/100
Instream Storage Structure, Gudvella
D/S view of ISS Gudvella on 08.09.2026
2/100
Instream Storage Structure, Gudvella
U/S view of ISS Gudvella on 08.09.2026
3/100
Instream Storage Structure, Khalpal
Curing of Girders is under progress.
4/100
Instream Storage Structure, Khalpal
Present flow condition of river at Khalpal site level RL 56.747m.
5/100
Instream Storage Structure, Khalpal
Testing of Compressive M35A20 (Strength is 41.64/mm2 for 28 days) of Girder No-57 has done in presence of Client & PSS team.
6/100
Instream Storage Structure, Khalpal
Curing of Girders is under progress.
7/100
Instream Storage Structure, Khalpal
Present flow condition of river at Khalpal site level RL 56.73m.
8/100
Instream Storage Structure, Nandagaon
Curing is in progress at approach slab on 08.09.2026
9/100
Instream Storage Structure, Hamirpur
Testing of Compressive M35A20 (Strength is 42.07/mm2 for 28 days) of Gantry Girder No-58 and M35A20 (Strength is 42.44/mm2 for 28 days) of Fish pass slab at Block No-5 and M15A40 (Strength is 13.33/mm2 for 07 days) of U/S Flared out wall, 13th lift at Block No-5 has done in presence of Client & PSS team.
10/100
Instream Storage Structure, Hamirpur
Rope drum hoist lifting arrangements bottom block rope pulley bracket welding work is in progress.
11/100
Instream Storage Structure, Hamirpur
Mud cleaning from Watchman Quater footing Area is under progress.
12/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for D/S Flank wall, 10th lift at Block No-5 is under progress.
13/100
Instream Storage Structure, Hamirpur
Present flow condition of river at Hamirpur site water level RL 179.650m.
14/100
Instream Storage Structure, Hamirpur
Testing of Compressive M35A20 (Strength is 42.30/mm2 for 28 days) of Gantry Girder No-57 has done in presence of Client & PSS team.
15/100
Instream Storage Structure, Hamirpur
MS plate marking and cutting for single pier column guide line stiffener work is in progress.
16/100
Instream Storage Structure, Hamirpur
Single pier column guide line fixing work is in progress.
17/100
Instream Storage Structure, Hamirpur
Rope drum hoist lifting arrangements bottom block rope pulley bracket work is in progress.
18/100
Instream Storage Structure, Hamirpur
Dewatering from Watchman Quater footing Area is under progress.
19/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for D/S Flank wall, 10th lift at Block No-5 is under progress.
20/100
Instream Storage Structure, Hamirpur
Present flow condition of river at Hamirpur site water level RL 179.780m.
21/100
Instream Storage Structure, Hamirpur
Present flow condition of river at Hamirpur site water level RL 179.980m.
22/100
Instream Storage Structure, Gudvella
D/S view of ISS Gudvella on 07.09.2026
23/100
Instream Storage Structure, Gudvella
U/S view of ISS Gudvella on 07.09.2026
24/100
Instream Storage Structure, Nandagaon
Curing is in progress at approach slab on 07.09.2026
25/100
Integrated Barrage across river Kochila and across river Baitarini
Baitarani ISS water Level 9.20m
26/100
Integrated Barrage across river Kochila and across river Baitarini
Baitarani ISS water Level 8.30m
27/100
Integrated Barrage across river Kochila and across river Baitarini
Baitarani ISS water Level 8.30m
28/100
Integrated Barrage across river Kochila and across river Baitarini
C.C. Block shuttering and Curing work at Baitarani ISS is in progress
29/100
Integrated Barrage across river Kochila and across river Baitarini
CC block casting work at Baitarani ISS is in progress
30/100
Integrated Barrage across river Kochila and across river Baitarini
Baitarani ISS water level is 7.60m
31/100
Integrated Barrage across river Kochila and across river Baitarini
C.C. Block casting work at Baitarani ISS is in progress.
32/100
Integrated Barrage across river Kochila and across river Baitarini
Baitarani ISS water level 10.60m
33/100
Integrated Barrage across river Kochila and across river Baitarini
ISMB placing for precast Girder Platform.
34/100
Integrated Barrage across river Kochila and across river Baitarini
Baitarani ISS water Level 7.10m
35/100
Integrated Barrage across river Kochila and across river Baitarini
Baitarani ISS water Level 7.90m
36/100
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.
37/100
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.
38/100
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.
39/100
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.
40/100
Integrated Barrage across river Kochila and across river Baitarini
Baitarani ISS water level 7.70m
41/100
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.
42/100
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.
43/100
Instream Storage Structure, Hamirpur
Present flow condition of river at Hamirpur site water level RL 179.980m.
44/100
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.
45/100
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.
