1/100
Instream Storage Structure, Khirasasan
RHS C F WING WALL 11 TH LIFT SHUTTERING WORK UNDER PROGRESS
2/100
Instream Storage Structure, Khirasasan
Slump 85mm
3/100
Instream Storage Structure, Khirasasan
checked placing supporting bars and alignment of shuttering work in LHS D/S flared out final step RL- 223.100 to 223.400 Now the area is ready for concrete casting M20 A20. So recommended for the purpose. Approved by AEE sir SID Sambalpur in presence of JE
4/100
Instream Storage Structure, Khirasasan
checked placing supporting bars and alignment of shuttering work in LHS U/S flared out 15th step RL- 219.500 to 220.100 Now the area is ready for concrete casting M20 A20. So recommended for the purpose. Approved by AEE sir SID Sambalpur in presence of JE
5/100
Instream Storage Structure, Khirasasan
Slump 80mm
6/100
Instream Storage Structure, Khirasasan
checked placing and positioning of steel reinforcement, supporting bars and alignment of shuttering work with minimum cover 25mm for Slab & 40mm for Beam. Staff Quarter Ground Floor Slab. Now the area is ready for concrete M25 A20. So recommended for the purpose.Approved by AEE sir SID Sambalpur, In presence of Department JE.
7/100
Instream Storage Structure, Khirasasan
RHS C F WING WALL 10 TH LIFT DESHUTTERING WORK UNDER PROGRESS
8/100
Instream Storage Structure, Khirasasan
RHS divide wall hoist portion shuttering work under progress
9/100
Instream Storage Structure, Khirasasan
RHS D/S FLARED OUT WALL FINAL LIFT SHUTTERING WORK UNDER PROGRESS
10/100
Instream Storage Structure, Khirasasan
LHS U/S FLARED OUT WALL 15 LIFT shuttering work under progress
11/100
Instream Storage Structure, Khirasasan
RHS U/S FLANK WALL MUD CLEANING WORK and shuttering work under progress
12/100
Instream Storage Structure, Khirasasan
RHS D/S FLANK WALL 8TH LIFT SHUTTERING WORK COMPLETE AND ready for concrete casting
13/100
Instream Storage Structure, Khirasasan
Slump 85mm
14/100
Instream Storage Structure, Khirasasan
checked placing and positioning of steel reinforcement, supporting bars and alignment of shuttering work with minimum cover of 75mm in, RHS D/S CF WING 10th lift WALL RL 218.800 to 220.100 Now the area is ready for concrete M25A20. So recommended for the purpose. Approved by AEE sir SID Sambalpur in presence of JE
15/100
Instream Storage Structure, Khirasasan
RHS D/S C F WING WALL 10 TH LIFT SHUTTERING WORK COMPLETE AND ready for concrete casting
16/100
Instream Storage Structure, Khirasasan
RHS ABUTMENT HOIST PORTION SHUTTERING WORK UNDER PROGRESS
17/100
Instream Storage Structure, Khirasasan
RHS divide wall hoist portion shuttering work under progress
18/100
Instream Storage Structure, Khirasasan
RHS U/S FLANK WALL MUD CLEANING WORK UNDER PROGRESS
19/100
Instream Storage Structure, Khirasasan
RHS D/S FLANK WALL 8TH LIFT SHUTTERING WORK COMPLETE AND ready for concrete casting
20/100
Instream Storage Structure, Khirasasan
LHS U/S FLARED OUT WALL 15 LIFT shuttering work under progress
21/100
Instream Storage Structure Across Bheden near village Saida
Curing work progress in bay no-6 deck slab
22/100
Instream Storage Structure Across Bheden near village Saida
Casting work completed
23/100
Instream Storage Structure Across Bheden near village Saida
Slump value - 90
24/100
Instream Storage Structure Across Bheden near village Saida
cleaning work progress in RHS u/s flared out wall
25/100
Instream Storage Structure Across Bheden near village Saida
Shuttering work progress in LHS u/s flared out wall step-10
Rl- 219.400 to 220.000
26/100
Instream Storage Structure, Budharaja
Shuttering work is in Progress at RHS U/S Flared-Out Wall, 15th Step.
