1/100
Instream Storage Structure, Khalpal
Testing of Compressive M20A20 (Strength is 29.49/mm2 for 28 days) of Barrage Bay No-2 Gravity floor and M25A20 (Strength is 34.17/mm2 for 28 days) of Pier No-11 (Starter) has done in presence of Client & PSS team.
2/100
Instream Storage Structure, Khalpal
Shuttering & Binding of reinforcement for LHS Abutment Counterfort wall, 2nd lift is under progress.
3/100
Instream Storage Structure, Khalpal
Present flow condition of river at Khalpal site water level RL 57.15 m.
4/100
Instream Storage Structure, Jharbeda
Present flow condition of river at Jharbeda site water level RL 192.1m.
5/100
Instream Storage Structure, Hamirpur
Testing of Compressive M25A20 (Strength is 30.84/mm2 for 28 days) of Pier No-5, 4th lift and (Strength is 21.78/mm2 for 07 days) of Pier No-24, 16th lift and (Strength is 31.14/mm2 for 28 days) of Pier No-3, 11th lift and M35A20 (Strength is 42.67/mm2 for 28 days) of Gantry Girder No-39 and (Strength is 42.40/mm2 for 28 days) of Deck slab (Bay No-10 & 11) and M15A40 (Strength is 13.18/mm2 for 07 days) of D/S Flared out wall PCC has done in presence of Client & PSS team .
6/100
Instream Storage Structure, Hamirpur
Pier No-26 R.H.S barrage bay gate groove 2nd stage embedded parts side guide erection work is in progress.
7/100
Instream Storage Structure, Hamirpur
Shuttering & Binding of reinforcement for U/S Flank wall, 10th lift at Block No-5 is under progress.
8/100
Instream Storage Structure, Hamirpur
Shuttering & Binding of reinforcement for Pier No-25 is under progress.
9/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Gantry Girder No-49 is under progress.
10/100
Instream Storage Structure, Hamirpur
R.D.U assembly frame welding work is in progress.
11/100
Instream Storage Structure, Hamirpur
Present flow condition of river at Hamirpur site water level RL 179.980m.
12/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Present status of river Samakoi at Santeibhanja site.
13/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Present status of river Samakoi at Telkoi site.
14/100
Instream Storage Structure, Gochara
View showing flow of river from D/S side. The flow level is 229.000mt against design crest level 225.500 i.e. flood lift 3.5mt.
15/100
Instream Storage Structure, Gochara
View showing flow of river from U/S side. The flow level is 229.000mt against design crest level 225.500 i.e. flood lift 3.5mt.
16/100
Instream Storage Structure, Gochara
View showing flow of river from U/S to D/S (From U/S of river) .
17/100
Instream Storage Structure, Gochara
View showing flow of river from D/S.
18/100
Instream Storage Structure, Gochara
Staff quarter 1st floor out side brick wall work in progress..
19/100
Instream Storage Structure, Gochara
View showing flow of river from U/S to D/S (From U/S of river) .
20/100
Instream Storage Structure, Khirasasan
No Mechanical work due to rain
21/100
Instream Storage Structure, Khirasasan
Staff Quarter plastering work and 1 St floor slab shuttering work under Progress.
22/100
Instream Storage Structure, Khirasasan
The water level - 211.300 Against design crest level-210.900
23/100
Instream Storage Structure, Khirasasan
The water level - 211.300 Against design crest level-210.900
24/100
Instream Storage Structure, Khirasasan
Staff Quarter plastering work and 1 St floor slab shuttering work under Progress.
25/100
Instream Storage Structure, Khirasasan
The water level - 210.500 Against design crest level-210.900
26/100
Instream Storage Structure, Khirasasan
The water level - 210.500 Against design crest level-210.900
27/100
Instream Storage Structure, Khirasasan
CDU, RDU cover fixing work in progress
28/100
Instream Storage Structure, Khirasasan
Staff Quarter plastering work and 1 St floor slab shuttering work under Progress.
29/100
Instream Storage Structure, Khirasasan
The water level - 210.500 Against design crest level-210.900
30/100
Instream Storage Structure, Khirasasan
Staff Quarter plastering work and 1 St floor slab shuttering work under Progress.
31/100
Instream Storage Structure, Khirasasan
View showing flow of river from U/S to D/S of river.
32/100
Instream Storage Structure, Khirasasan
The water level - 210.500 Against design crest level-210.900
33/100
Instream Storage Structure, Khirasasan
The water level - 210.500 Against design crest level-210.900
34/100
Instream Storage Structure, Khirasasan
The water level - 210.500 Against design crest level-210.900
35/100
Instream Storage Structure, Khirasasan
The water level - 210.600 Against design crest level-210.900
36/100
Instream Storage Structure, Khirasasan
Staff Quarter plastering work and 1 St floor slab shuttering work under Progress.
