1/100
Instream Storage Structure, Gudvella
Stone pitching and dumping work at D/s side is under progress on 29.05.2026
2/100
Instream Storage Structure, Gudvella
Rope arrangement is under progress at site on 29.05.2026
3/100
Instream Storage Structure, Gudvella
D/s side view of ISS Gudvella on 29.05.2026
4/100
Instream Storage Structure, Gudvella
U/s side view of ISS Gudvella on 29.05.2026
5/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no. 12&13 for 4th lift of bay no.13 is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 84mm on 29.05.2026
6/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no. 12&13 for 4th lift of bay no.13 is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 84mm on 29.05.2026
7/100
Instream Storage Structure, Nandagaon
• 1.Fixing & fittings and alignment of 2nd. stage embedded parts and sufficient numbers of dowel bars at roller tracks of both stoplog & service gate grooves at bay no.13 of pier no.12&13 for 4th lift have been checked and found correct by HM Expert of PMC during his site visit on dt.20.05.2026 in presence of all civil n mechanical Site Engineers of PMC and EPC Agency as per the approved Mechanical drawing & designs.
(i)Accordingly the rigid n smooth shuttering for placing the 2nd. Stage concrete is completed as follows:
(ii) Chipping of old vertical concrete surface is done.
(iii).The area is cleaned properly through water pressure and passed by SE, KID, Bhawanipatna for M35A20 grade on 29.05.2026
8/100
Instream Storage Structure, Nandagaon
Curing work is in progress on 29.05.2026
9/100
Instream Storage Structure, Nandagaon
Barrage bay gate roller and guide shoe fixing and fitting work under progress on 29.05.2026
10/100
Instream Storage Structure, Nandagaon
1st undersluice barrage bay gate groove cleaning process is under progress on 29.05.2026
11/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 90 mm) of U/S Abutment (A1), Counterfort wall, 6th lift at Block No-1 done in presence of Client & PSS Team.
12/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of U/S Abutment (A1), Counterfort wall, 6th lift at Block No-1 is under progress in presence of Client & PSS Team.
13/100
Instream Storage Structure, Hamirpur
R.H.S Pier No-13 stop-log groove 2nd stage embedded parts side guide erection work is in progress at (Bay No-11).
14/100
Instream Storage Structure, Hamirpur
Testing of Compressive M25A20 (Strength is 21.78/mm2 for 07 days) of Pier No-16, 15th lift and (Strength is 21.04/mm2 for 07 days) of U/S Flared out wall, Raft at Block No-1 and M30A20 (Strength is 37.04/mm2 for 07 days) Cross Girder (Bay No-11) has done in presence of Client & PSS team.
15/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-3, 8th lift is under progress.
16/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-4, 3rd lift is under progress.
17/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-1, 9th lift is under progress.
18/100
Instream Storage Structure, Hamirpur
Watchman Quarter foundation Excavation work in progress.
19/100
Instream Storage Structure, Hamirpur
Shuttering & Binding of reinforcement for U/S Abutment (A1), 9th lift at Block No-1 is under progress.
20/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Slump testing M25A20 (Value 90 mm) of Barrage Bay Raft done in presence of Client & PSS Team.
21/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Concreting M25A20 of Barrage Bay Raft is under progress in presence of Client & PSS Team.
22/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Slump testing M25A20 (Value 80 mm) of RHS D/S Divide wall, 2nd lift done in presence of Client & PSS Team.
23/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Concreting M25A20 of RHS D/S Divide wall, 2nd lift is under progress in presence of Client & PSS Team.
24/100
Instream Storage Structure, Jharbeda
Shuttering & Binding of reinforcement for RHS U/S (D2) Footing is under progress.
25/100
Instream Storage Structure, Jharbeda
Shuttering of RHS U/S Training wall, 3rd lift is under progress.
