1/100
Instream Storage Structure, Kopsinga
ISS Kopsingha - Hoist bridge's assembly work is in progress of Fishfas
2/100
Instream Storage Structure, Kopsinga
LHS afflux bund on side slope stone pitching work is under progress
3/100
Instream Storage Structure, Kopsinga
ISS Kopsingha - 5th Under-sluice gate's work is in progress Out of - 6
4/100
Instream Storage Structure, Kopsinga
Brick masonry work above the lintel level in a double-storied building is in progress.”
5/100
Instream Storage Structure, Kopsinga
ISS Kopsingha - Guide Fixing work is in progress for Service gate's or Barrage gate's at Span no - 6
6/100
Instream Storage Structure, Kopsinga
ISS Kopsingha - 5th Under-sluice gate's work is in progress Out of - 6
7/100
Instream Storage Structure, Kopsinga
Brick masonry work above the lintel level in a double-storied building is in progress.”
8/100
Instream Storage Structure, Kopsinga
ISS Kopsingha - Guide Fixing work is in progress for Service gate's or Barrage gate's at Span no - 6
9/100
Instream Storage Structure, Kopsinga
ier 26 Right side Gate Grover chipping work under progress
10/100
Instream Storage Structure, Kopsinga
Pier no- 21& P22 Right site gate grove chipping work under progress
11/100
Instream Storage Structure, Kopsinga
ISS Kopsingha - Hoist bridge's 27th Platform assembly work is in progress
12/100
Instream Storage Structure, Kopsinga
Sill beam casting under progress M30 A20
13/100
Instream Storage Structure, Kopsinga
Slump-85mm
14/100
Instream Storage Structure, Kopsinga
Pier no(14-13) span sill beam mechanical check with shuttering work complete now the area ready for casting M30A20.
15/100
Instream Storage Structure, Kopsinga
LHS U/S Afflux Bond Toe wall boundary under progress
16/100
Instream Storage Structure, Kopsinga
Double storied building brick work under progress
17/100
Instream Storage Structure, Kopsinga
ISS Kopsingha - Roller-track fixing work is in progress of Barrage gate's or Service gate's at Span no - 6
18/100
Instream Storage Structure, Kopsinga
ISS Kopsingha - Hoist bridge's 27th Platform assembly work is in progress
19/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Slump testing M25A20 (Value 85 mm) of LHS D/S Flank wall Cut-off, Top lift done in presence of Client & PSS Team.
20/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Concreting M25A20 of LHS D/S Flank wall Cut-off, Top lift is under progress in presence of Client & PSS Team.
21/100
Instream Storage Structure, Jharbeda
Curing of (A2) is under progress.
22/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 80 mm) of Pier No-20, 15th lift done in presence of Client & PSS Team.
23/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-20, 15th lift is under progress in presence of Client & PSS Team.
24/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 85 mm) of Pier No-19, 15th lift done in presence of Client & PSS Team.
25/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-19, 15th lift is under progress in presence of Client & PSS Team.
26/100
Instream Storage Structure, Khalpal
Curing of Piers is in progress.
27/100
Instream Storage Structure, Khalpal
Curing of Barrage Bay (Raft) work is in progress.
28/100
Instream Storage Structure, Khalpal
Slump testing M20A20 (Value 85 mm) of Gravity floor Bay No-3 done in presence of Client & PSS Team.
29/100
Instream Storage Structure, Khalpal
Concreting M20A20 of Gravity floor Bay No-3 is under progress in presence of Client & PSS Team.
30/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 85 mm) of Pier No-27, 15th lift done in presence of Client & PSS Team.
31/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-27, 15th lift is under progress in presence of Client & PSS Team.
32/100
Instream Storage Structure, Hamirpur
Slump testing M35A20 (Value 90 mm) of Gantry Girder No-21 done in presence of Client & PSS Team.
33/100
Instream Storage Structure, Hamirpur
Concreting M35A20 of Gantry Girder No-21 is under progress in presence of Client & PSS Team.