27/100
Instream Storage Structure, Budharaja
De-Shuttering in 17th step & Shuttering Work is in Progress at LHS U/S Flared-Out Wall, 18th Step. RL: 215.900 to 216.500.
28/100
Instream Storage Structure, Budharaja
Curing Work is in Progress.
29/100
Instream Storage Structure, Budharaja
De-Shuttering in 17th step & Shuttering Work is in Progress at RHS D/S Flared-Out Wall, 18th Step. RL: 215.900 to 216.500.
30/100
Instream Storage Structure, Budharaja
Curing Work is in Progress.
31/100
Instream Storage Structure, Gochara
Staff quarter brick work is on progress..
32/100
Instream Storage Structure across river Sapei near village Kinjirma
IEE and Geologist of PMC Sambalpur inspected the site in presence of departmental AEE,AE .
33/100
Instream Storage Structure across river Sapei near village Kinjirma
IEE and Geologist of PMC Sambalpur inspected the site in presence of departmental AEE,AE .
34/100
Instream Storage Structure, Kopsinga
Slump-80mm flared wall
35/100
Instream Storage Structure, Kopsinga
RHS Guide bond 40th layer FDD test
36/100
Instream Storage Structure, Kopsinga
ISS Kopsingha - Hoist bridge's 22th platform assembly work is in progress
37/100
Instream Storage Structure, Kopsinga
ISS Kopsingha - Trestle's or Column's Installation work is in progress at Span no - 17
38/100
Instream Storage Structure, Kudabega
Excavation for control building and staff quarter
39/100
Instream Storage Structure, Kudabega
Excavation for control building and staff quarter
40/100
Instream Storage Structure, Kudabega
LHS DS flared wall, slump 80mm
41/100
Instream Storage Structure, Kudabega
Casting of stoplog and service gate groove span 07
42/100
Instream Storage Structure, Kudabega
Slump 80mm of US flared wall
43/100
Instream Storage Structure, Kudabega
Span 07 of stoplog and service gate groove, Slump 80mm
44/100
Instream Storage Structure, Kudabega
LHS Earth work in progress
45/100
Instream Storage Structure, Kudabega
Casting of Seal Beam of span 04
46/100
Instream Storage Structure, Kudabega
Slump 80mm of span 04(seal beam)
47/100
Instream Storage Structure, Kudabega
Span 02 Hand railing post
48/100
Instream Storage Structure, Kudabega
LHS D/S flared wall casting
49/100
Instream Storage Structure, Kudabega
Casting of D/S flared wall (LHS)
50/100
Instream Storage Structure, Kudabega
LhS D/S flared wall(slump-85mm)
51/100
Instream Storage Structure, Kudabega
Slump 85mm of Hand railing post
52/100
Instream Storage Structure, Kudabega
Slump 80mm of U/S flared wall (LHS)
53/100
Instream Storage Structure, Gudvella
Casting of concrete at at at right side u/s flared out wall from sec 1-1 to 2-2 for 8th lift PCC M15A40 from RL 152.80m to 153.40m underprogress through chute in the presence of Dept JE, site engineers of PMC and agency forman. The Slump test value is 75mm on 24.01.2026
54/100
Instream Storage Structure, Gudvella
Casting of concrete at at at right side u/s flared out wall from sec 1-1 to 2-2 for 8th lift PCC M15A40 from RL 152.80m to 153.40m underprogress through chute in the presence of Dept JE, site engineers of PMC and agency forman. The Slump test value is 75mm on 24.01.2026
55/100
Instream Storage Structure, Gudvella
Casting of concrete at at right side d/s flared out wall from sec 3-3 to 4-4 for 6th lift PCC M20A20 from RL 151.60m to 152.20m is under progress through chute in the presence of Dept JE, site engineers of PMC and agency forman. The Slump test value is 75mm on 24.01.2026
56/100
Instream Storage Structure, Gudvella