26/100
Instream Storage Structure, Jharbeda
Shuttering & Binding of reinforcement for Pier No-6, pier Cap is under progress.
27/100
Instream Storage Structure, Khalpal
Slump testing M20A20 (Value 90 mm) of Barrage Bay No-3 Gravity floor, Final layer done in presence of Client & PSS Team.
28/100
Instream Storage Structure, Khalpal
Concreting M20A20 of Barrage Bay No-3 Gravity floor, Final layer is under progress in presence of Client & PSS Team.
29/100
Instream Storage Structure, Khalpal
Slump testing M25A20 (Value 160 mm) of U/S Barrage Bay Panel No-8 done in presence of Client & PSS Team.
30/100
Instream Storage Structure, Khalpal
Concreting M25A20 of U/S Barrage Bay Panel No-8 done in presence of Client & PSS Team.
31/100
Instream Storage Structure, Khalpal
Diaphragm wall cage placing for U/S Barrage Bay Panel No-8 in presence of Client & PSS Team.
32/100
Instream Storage Structure, Khalpal
Shuttering of lift side Double Pier No-25, 4th lift is under progress.
33/100
Instream Storage Structure, Khalpal
Excavation of U/S Barrage Bay Panel No-8 is under progress.
34/100
Instream Storage Structure, Khalpal
Curing of Piers, Divide wall and Barrage Bay No-2 Raft is in progress.
35/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 90 mm) of U/S Flared out wall, Raft at Block No-1 (Bank side) done in presence of Client & PSS Team.
36/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of U/S Flared out wall, Raft at Block No-1 (Bank side) is under progress in presence of Client & PSS Team.
37/100
Instream Storage Structure, Hamirpur
Testing of Compressive M25A20 (Strength is 31.17/mm2 for 28 days) of Pier No-13, 5th lift and M30A20 (Strength is 42.07/mm2 for 28 days) Gantry Girder No-29 has done in presence of Client & PSS team.
38/100
Instream Storage Structure, Hamirpur
Shuttering & Binding of reinforcement for Pier No-2, 8th lift is under progress.
39/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-3, 8th lift is under progress.
40/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-1, 9th lift is under progress.
41/100
Instream Storage Structure, Hamirpur
Shuttering of U/S Flared out wall Raft at Block No-1 is under progress.
42/100
Instream Storage Structure, Hamirpur
Shuttering & Binding of reinforcement for U/S Abutment (A1), 6th lift at Block No-1 is under progress.
43/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Shuttering of D/S Wing wall Counterfort and Staging of Deck slab is under progress.
44/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Shuttering of RHS Divide wall, 4th lift is under progress.
45/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Binding of reinforcement for RHS Counterfort & Abutment wall, 3rd lift is under progress.
46/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Shuttering of LHS Barrage Bay Deck slab is under progress.
47/100
Instream Storage Structure, Jharbeda
Binding of reinforcement for RHS U/S (D2) Footing is under progress.
48/100
Instream Storage Structure, Jharbeda
Shuttering of RHS U/S Training wall is under progress.
49/100
Instream Storage Structure, Jharbeda
Shuttering of Pier No-7, 8th lift is under progress.
50/100
Instream Storage Structure, Khalpal
Binding of reinforcement for Double Pier No-25 is under progress.
51/100
Instream Storage Structure, Khalpal
Slump testing M20A20 (Value 90 mm) of Barrage Bay No-3 Gravity floor, Final layer done in presence of Client & PSS Team.
52/100
Instream Storage Structure, Khalpal
Concreting M20A20 of Barrage Bay No-3 Gravity floor, Final layer is under progress in presence of Client & PSS Team.
53/100
Instream Storage Structure, Khalpal
Curing of Piers, Divide wall and Barrage Bay No-2 Raft is in progress.
54/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 90 mm) of Pier No-6, 15th lift done in presence of Client & PSS Team.
55/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-6, 15th lift is under progress in presence of Client & PSS Team.
