1/100
Instream Storage Structure, Kopsinga
Slump 90 mm
2/100
Instream Storage Structure, Kopsinga
Slump 80mm
3/100
Instream Storage Structure, Kopsinga
RHS U/S divided wall 9 th lift casting work in progress presence of JE Madam
4/100
Instream Storage Structure, Kopsinga
FDD test of RHS approach road 2nd layer
5/100
Instream Storage Structure, Kopsinga
FDD test of guide bond 43 layer
6/100
Instream Storage Structure, Kopsinga
CC block 7 Day cube testing (M20)
7/100
Instream Storage Structure, Kopsinga
Control Room building layout checking done
8/100
Instream Storage Structure, Kopsinga
Flared Wall D/S slump 80mm
9/100
Instream Storage Structure, Kopsinga
Flared Wall RHS U/S slump 80mm
10/100
Instream Storage Structure, Kopsinga
FDD test of LHS guide bond 42th layer
11/100
Instream Storage Structure, Kopsinga
FDD test of RHS guide bond 43th layer
12/100
Instream Storage Structure, Kopsinga
FDD test of RHS approach road 1st layer .
13/100
Instream Storage Structure, Kopsinga
ISS Kopsingha - Hoist bridge's 22th platform assembly work is in progress
14/100
Instream Storage Structure, Kopsinga
Cube test
15/100
Instream Storage Structure, Kudabega
LHS DS flared wall, slump 85mm
16/100
Instream Storage Structure, Kudabega
LHS US flared wall casting
17/100
Instream Storage Structure, Kudabega
LHS US flared wall
18/100
Instream Storage Structure, Kudabega
Casting PCC of staff quarter building
19/100
Instream Storage Structure, Kudabega
Casting PCC of control room Building of Bilaigarh site
20/100
Instream Storage Structure, Kudabega
R. L 206.225 7th layer FDD and compaction test of RHS abutment side filling
21/100
Instream Storage Structure, Kudabega
Slump 80mm of LUS u/s cast-in-situ c. C. Block casting.
22/100
Instream Storage Structure, Kudabega
ISS Kudabaga - Hoist bridge's 32th & 33th platform assembly work is in progress
23/100
Instream Storage Structure, Kudabega
Casting of DS flared wall
24/100
Instream Storage Structure, Kudabega
Span 07 stoplog and service gate groove casting
25/100
Instream Storage Structure, Kudabega
Slump 85mm of DS flared wall
26/100
Instream Storage Structure, Kudabega
Span 06 of stoplog and service gate groove
27/100
Instream Storage Structure, Kudabega
Slump 80mm of US LHS flared wall
28/100
Instream Storage Structure, Kudabega
Casting of RHS DS flared wall
29/100
Instream Storage Structure, Kudabega
Slump 85mm of span 08 of stoplog and service gate groove.
30/100
Instream Storage Structure, Kudabega
Slump 80mm of stoplog and service gate groove, span 06
31/100
Instream Storage Structure, Kudabega
Slump 80mm of DS RHS flared wall
32/100
Instream Storage Structure, Khirasasan
Slump 85mm
33/100
Instream Storage Structure, Khirasasan
checked placing supporting bars and alignment of shuttering work in RHS D/S flared out 16th step RL- 220.100 to 220.700 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
34/100
Instream Storage Structure, Khirasasan
RHS d/s abutment hoist portion shuttering work is under progress.
35/100
Instream Storage Structure, Khirasasan
RHS d/s divide wall Hoist portion shuttering work has completed and ready for casting.
36/100
Instream Storage Structure, Khirasasan
RHS C F WING WALL 11 TH LIFT SHUTTERING WORK HAS COMPLETED AND READY FOR CASTING.
37/100
Instream Storage Structure, Khirasasan
RHS D/S Flared out wall 16th lift shuttering work is under progress.
38/100
Instream Storage Structure, Khirasasan
LHS U/S FLARED OUT WALL 18 TH LIFE SHUTTERING WORK UNDER PROGRESS
39/100
Instream Storage Structure, Khirasasan
RHS d/s Flared out wall 16th lift shuttering work is under progress.