Casting of concrete at at right side d/s flared out wall from sec 3-3 to 4-4 for 6th lift PCC M20A20 from RL 151.60m to 152.20m is under progress through chute in the presence of Dept JE, site engineers of PMC and agency forman. The Slump test value is 75mm on 24.01.2026
57/100
Instream Storage Structure, Gudvella
Casting of concrete at right side abutment A2 from RL 155.20m 156.45m for 7th lift RCC M25A20 grade is under progress through pump in the presence of Dept JE, site engineers of PMC and agency forman. The Slump test value is 86mm on 24.01.2026
58/100
Instream Storage Structure, Gudvella
Casting of concrete at right side abutment A2 from RL 155.20m 156.45m for 7th lift RCC M25A20 grade is under progress through pump in the presence of Dept JE, site engineers of PMC and agency forman. The Slump test value is 86mm on 24.01.2026
59/100
Instream Storage Structure, Gudvella
Cast of concrete at right side d/s flared out wall from sec 2-2 to 4-4 for 8th lift PCC M20A20 from RL 152.80m to 153.40m is under progress through chute in the presence of Dept JE, site engineer of PMC and agency forman. The Slump test value is 71mm on 24.01.2026
60/100
Instream Storage Structure, Gudvella
Cast of concrete at right side d/s flared out wall from sec 2-2 to 4-4 for 8th lift PCC M20A20 from RL 152.80m to 153.40m is under progress through chute in the presence of Dept JE, site engineer of PMC and agency forman. The Slump test value is 71mm on 24.01.2026
61/100
Instream Storage Structure, Gudvella
Cast of concrete at right side d/s flared out wall from sec 1-1 to 2-2 for 9th lift PCC M15A40 from RL 153.40m to 154.00m is under progress through chute in the presence of Dept JE, site engineer of PMC and agency forman. The Slump test value is 70mm on 24.01.2026
62/100
Instream Storage Structure, Gudvella
Cast of concrete at right side d/s flared out wall from sec 1-1 to 2-2 for 9th lift PCC M15A40 from RL 153.40m to 154.00m is under progress through chute in the presence of Dept JE, site engineer of PMC and agency forman. The Slump test value is 70mm on 24.01.2026
63/100
Instream Storage Structure, Gudvella
Cast of concrete at barrage bay crest - 6 in between P5 and P6 for final layer RCC M25A20 from RL 149.15m to 149.60m is under progress through pump in the presence of Dept JE, site engineer of PMC and agency forman. The Slump test value is 83mm on 24.01.2026
64/100
Instream Storage Structure, Gudvella
Cast of concrete at barrage bay crest - 6 in between P5 and P6 for final layer RCC M25A20 from RL 149.15m to 149.60m is under progress through pump in the presence of Dept JE, site engineer of PMC and agency forman. The Slump test value is 83mm on 24.01.2026
65/100
Instream Storage Structure, Gudvella
Curing at deck slab no 9 in between P8 & P9 is under progress on 24.01.2026
66/100
Instream Storage Structure, Gudvella
Shuttering work at barrage bay crest 6 in between P5 & P6 is under progress on 24.01.2026
67/100
Instream Storage Structure, Gudvella
Shuttering work at right side d/s flare dout wall is under progress on 24.01.2026
68/100
Instream Storage Structure, Gudvella
Shuttering work at right side Abutment A2 for 7th lift RCC is under progress on 24.01.2026
69/100
Instream Storage Structure, Gudvella
• 1. Shuttering work at right side d/s wing wall for 5th lift RCC is under progress.
2. Reinforcement work at right side d/s flank wall for 6th lift RCC is under progress on 24.01.2026
70/100
Instream Storage Structure, Gudvella
• 1. Reinforcement work at right side u/s flank wall for 7th lift RCC is under progress.