56/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 80 mm) of Pier No-26, 13th lift done in presence of Client & PSS Team.
57/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-26, 13th lift is under progress in presence of Client & PSS Team.
58/100
Instream Storage Structure, Hamirpur
Testing of Compressive M25A20 (Strength is 31.14/mm2 for 28 days) of Pier No-1, 7th lift and M25A20 (Strength is 21.78/mm2 for 7 days) Pier No-27 pedestral has done in presence of Client & PSS team.
59/100
Instream Storage Structure, Hamirpur
watchman Quarter Foundation excavation work is in progress.
60/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-6, 15th lift is under progress.
61/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-4, 4th lift is under progress.
62/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-3, 7th lift is under progress.
63/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-1, 9th lift is under progress.
64/100
Instream Storage Structure, Hamirpur
Shuttering of U/S Flared out wall Raft at Block No-1 is under progress.
65/100
Instream Storage Structure, Hamirpur
Shuttering & Binding of reinforcement for U/S Abutment (A1), 6th lift at Block No-1 is under progress.
66/100
Instream Storage Structure, Khalpal
Slump testing M25A20 (Value 85 mm) of LHS D/S Divide wall, 2nd lift done in presence of Client & PSS Team.
67/100
Instream Storage Structure, Khalpal
Concreting M25A20 of LHS D/S Divide wall, 2nd lift is under progress in presence of Client & PSS Team.
68/100
Instream Storage Structure, Khalpal
Slump testing M25A20 (Value 85 mm) of Barrage Bay No-2, Raft done in presence of Client & PSS Team.
69/100
Instream Storage Structure, Khalpal
Concreting M25A20 of Barrage Bay No-2, Raft is under progress in presence of Client & PSS Team.
70/100
Instream Storage Structure, Khalpal
Curing of Piers, Divide wall and Barrage Bay No-2 Raft is in progress.
71/100
Instream Storage Structure, Jharbeda
D.P.T test going on the Barrage bay Gate in presence of A.E, RID & IEE & PSS team along with EPC agency.
72/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Curing work is under progress.
73/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Staging of deck slab is under progress.
74/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Binding of reinforcement for RHS Counterfort & Abutment wall, 3rd lift is under progress.
75/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Binding of reinforcement for RHS Mid-pier, 5th lift is under progress.
76/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Excavation of RHS D/S Divide wall work is under progress.
77/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Slump testing M25A20 (Value 85 mm) of RHS Double pier, 2nd lift done in presence of Client & PSS Team.
78/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Concreting M25A20 of RHS Double pier, 2nd lift is under progress in presence of Client & PSS Team.
79/100
UGPL, Right Lower Suktel Canal Division
OCS chamber above GL finishing work is in progress of OCS No:- 0213078-C01B at village Lepta in presence of PMC team.
80/100
UGPL, Right Lower Suktel Canal Division
Excavation work is in progress for laying of DN 75mm Dia HDPE pipe of OCS No. 0213126-C04B-01 for 1 Ha Sub-Chak at village Balbuka in presence of PMC team..
81/100
UGPL, Left Lower Suktel Canal Division
HDD machine road pushing work is in progress (road crossing) of 75mm Dia HDPE pipe between J-239 to LO-251 LM-12 near village Kutenpali in presence of PMC team.
HDD pushing for 75mm dia HDPE pipeline (road crossing) is in progress at J-239 to LO-251 LM-12 near-Kutenpali.
82/100
UGPL, Left Lower Suktel Canal Division
Excavation work is in progress for laying of 450mm Dia DI pipe line from node J-622 to J-366, LM-17 near village Birkel in presence of PMC team.
83/100
UGPL, Left Lower Suktel Canal Division
Excavation work in progress of 450mm Dia DI pipeline Gap closing Lm-17, J-622 to J-366 at village -Birkel in presence of PMC team.