46/100
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.
47/100
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.
48/100
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.
49/100
Instream Storage Structure, Hamirpur
Present flow condition of river at Hamirpur site water level RL 180.140m.
50/100
Instream Storage Structure, Khalpal
Curing of Girders is under progress.
51/100
Instream Storage Structure, Khalpal
Present flow condition of river at Khalpal site level RL 58.01m.
52/100
Instream Storage Structure, Gudvella
D/S side view of ISS Gudvella on 05.09.2026
53/100
Instream Storage Structure, Gudvella
U/S side view of ISS Gudvella on 05.09.2026
54/100
Instream Storage Structure, Nandagaon
Curing is in progress at approach slab on 06.09.2026
55/100
Instream Storage Structure, Nandagaon
No mechanical work today at the site due to labour issues on 05.09.2026
56/100
Instream Storage Structure, Nandagaon
Curing is in progress at office building on 05.09.2026
57/100
Instream Storage Structure, Nandagaon
Reinforcement binding & Shuttering for kerb at left side approach slab is in progress on 05.09.2026
58/100
Instream Storage Structure, Gudvella
U/S side view of ISS Gudvella on 04.09.2026
59/100
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
60/100
Instream Storage Structure, Gudvella
D/S side view of ISS Gudvella on 03.09.2026
61/100
Instream Storage Structure, Gudvella
U/S side view of ISS Gudvella on 03.09.2026
62/100
Instream Storage Structure, Gudvella
D/S side view of ISS Gudvella on 02.09.2026
63/100
Instream Storage Structure, Gudvella
U/S side view of ISS Gudvella on 02.09.2026
64/100
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
65/100
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
66/100
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
67/100
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
68/100
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
69/100
Instream Storage Structure, Nandagaon
Fixing of precast railing is in progress at right side approach slab on 03.09.2026
70/100
Instream Storage Structure, Nandagaon
Curing is in progress at office building on 03.09.2026
71/100
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
72/100
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
73/100
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
74/100
Instream Storage Structure, Nandagaon
Shuttering for kerb at right side approach slab is in progress on 02.09.2026
75/100
Instream Storage Structure, Nandagaon
Curing is in progress at office building on 02.09.2026
76/100
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.
77/100
Instream Storage Structure, Hamirpur
Concreting M35A20 of Gantry Cross Girder (Bay No-26 & 27) is under progress in presence of Client & PSS Team.
78/100
Instream Storage Structure, Hamirpur
Shuttering of D/S Flank wall, 8th lift at Block No-5 is under progress.
79/100
Instream Storage Structure, Hamirpur
Present flow condition of river at Hamirpur site water level RL 180.520m.
80/100
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.
81/100
Instream Storage Structure, Hamirpur
Concreting M35A20 of Slab railing beam at Block No-4 is under progress in presence of Client & PSS Team.
82/100
Instream Storage Structure, Hamirpur
Slump testing M35A20 (Value 90 mm) of hand railing done in presence of Client & PSS Team.
83/100
Instream Storage Structure, Hamirpur
Concreting M35A20 of hand railing is under progress in presence of Client & PSS Team.
84/100
Instream Storage Structure, Hamirpur
Shuttering & Binding of reinforcement for D/S Flank wall, 8th lift at Block No-5 is under progress.
85/100
Instream Storage Structure, Hamirpur
Present flow condition of river at Hamirpur site water level RL 180.700m.
86/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 85 mm) of Pier No-25, 15th lift done in presence of Client & PSS Team.
87/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-25, 15th lift is under progress in presence of Client & PSS Team.
88/100
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.
89/100
Instream Storage Structure, Hamirpur
Concreting M35A20 of Gantry Cross Girder (Bay No-28 & 29) is under progress in presence of Client & PSS Team.
90/100
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.
91/100
Instream Storage Structure, Hamirpur
Concreting M35A20 of Slab hand railing at Block No-5 is under progress in presence of Client & PSS Team.
92/100
Instream Storage Structure, Hamirpur
Concreting M35A20 of Cross Girder (Bay No-18) is under progress in presence of Client & PSS Team.
93/100
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.
94/100
Instream Storage Structure, Hamirpur
Shuttering & Binding of reinforcement for D/S Flank wall, 8th lift at Block No-5 is under progress.
95/100
Instream Storage Structure, Hamirpur
Present flow condition of river at Hamirpur site water level RL 180.940m.
96/100
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.
97/100
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.
98/100
Instream Storage Structure, Hamirpur
Rope drum hoist lifting arrangements bottom block rope pulley bracket work is in progress.
99/100
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.
100/100
Instream Storage Structure, Hamirpur
Shuttering & Binding of reinforcement for D/S Flank wall, 8th lift at Block No-5 is under progress.
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