40/100
Instream Storage Structure, Khirasasan
RHS C F WING WALL 11 TH LIFT SHUTTERING WORK IS UNDER PROGRESS
41/100
Instream Storage Structure, Khirasasan
RHS d/s divide wall Hoist portion shuttering work has completed and ready for casting.
42/100
Instream Storage Structure, Khirasasan
RHS d/s abutment hoist portion shuttering work is under progress.
43/100
Instream Storage Structure, Khirasasan
View showing flow of river from D/S of the river.
44/100
Instream Storage Structure, Gochara
Stone pitching in LHS D/S guide bund in progress.
45/100
Instream Storage Structure, Gochara
LHS D/S Stone pitching work in progress.
46/100
Instream Storage Structure, Gochara
Curing of staff quarter
47/100
Instream Storage Structure, Budharaja
De- Shuttering Work is in Progress at RHS Divided Wall, hoist gate portion.
48/100
Instream Storage Structure, Budharaja
Shuttering Work is in Progress at RHS U/S Flared-Out Wall, 17th Step. RL: 215.900 to 216.500.
49/100
Instream Storage Structure, Budharaja
Shuttering Work is in Progress at RHS D/S Flared-Out Wall, 20th Step. RL: 217.100 to 217.700.
50/100
Instream Storage Structure, Budharaja
Curing Work is in Progress.
51/100
Instream Storage Structure, Budharaja
Slump Value: 85mm.
52/100
Instream Storage Structure, Budharaja
checked placing and positioning of steel reinforcement, supporting bars and alignment of shuttering work with minimum cover 75mm . RHS Divided Wall, Hoist Portion . Now the area is ready for concrete M25 A20. So recommended for the purpose. RL: 220.300 to 221.500. Approved by AEE Sir, Sambalpur. In the presence of JE Sir.
53/100
Instream Storage Structure, Budharaja
De-Shuttering in 16th step& shuttering Work is in Progress at RHS U/S Flared-Out Wall, 17th Step. RL: 215.300 to 215.900.
54/100
Instream Storage Structure, Budharaja
De-Shuttering in 19th step & Shuttering Work is in Progress at RHS D/S Flaired-Out Wall, 20th Step. RL: 217.100 to 217.700.
55/100
Instream Storage Structure, Budharaja
Curing Work is in Progress.
56/100
Instream Storage Structure Across Bheden near village Saida
Shuttering work progress in LHS u/s flared out wall step-11
57/100
Instream Storage Structure Across Bheden near village Saida
P-1 ,Hoist portion shuttering work in progress
58/100
Instream Storage Structure Across Bheden near village Saida
Shuttering work progress in RHS d/s flank wall 3rd lift
59/100
Instream Storage Structure Across Bheden near village Saida
De-shuttering work progress in bay no-5 deck slab
60/100
Instream Storage Structure Across Bheden near village Saida
Gate groves curing work is going on .
61/100
Instream Storage Structure Across Bheden near village Saida
RHS D/S Flank wall shuttering work is in progress.
62/100
Instream Storage Structure Across Bheden near village Saida
P-3 ,Hoist portion shuttering work is going on .
63/100
Instream Storage Structure Across Bheden near village Saida
P-4 to P-5 between mid portion Deck slab de-shuttering work is in progress .
64/100
Instream Storage Structure Across Bheden near village Saida
LHS U/S Flared out wall curing work is going on .
65/100
Instream Storage Structure across river Sapei near village Kinjirma
U/S site view
66/100
UGPL, Right Lower Suktel Canal Division
Orthographic View of Pump House showing solar panel units
67/100
UGPL, Right Lower Suktel Canal Division
Night Areal 3-D view of Pump House with watchman quarter.
68/100
UGPL, Right Lower Suktel Canal Division
Complete Aerial Oblique Imagery view of Pump House & Vicinity covering every structures within boundary wall.
69/100
UGPL, Right Lower Suktel Canal Division
Aerial view of Pump House, Filtration unit, Approach Channel & MSDSS.
70/100
UGPL, Right Lower Suktel Canal Division
Aerial Perspective view of Pump House.