2. Shuttering work at right side u/s flared out wall is under progress on 24.01.2026
71/100
Instream Storage Structure, Gudvella
Cast of concrete at right side d/s flank wall for 5th lift RCC M25A20 from RL 153.80m to 155.05m is under progress in the presence of Dept JE, site engineer of PMC and agency forman. The Slump test value is 85mm on 23.01.2026
72/100
Instream Storage Structure, Gudvella
Cast of concrete at right side d/s flank wall for 5th lift RCC M25A20 from RL 153.80m to 155.05m is under progress in the presence of Dept JE, site engineer of PMC and agency forman. The Slump test value is 85mm on 23.01.2026
73/100
Instream Storage Structure, Gudvella
Cast of concrete at right side u/s flared out wall from sec 1-1 to 2a-2a for 7th lift PCC M15A40 from RL 152.20m to 152.80m is under progress in the presence of Dept JE, site engineer of PMC and agency forman. The Slump test value is 74mm on 23.01.2026
74/100
Instream Storage Structure, Gudvella
Cast of concrete at right side u/s flared out wall from sec 1-1 to 2a-2a for 7th lift PCC M15A40 from RL 152.20m to 152.80m is under progress in the presence of Dept JE, site engineer of PMC and agency forman. The Slump test value is 74mm on 23.01.2026
75/100
Instream Storage Structure, Gudvella
Cast of concrete at right side d/s flared out wall from sec 1-1 to 2-2 for 8th lift PCC M15A40 from RL 152.80m to 153.40m is under progress in the presence of Dept JE, site engineer of PMC and agency forman. The Slump test value is 71mm on 23.01.2026
76/100
Instream Storage Structure, Gudvella
Cast of concrete at right side d/s flared out wall from sec 1-1 to 2-2 for 8th lift PCC M15A40 from RL 152.80m to 153.40m is under progress in the presence of Dept JE, site engineer of PMC and agency forman. The Slump test value is 71mm on 23.01.2026
77/100
Instream Storage Structure, Gudvella
Casting of concrete at right side u/s wing wall for 9th lift RCC M25A20 from RL 157.45m to 158.70m is completed in the presence of Dept JE, PMC n agency . The Slump test value is 85mm on 23.01.2026
78/100
Instream Storage Structure, Gudvella
Casting of concrete at right side u/s wing wall for 9th lift RCC M25A20 from RL 157.45m to 158.70m is completed in the presence of Dept JE, PMC n agency . The Slump test value is 85mm on 23.01.2026
79/100
Instream Storage Structure, Gudvella
Cast of concrete at right side d/s flared out wall from sec 2a-2a to 4-4 7th lift PCC M20A20 from RL 152.20m to 152.80m is under progress in the presence of Dept JE, site engineer of PMC and agency forman. The Slump test value is 70mm on 23.01.2026
80/100
Instream Storage Structure, Gudvella
Cast of concrete at right side d/s flared out wall from sec 2a-2a to 4-4 7th lift PCC M20A20 from RL 152.20m to 152.80m is under progress in the presence of Dept JE, site engineer of PMC and agency forman. The Slump test value is 70mm on 23.01.2026
81/100
Instream Storage Structure, Gudvella
Cast of concrete 6th lift RCC M25A20 grade at right side u/s flank wall from RL 155.00m to 156.25m is under progress in the presence of Dept JE, site engineer of PMC and agency forman. The Slump test value is 83mm on 23.01.2026
82/100
Instream Storage Structure, Gudvella
Cast of concrete 6th lift RCC M25A20 grade at right side u/s flank wall from RL 155.00m to 156.25m is under progress in the presence of Dept JE, site engineer of PMC and agency forman. The Slump test value is 83mm on 23.01.2026
83/100
Instream Storage Structure, Gudvella
• 1. Shuttering work at right side d/s flank wall for 5th lift RCC is under progress.
2. Reinforcement work at right side d/s wing wall for 5th lift RCC is under progress on 23.01.2026
84/100
Instream Storage Structure, Gudvella
• 1. Shuttering work at right side u/s wing wall for 9th lift RCC is under progress.