84/100
Instream Storage Structure, Gudvella
Stone pitching and dumping work is under progress at D/s side of site on 28.05.2026
85/100
Instream Storage Structure, Gudvella
Electrical pipe installation work at building area is under progress on 28.05.2026
86/100
Instream Storage Structure, Gudvella
D/s side view of ISS Gudvella on 28.05.2026
87/100
Instream Storage Structure, Gudvella
U/s side view of ISS Gudvella on 28.05.2026
88/100
Instream Storage Structure, Gudvella
Earthwork excavation is under progress for stone dumping at D/s side on 27.05.2026
89/100
Instream Storage Structure, Gudvella
Fixing of posts at walk way is under progress at site on 27.05.2026
90/100
Instream Storage Structure, Gudvella
D/s side view of ISS Gudvella on 27.05.2026
91/100
Instream Storage Structure, Gudvella
U/s side view of ISS Gudvella on 27.05.2026
92/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no.10,11,12&13 is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 87mm on 28.05.2026
93/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no.10,11,12&13 is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 87mm on 28.05.2026
94/100
Instream Storage Structure, Nandagaon
• 1.Fixing & fittings and alignment of 2nd. stage embedded parts and sufficient numbers of dowel bars at roller tracks of both stoplog & service gate grooves at bay No.-11 of Pier No.10 for 7th lift and bay no.12 of pier no. 11 for 5th lift & pier no.12 for 6th lift and bay no. 13 for pier no.12&13 for 3rd lift have been checked and found correct by HM Expert of PMC during his site visit on dt.20.05.2026 in presence of all civil n mechanical Site Engineers of PMC and EPC Agency as per the approved Mechanical drawing & designs.
(i)Accordingly the rigid n smooth shuttering for placing the 2nd. Stage concrete is completed as follows:
(ii) Chipping of old vertical concrete surface is done.
(iii).The area is cleaned properly through water pressure and passed by SE, KID, Bhawanipatna for M35A20 grade on 28.05.2026
95/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no.11 for 7th lift of bay no.11 is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 86mm on 27.05.2026
96/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no.11 for 7th lift of bay no.11 is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 86mm on 27.05.2026
97/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade of Dirt wall at right abutment upto RL-246.70m is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 85mm on 27.05.2026
98/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade of Dirt wall at right abutment upto RL-246.70m is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 85mm on 27.05.2026
99/100
Instream Storage Structure, Nandagaon
• 3.Fixing & fittings and alignment of 2nd. stage embedded parts and sufficient numbers of dowel bars at roller tracks of both stoplog & service gate grooves at bay No.-11 of Pier No.11 for 7th lift have been checked and found correct by HM Expert of PMC during his site visit on dt.20.05.2026 in presence of all civil n mechanical Site Engineers of PMC and EPC Agency as per the approved Mechanical drawing & designs.
{i)Accordingly the rigid n smooth shuttering for placing the 2nd. Stage concrete is completed as follows:
(ii) Chipping of old vertical concrete surface is done.
(iii).The area is cleaned properly through water pressure and passed by SE, KID, Bhawanipatna for M35A20 grade on 27.05.2026
100/100
Instream Storage Structure, Nandagaon
• 2.The Area of placing concrete of Dirt Wall at right abutment has been checked before placement as follows:
(i) Reinforcement in binding, tying and spacing of both vertical main & horiz. dist. bar of Dirt Wall at right abutment of 9.1m length at D/S side from RL-245.40m to RL-246.70m are found completed in presence JE, ISS Nandgaon, PM of EPC agency, ISS Nandagaon, Site Engineers of PMC & EPC agency , ISS Nandgaon.
(ii)Rigid & smooth shuttering with 75mm clear cover from main bar to shutter plates are completed.
(iii).The area is cleaned properly through air water jetting and passed by SE, KID, Bhawanipatna for placing with RCC M25A20 grade,ISS Nandagaon on 27.05.2026
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