71/100
Barrage across river Turi & Guntat
Compressive strength test of concrete cubes of grade M15 A40 conducted at Field Laboratory of Turi Barrage Site.
72/100
Instream Storage Structure, Gudvella
Cast of concrete 8th lift RCC M25A20 grade at right side abutment A2 wall including 4 nos CF wall from RL 156.45m to 158.00m is under progress through pump in the presence of Dept JE, site engineer of PMC and agency forman. The slump test value is 87mm on 30.01.2026
73/100
Instream Storage Structure, Gudvella
Cast of concrete 8th lift RCC M25A20 grade at right side abutment A2 wall including 4 nos CF wall from RL 156.45m to 158.00m is under progress through pump in the presence of Dept JE, site engineer of PMC and agency forman. The slump test value is 87mm on 30.01.2026
74/100
Instream Storage Structure, Gudvella
Cast of concrete 12th lift PCC M20A20 grade at right side D/s flard out wall from sec 1-1 to 4-4 with RL 155.20m to 155.80m is under progress in the presence of Dept JE, site engineer of PMC and agency forman. The slump test value is 75mm on 30.01.2026
75/100
Instream Storage Structure, Gudvella
Cast of concrete 12th lift PCC M20A20 grade at right side D/s flard out wall from sec 1-1 to 4-4 with RL 155.20m to 155.80m is under progress in the presence of Dept JE, site engineer of PMC and agency forman. The slump test value is 75mm on 30.01.2026
76/100
Instream Storage Structure, Gudvella
Cast of concrete 8th lift RCC M25A20 grade at right side u/s flank wall including return wall from RL 157.50m to 158.70m is under progress through pump in the presence of Dept JE, site engineer of PMC and agency. The slump test value is 88mm on 30.01.2026
77/100
Instream Storage Structure, Gudvella
Cast of concrete 8th lift RCC M25A20 grade at right side u/s flank wall including return wall from RL 157.50m to 158.70m is under progress through pump in the presence of Dept JE, site engineer of PMC and agency. The slump test value is 88mm on 30.01.2026
78/100
Instream Storage Structure, Gudvella
Column assembly work under progress on 30.01.2026
79/100
Instream Storage Structure, Gudvella
Column assembly work under progress on 30.01.2026
80/100
Instream Storage Structure, Gudvella
Sill beam installation work barrage bay no 7 is under progress on 30.01.2026
81/100
Instream Storage Structure, Gudvella
• 1. Reinforcement work at right side D/s flank wall for 6th lift RCC is under progress.
2. Shuttering work at right side d/s flared out wall is under progress.
3. Reinforcement work at right side D/s wing wall for 5th lift RCC is under progress on 30.01.2026
82/100
Instream Storage Structure, Gudvella
Shuttering work of plinth beam at building area is under progress on 30.01.2026
83/100
Instream Storage Structure, Gudvella
• 1. Shuttering work at right side u/s flared out wall is under progress.
2. Reinforcement work at right side u/s flank wall for 8th lift RCC is under progress on 30.01.2026
84/100
Instream Storage Structure, Gudvella
• 1. Reinforcement work at right side D/s flank wall for 7th lift RCC is under progress.
2. Shuttering work at right side d/s flared out wall is under progress.
3. Reinforcement work at right side D/s wing wall for 5th lift RCC is under progress on 30.01.2026
85/100
Instream Storage Structure, Gudvella
Reinforcement & shuttering work at Abutment A2 for 8th lift RCC is under progress on 30.01.2026
86/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade of 1no. C.C block at U/S right flared out wall i.e. 1no. from sec.4-4 to sec.5-5 for 9th lift of 0.6m. hight upto RL-241.20m is in progress in presence of PM, EPC agency,Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 73mm on 30.01.2026
87/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade of 1no. C.C block at U/S right flared out wall i.e. 1no. from sec.4-4 to sec.5-5 for 9th lift of 0.6m. hight upto RL-241.20m is in progress in presence of PM, EPC agency,Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 73mm on 30.01.2026
88/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.5 for 7th lift of bay no.6 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 30.01.2026
89/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.5 for 7th lift of bay no.6 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 30.01.2026
90/100
Instream Storage Structure, Nandagaon
• 5.The casting of CC blocks at following area have been checked in presence of PM, EPC agency, Site Engineers of PMC & EPC Agency:
(i)1No. CC block at U/S right Flared out wall i.e 1no. of size 6.2x1.5x0.6m from sec.4-4 to sec.5-5 for 9th lift upto RL-241.20m is completed.