2. Shuttering work at right side u/s flank wall for 6th lift RCC is under progress.
3. Shuttering work at right side u/s flared out wall is under progress on 23.01.2026
85/100
Instream Storage Structure, Gudvella
Shuttering work at right side d/s flared out wall is under progress on 23.01.2026
86/100
Instream Storage Structure, Gudvella
Reinforcement & shuttering work at right side Abutment A2 for 7th lift RCC is under progress on 23.01.2026
87/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.4 for 6th lift of bay no.5 is in progress in presence of PM,EPC agency,Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 76mm on 24.01.2026
88/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.4 for 6th lift of bay no.5 is in progress in presence of PM,EPC agency,Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 76mm on 24.01.2026
89/100
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.5 of Pier No. 4 have been checked and found correct by HM Expert of PMC during his site visit on dt.21.01.2026 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 for 6th lift is completed as follows:
(ii) Chipping of old vertical concrete surface is completed.
(iii) The area is cleaned properly through air water jetting and passed by SE, KID, Bhawanipatna for placing concrete with RCC M35A20 grade on 24.01.2026
90/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade at right abutment along with CF wall from double CF wall CJ to U/S EJ for 3rd lift at U/S floor and 4th lift at D/S portion of under sluice bay area from RL-236.45m to RL-237.75m is in progress through concrete pump in presence of Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 81mm on 24.01.2026
91/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade at right abutment along with CF wall from double CF wall CJ to U/S EJ for 3rd lift at U/S floor and 4th lift at D/S portion of under sluice bay area from RL-236.45m to RL-237.75m is in progress through concrete pump in presence of Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 81mm on 24.01.2026
92/100
Instream Storage Structure, Nandagaon
• 2. Checked the area of right abutment along with CF walls with following activities in presence of PM, EPC agency, Site Engineers of PMC & Site Engineer of EPC agency:-
(i) Checked the reinforcement in binding, tying n spacing of both vertical main & horiz. dist. bars of right abutment along with CF walls from double CF wall CJ to U/S EJ for 3rd lift at U/S floor and 4th lift at D/S portion of under sluice bay area from RL-236.45m to RL-237.75m completed.
(ii) Rigid n smooth shuttering with 75mm clear cover using cover blocks of 75mm are done.
(iii).Application of bitumen paint at CJ vertical existing concrete surface of double CF walls are completed.
(iv).Placing of expansion joint material along the EJ between U/S right flank wall & abutment wall is done as per approved drawing n design.
(v).The concrete surface is cleaned properly through air water jet and passed by SE, KID, Bhawanipatna for placing with RCC M25A20 grade on 24.01.2026
93/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of main gate grooves sill beam at under sluice bay-1 of block-1, is in progress in presence of Site Engineers of PMC & EPC agency. The slump test value is 75mm on 24.01.2026
94/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of main gate grooves sill beam at under sluice bay-1 of block-1, is in progress in presence of Site Engineers of PMC & EPC agency. The slump test value is 75mm on 24.01.2026
95/100
Instream Storage Structure, Nandagaon
• 1.The area of main gate grooves at under sluice bay No. 1 for erection of sill beams and its alignment, levels using TS has been checked and found correct by site Engineers mechanical of PMC on dt. 24.01.2026 as per the approved mechanical drawings.
(i) Sufficient nos. of dowel bars have been provided during fixing of beams.
(ii) The area is cleaned properly through air water jet and passed by SE,Kid, Bhawanipatna for placing with concrete M35A20 grade in presence of PM,EPC agency,Site Engineers of PMC & EPC agency on 24.01.2026
96/100
Instream Storage Structure, Nandagaon
1st Undersluice barrage bay gate sil beam all measurements checked as per approved drawing and ready for concrete on 24.01.2026
97/100
Instream Storage Structure, Nandagaon
1st Undersluice barrage bay gate sil beam all measurements checked as per approved drawing and ready for concrete on 24.01.2026
98/100
Instream Storage Structure, Nandagaon
Shuttering for 2nd stage concrete at pier no.4,bay-5,block-1 is in progress on 24.01.2026
99/100
Instream Storage Structure, Nandagaon
Reinforcement binding & shuttering at right abutment Block-2 is under progress on 24.01.2026
100/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.4 for 8th lift of bay no.4 is in progress in presence of PM,EPC agency,Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 75mm on 23.01.2026
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