34/100
Instream Storage Structure, Hamirpur
Slump testing M35A20 (Value 90 mm) of Deck slab (Bay No-20 & 21) done in presence of Client & PSS Team.
35/100
Instream Storage Structure, Hamirpur
Concreting M35A20 of Deck slab (Bay No-20 & 21) is under progress in presence of Client & PSS Team.
36/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 85 mm) of Pier No-5, 1st lift done in presence of Client & PSS Team.
37/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-5, 1st lift is under progress in presence of Client & PSS Team.
38/100
Instream Storage Structure, Hamirpur
Testing of Compressive M25A20 (Strength is 31.11/mm2 for 28 days) of Pier No-6, 12th lift and (Strength is 30.84/mm2 for 28 days) of Pier No-16, 9th lift and M30A20 (Strength is 37.93/mm2 for 28 days) of (Bay No-23) has done in presence of Client & PSS team.
39/100
Instream Storage Structure, Hamirpur
Gantry girder's 1st stage embedded plate welding work is in progress.
40/100
Instream Storage Structure, Hamirpur
U/S hoist bridge platform assembly No-2 welding work is in progress.
41/100
Instream Storage Structure, Hamirpur
U/S hoist bridge platform No-3 girder's web and flange plate fixing work is in progress.
42/100
Instream Storage Structure, Hamirpur
Deck slab of (Bay No-20 & 21) Reinforcement Checked by A.E RID along with PSS team at site.
43/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-21, 15th lift is under progress.
44/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for D/S Flank wall Raft at Block No-5 is under progress.
45/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Gantry Girder is under progress.
46/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-15, 14th is under progress.
47/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-4, 5th is under progress.
48/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for U/S Flank wall at Block No-1 is under progress.
49/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for U/S Abutment (A1), 4th lift at Block No-1 is under progress.
50/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Testing of Compressive M25A20 (Strength is 31.38/mm2 for 28 days) of RHS Abutment & Counterfort wall, 6th lift has done in presence of Client & PSS team.
51/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Binding of reinforcement for Double pier, 5th lift is under progress.
52/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
LHS side Raft under sluice portion Reinforcement Checked by Q.A.E along with PSS team at site.
53/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Testing of Compressive M25A20 (Strength is 31.20/mm2 for 28 days) of U/S Divide wall Cut-off and (Strength is 20.66/mm2 for 07 days) of U/S Divide wall Raft has done in presence of Client & PSS team.
54/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Binding of reinforcement for RHS Mid-pier, 3rd lift is under progress.
55/100
Instream Storage Structure, Jharbeda
Slump testing M25A20 (Value 80 mm) of Pier No-8 to RHS (D2) End sill, Final Layer done in presence of Client & PSS Team.
56/100
Instream Storage Structure, Jharbeda
Concreting M25A20 of Pier No-8 to RHS (D2) End sill, Final Layer is under progress in presence of Client & PSS Team.
57/100
Instream Storage Structure, Jharbeda
Curing of Pier No-8 is under progress.
58/100
Instream Storage Structure, Jharbeda
Shuttering & binding of reinforcement for (D2) pier portion Footing is under progress.
59/100
Instream Storage Structure, Jharbeda
Curing of (A2) is under progress.
60/100
Instream Storage Structure, Jharbeda
Curing of RHS D/S Flank wall & RHS D/S Training wall is under progress.
61/100
Instream Storage Structure, Khalpal
Slump testing M20A20 (Value 85 mm) of Gravity floor Bay No-3 done in presence of Client & PSS Team.
62/100
Instream Storage Structure, Khalpal
Concreting M20A20 of Gravity floor Bay No-3 is under progress in presence of Client & PSS Team.
63/100
Instream Storage Structure, Khalpal
Excavation for Barrage Bay No-2 at Gravity floor work is in progress.
64/100
Instream Storage Structure, Khalpal
Curing of Piers, Cut-off & Barrage Bay (Raft) work is in progress.