(ii). Filling of inverted filter materials covering with LDPE paper adjacent to each CC block in earth side are done before placement.
(iii) Application of 2 coat bitumen paint at cj's concrete surface is done.
(iv). Area is ready and passed by SE KID, Bh. Patna to place concrete with PCC M20A20 grade on 30.01.2026
91/100
Instream Storage Structure, Nandagaon
• 4.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.6 of Pier No. 5 for 7th lift has 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 is completed as follows:
(ii) Chipping of old vertical concrete surface is done.
(iii).The area is cleaned properly through air water jetting and passed by SE, KID, Bhawanipatna for placing with RCC M35A20 grade on 30.01.2026
92/100
Instream Storage Structure, Nandagaon
Discussion regarding progress & Revised Estimate/Revised payment schedule alongwith compliance to design of girder near double pier, afflux bund, Revised drawing/design of Office Building of ISS, Nandgaon towards timely completion of balance works of ISS Nandagaon has been made with Addl. Chief Engineer, WIC, Bhawanipatna in presence of SE, KID,SDO,ISS Nadagaon, DTL, Tel Basin Bhawanipatna and Experts of PMC on 30.01.2026
93/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of stoplog & main gate grooves sill beam at bay-10 (barrage bay no. 8) of block-2, is in progress in presence of Site Engineers of PMC & EPC agency. The slump test value is 78mm on 30.01.2026
94/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of stoplog & main gate grooves sill beam at bay-10 (barrage bay no. 8) of block-2, is in progress in presence of Site Engineers of PMC & EPC agency. The slump test value is 78mm on 30.01.2026
95/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade of 4nos. C.C blocks at D/S left flared out wall i.e. 1no. from sec.1-1 to sec.2-2 for 7th lift, 1no. sec.2-2 to sec.4-4 for 10th lift, 1no. at sec.5-5 for 11th lift & 1no. at sec.6-6 of 0.6m. hight upto RL-241.80m 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 30.01.2026
96/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade of 4nos. C.C blocks at D/S left flared out wall i.e. 1no. from sec.1-1 to sec.2-2 for 7th lift, 1no. sec.2-2 to sec.4-4 for 10th lift, 1no. at sec.5-5 for 11th lift & 1no. at sec.6-6 of 0.6m. hight upto RL-241.80m 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 30.01.2026
97/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.4 for 9th 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 77mm on 30.01.2026
98/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.4 for 9th 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 77mm on 30.01.2026
99/100
Instream Storage Structure, Nandagaon
• 3. The area of main & stoplog gate grooves at bay No.-10 ( Barrage bay no.-8) 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. 29.01.2026 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 30.01.2026
100/100
Instream Storage Structure, Nandagaon
• 2. The casting of CC blocks at following area has been checked in presence of PM,EPC agency,Site Engineers of PMC & EPC Agency:
(i) 4Nos. CC block at D/S left Flared out wall i.e 1no. of size 6.0x1.5x0.6m from sec.1-1 to sec. 2-2 for 7th lift and 1no. of size 6.0x1.5x0.6m from sec. 2-2 to sec. 4-4 for 10th lift and 1no. of size 6.0x1.5x0.6m at sec. 5-5 for 11th lift and 1no. of size 4.8x1.5x0.6m at sec. 6-6 upto RL-241.80m is completed.
(ii) Filling of inverted filter materials covering with LDPE paper at adjacent to each CC block in earth side are done before placement.
(iii) Application of 2 coat bitumen paint at CJ's concrete surface is done.
(iv) Area is ready and passed by SE KID, Bh. Patna to place concrete with PCC M20A20 grade on 30.01.2026
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