37/100
Instream Storage Structure, Budharaja
Shuttering work is in progress at LHS D/S Flared-out Wall, 16th Step. RL: 219.00 to 219.600.
38/100
Instream Storage Structure, Budharaja
The flow level is 208.250 m against the design RL: 206.700, i.e., 1.55 m flood lift.
39/100
Instream Storage Structure, Budharaja
200 mm thick 40mm Aggregate is being laid and leveled at LHS U/S Boulder pitching.
40/100
Instream Storage Structure, Budharaja
200 mm thick sand filter is being laid and leveled at LHS U/S Boulder pitching.
41/100
Instream Storage Structure, Budharaja
Shuttering work is in progress at LHS D/S Flared-out Wall, 16th Step. RL: 219.00 to 219.600.
42/100
Instream Storage Structure, Budharaja
The flow level is 207.050 m against the design RL: 206.700, i.e., 0.350 m flood lift.
43/100
Instream Storage Structure, Budharaja
De-shuttering work is in progress at LHS D/S Flared-out Wall, 15th Step. RL: 218.400 to 219.00.
44/100
Instream Storage Structure, Budharaja
Coloring work is in progress on the interior of the staff quarters.
45/100
Instream Storage Structure, Budharaja
The flow level is 207.050 m against the design RL: 206.700, i.e., 0.350 m flood lift
46/100
Instream Storage Structure, Budharaja
Coloring work is in progress on the exterior of the staff quarters.
47/100
Instream Storage Structure, Budharaja
The flow level is 207.050 m against the design RL: 206.700, i.e., 0.350 m flood lift
48/100
Instream Storage Structure, Budharaja
The flow level is 207.000 m against the design RL: 206.700, i.e., 0.300 m flood lift.
49/100
Instream Storage Structure Across Bheden near village Saida
Chequer plate cutting work is in progress for Hoist bridge's Platform
50/100
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-217.200 mtr against design crest level RL- 215.000 mtr .i.e 2.200mtr flood lift .
51/100
Instream Storage Structure Across Bheden near village Saida
View showing flow of river from D/S of river .
52/100
Instream Storage Structure Across Bheden near village Saida
View showing flow of river from D/S of river .
53/100
Instream Storage Structure Across Bheden near village Saida
Earthing connection work is in progress.
54/100
Instream Storage Structure Across Bheden near village Saida
Hoist bridge's Platform final welding work is in progress.
55/100
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-215.000 mtr against design crest level RL- 215.000 mtr .i.e 0.000 mtr flood lift .
56/100
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-215.000 mtr against design crest level RL- 215.000 mtr .i.e 0.000 mtr flood lift .
57/100
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-215.000 mtr against design crest level RL- 215.000 mtr .i.e 0.000 mtr flood lift .
58/100
Instream Storage Structure, Khalpal
No activities at site due to rain.
59/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Present status of river Samakoi at Santeibhanja site.
60/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Present status of river Samakoi at Telkoi site.
61/100
Instream Storage Structure, Jharbeda
Present flow condition of river at Jharbeda site water level RL 192.1m.
62/100
Instream Storage Structure, Hamirpur
Slump testing M35A20 (Value 90 mm) of Gantry Girder No-48 done in presence of Client & PSS Team.
63/100
Instream Storage Structure, Hamirpur
Concreting M35A20 of Gantry Girder No-48 is under progress in presence of Client & PSS Team.
64/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 85 mm) of D/S Flank wall, 3rd lift at Block No-5 done in presence of Client & PSS Team.
65/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of D/S Flank wall, 3rd lift at Block No-5 is under progress in presence of Client & PSS Team.
66/100
Instream Storage Structure, Hamirpur
Testing of Compressive M25A20 (Strength is 21.33/mm2 for 07 days) of U/S Flank wall, 8th lift at Block No-5 and (Strength is 30.74/mm2 for 28 days) of Pier No-4, 4th lift and (Strength is 30.90/mm2 for 28 days) of U/S Abutment (A1), 8th lift and M35A20 (Strength is 37.93/mm2 for 07 days) of Gantry Girder No-45 and M15A40 (Strength is 13.48/mm2 for 07 days) of D/S Flared out wall, 1st lift at Block No-5 and (Strength is 12.89/mm2 for 07 days) of U/S Flared out wall, 10th lift at Block No-5 has done in presence of Client & PSS team.
67/100
Instream Storage Structure, Hamirpur
Shuttering & binding reinforcement for Pier No-25, 13th lift is under progress.