65/100
Instream Storage Structure, Khalpal
Concreting M15A40 of U/S Barrage Bay No-2 Raft PCC is under progress in presence of Client & PSS Team.
66/100
UGPL, Left Lower Suktel Canal Division
1 ha outlet point extension work is in progress at LO-352A (z-7031) LM-18 near village Kutrapali in presence of PMC team.
67/100
Instream Storage Structure, Gudvella
D/S side view of ISS Gudvella on 19.04.2026
68/100
Instream Storage Structure, Gudvella
U/S side view of ISS Gudvella on 19.04.2026
69/100
Instream Storage Structure, Gudvella
Steel mesh making under progress for parapet post & railing on 19.04.2026
70/100
Instream Storage Structure, Gudvella
Brickwork under progress at control room building on 19.04.2026
71/100
Instream Storage Structure, Gudvella
Casting of precast railing over parapet wall on the deck slab is in progress with dimensions 1.424 m × 0.13 m × 0.17 m on 18.04.2026
72/100
Instream Storage Structure, Gudvella
Under-sluice bay (top& button ) assembly work under progress on 18.04.2026
73/100
Instream Storage Structure, Gudvella
CDU Rope drum and Hoist bridge installation work under progress on 18.04.2026
74/100
Instream Storage Structure, Gudvella
Brick work at 1st floor of building is under progress at site on 18.04.2026
75/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade of left kerb at deck slab no.11&12 upto RL-247.30m is in progress in presence of PM EPC agency, Site Engineer of PMC & EPC agency. The slump test value is 86mm on 19.04.2026
76/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade of left kerb at deck slab no.11&12 upto RL-247.30m is in progress in presence of PM EPC agency, Site Engineer of PMC & EPC agency. The slump test value is 86mm on 19.04.2026
77/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no.7&8 for 7th lift of bay-8 is in progress in presence of PM EPC agency, Site Engineer of PMC & EPC agency. The slump test value is 85mm on 19.04.2026
78/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no.7&8 for 7th lift of bay-8 is in progress in presence of PM EPC agency, Site Engineer of PMC & EPC agency. The slump test value is 85mm on 19.04.2026
79/100
Instream Storage Structure, Nandagaon
• 2.The area before placement of concrete for left kerb of deck slab has been checked in presence of PM,EPC agency,Site Engineers of PMC & EPC agency as follows:
(i)Binding of 8mm dia 2-legged stirrups for left kerb at deck slab of Span- 11 & 12 and fixing of rail posts bars are completed.
(ii) Rigid and smooth shuttering with 40mm clear cover are completed.
(iii)Fixing & placing of joint materials at pier-11&12 along the expansion gap is done.
(iv) Area is cleaned using air water jet and passed by SE, KID, Bhawanipatna and ready to place concrete with RCC M35A20 grade upto RL-247.30m on 19.04.2026
80/100
Instream Storage Structure, Nandagaon
• 1.Fixing & fittings and alignment of 2nd. stage embedded parts and fixed dowel bars as per drawing at roller tracks of both stoplog & service gate grooves at bay No.-8 of Pier No.7&8 for 7th lift have been checked and found correct by HM Expert of PMC during his site visit on dt.16.04.2026 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 placing with RCC M35A20 grade on 19.04.2026
81/100
Instream Storage Structure, Nandagaon
Reinforcement binding for column foundation of building is in progress on 19.04.2026
82/100
Instream Storage Structure, Nandagaon
Reinforcement binding & Shuttering for kerb is in progress at deck slab on 19.04.2026
83/100
UGPL, Right Lower Suktel Canal Division
Bermad equipment installation work is in progress of OCS No- 0213119-C20B near village Bileisarada in presence of PMC team.
84/100
Instream Storage Structure, Nandagaon
Curing is in progress at Blockout portion on 19.04.2026
85/100
Instream Storage Structure, Nandagaon
Shuttering for Blockout portion is in progress at pier no.9 on 19.04.2026
86/100
UGPL, Right Lower Suktel Canal Division
OCS chamber above GL work is in progress of OCS No:- 0213128-C06A at village Ranikata in presence of PMC team.
87/100
Instream Storage Structure, Nandagaon
Reinforcement binding is in progress at U/S right divide wall on 19.04.2026
88/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade of left kerb at deck slab no. 13 &14 upto RL-247.30m is in progress in presence of PM EPC agency, Site Engineer of PMC & EPC agency. The slump test value is 85mm on 18.04.2026
89/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade of left kerb at deck slab no. 13 &14 upto RL-247.30m is in progress in presence of PM EPC agency, Site Engineer of PMC & EPC agency. The slump test value is 85mm on 18.04.2026
90/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade at U/S right divide wall for 3rd lift upto RL-235.40m is in progress through concrete pump in presence of PM EPC agency, Site Engineer of PMC & EPC agency. The slump test value is 83mm on 18.04.2026
91/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade at U/S right divide wall for 3rd lift upto RL-235.40m is in progress through concrete pump in presence of PM EPC agency, Site Engineer of PMC & EPC agency. The slump test value is 83mm on 18.04.2026
92/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of Blockout portion at left abutment is in progress in presence of PM EPC agency, Site Engineer of PMC & EPC agency. The slump test value is 85mm on 18.04.2026
93/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of Blockout portion at left abutment is in progress in presence of PM EPC agency, Site Engineer of PMC & EPC agency. The slump test value is 85mm on 18.04.2026
94/100
Instream Storage Structure, Nandagaon
• The area of placing concrete at U/S right divide wall has been checked before placement in presence of PM of EPC Agency, Site Engineer of PMC & EPC Agency as follows:
(i).The reinforcement in binding, tying n spacing of both vertical main & horiz. dist. bar and tie bars for casting of U/S right divide wall for 3rd lift from RL-234.00m to RL-235.40m are found completed.
(ii).Rigid & smooth shuttering and maintained clear cover of 75mm from main bar to shutter plates are done.
(iii).The area is cleaned properly through air water jetting and passed by SE, KID, Bhawanipatna for placing with RCC M25A20 grade on 18.04.2026
95/100
Instream Storage Structure, Nandagaon
• 1(i).Fixing & fittings and alignment of All trestle and columns foundation bolts measurements has been checked at left abutment for Blockout area of 6.8m length and found correct by HM Expert of PMC during his site visit on dt.16.04.2026 in presence of mechanical Site Engineers of PMC and EPC Agency.
(ii) Rigid and smooth shuttering for Blockout area with M35A20 grade at left abutment from RL-246.30m to RL-247.00m are found completed.
(iii).The area is cleaned properly through air water jet and passed by SE, KID, Bhawanipatna for placing with M35A20 grade on 18.04.2026
96/100
Instream Storage Structure, Nandagaon
• The area before placement of concrete for left kerb of deck slab has been checked in presence of PM,EPC agency,Site Engineers of PMC & EPC agency as follows:
(i)Binding of 8mm dia 2-legged stirrups for left kerb at deck slab of Span- 13 & 14 and fixing of rail posts bars are completed.
(ii) Rigid and smooth shuttering with 40mm clear cover are completed.
(iii)Fixing & placing of joint materials at pier-13 along the expansion gap is done.
(iv) Area is cleaned using air water jet and passed by SE, KID, Bhawanipatna and ready to place concrete with RCC M35A20 grade upto RL-247.30m on 18.04.2026
97/100
Instream Storage Structure, Nandagaon
De-Shuttering & Shuttering for 2nd stage concrete is in progress at pier no.8 on 18.04.2026
98/100
Instream Storage Structure, Nandagaon
Curing is in progress at Blockout portion on 18.04.2026
99/100
Instream Storage Structure, Nandagaon
Reinforcement binding & Shuttering of kerb is in progress at deck slab on 18.04.2026
100/100
Instream Storage Structure, Nandagaon
Shuttering for Blockout portion is in progress at left & right abutment on 18.04.2026
❮
❯