68/100
Instream Storage Structure, Gudvella
No work at site due to heavy rain fall on 15.07.2026
69/100
Instream Storage Structure, Gudvella
D/s side view of ISS Gudvella on 15.07.2026
70/100
Instream Storage Structure, Gudvella
U/s side view of ISS Gudvella on 15.07.2026
71/100
Instream Storage Structure, Nandagaon
No work due to heavy rainfall is going on at site on 16.07.2026
72/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade of 8nos. Post at deck slab no. 2 is in progress in presence of PM EPC agency,Site Engineers of PMC & EPC agency. The slump test value is 84 mm on 15.07.2026
73/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade of 8nos. Post at deck slab no. 2 is in progress in presence of PM EPC agency,Site Engineers of PMC & EPC agency. The slump test value is 84 mm on 15.07.2026
74/100
Instream Storage Structure, Nandagaon
• 1.The area of placing concrete for 8nos. post of RCC deck slab no.2 right side have been checked before placement in presence of PM of EPC Agency, Site Engineers of PMC & EPC Agency as follows:
(i).The reinforcement in binding,placing and tying of 8nos. post of deck slab and fixing & fitting of 14nos. precast railing are found completed
(ii).Rigid & smooth shuttering with 50mm clear cover are done.
(iii).The area of 8nos. Post of railing is cleaned and passed by SE, KID, Bhawanipatna for placing with RCC M35A20 grade on 15.07.2026
75/100
Instream Storage Structure, Nandagaon
Trestle erection work under progress on pier no 11 on 15.07.2026
76/100
Instream Storage Structure, Nandagaon
Column , trestle and barrage bay gate erection work completed on pier no 11 on 15.07.2026
77/100
Instream Storage Structure, Nandagaon
Stone pitching work at U/S right embankment in progress on 15.07.2026
78/100
Instream Storage Structure, Nandagaon
De-Shuttering & Shuttering for CC block is in progress at U/S left flared out wall on 15.07.2026
79/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Gantry Girder No-49 is under progress.
80/100
Instream Storage Structure, Hamirpur
Present flow condition of river at Hamirpur site water level RL 179.460m.
81/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 90 mm) of U/S Flank wall, 9th lift at Block No-5 done in presence of Client & PSS Team.
82/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of U/S Flank wall, 9th lift at Block No-5 is under progress in presence of Client & PSS Team.
83/100
Instream Storage Structure, Hamirpur
Testing of Compressive M25A20 (Strength is 21.63/mm2 for 07 days) of Pier No-17, 15th lift and M35A20 (Strength is 42.15/mm2 for 28 days) of Gantry Girder No-38 and (Strength is 37.04/mm2 for 07 days) of Gantry Girder No-44 has done in presence of Client & PSS team.
84/100
Instream Storage Structure, Hamirpur
C.D.U frame drilling work is in progress.
85/100
Instream Storage Structure, Hamirpur
E.M brake & reducer fixing work is in progress Of C.D.U assembly No-20.
86/100
Instream Storage Structure, Hamirpur
Shuttering of D/S Flared out wall at Block No-5 is under progress.
87/100
Instream Storage Structure, Hamirpur
Shuttering of D/S Flank wall, 3rd lift at Block No-5 is under progress.
88/100
Instream Storage Structure, Hamirpur
Shuttering of U/S Flared out wall at Block No-5 is under progress.
89/100
Instream Storage Structure, Hamirpur
Shuttering for Gantry Girder is under progress.
90/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Gantry Girder No-49 is under progress.
91/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-25, 14th lift at Block No-4 is under progress.
92/100
Instream Storage Structure, Hamirpur
Present flow condition of river at Jharbeda site water level RL 179.410m.
93/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Present status of river Samakoi at Santeibhanja site.
94/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Checking of Reinforcement for RHS divide wall 5th lift in presence of Client & PSS team.
95/100
Instream Storage Structure, Jharbeda
Present flow condition of river at Jharbeda site water level RL 192.1m.
96/100
Instream Storage Structure, Khalpal
Testing of Compressive M20A20 (Strength is 29.72/mm2 for 28 days) of Barrage Bay No-2 Gravity floor and M25A20 (Strength is 34.21/mm2 for 28 days) of Pier No-12 (Starter) has done in presence of Client & PSS team.
97/100
Instream Storage Structure, Khalpal
Shuttering & Binding of reinforcement for LHS Abutment Counterfort wall, 2nd lift is under progress.
98/100
Instream Storage Structure, Khalpal
Present flow condition of river at Khalpal site water level RL 54.935 m.
99/100
Instream Storage Structure, Gudvella
Erection of stoplog gate is under progress at site on 14.07.2026
100/100
Instream Storage Structure, Gudvella
Earth filling work for the A2-side approach road is in progress. Due to a litigation issue affecting a portion of the road alignment, the work faced some obstruction. However, after discussions and coordination with the local villagers, the work has resumed and is continuing smoothly on 14.07.2026
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