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Instream Storage Structure Across Mahanadi at Choudhrygada and across Paika at Tikhiri
Epoxy paint coating work in progress at Choudharygada iss project-28.01.2026
2/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Slump testing M25A20 (Value 95 mm) of Middle pier, 5th lift done in presence of Client & PSS Team.
3/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Concreting M25A20 of Middle pier, 5th lift is under progress in presence of Client & PSS Team.
4/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Shuttering of D/S Divide wall, 3rd lift is under progress.
5/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
De-shuttering of Middle cross cut-off is under progress.
6/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Binding of reinforcement for D/S Wing wall, Raft is in Progress.
7/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Observed of Coarse aggregate of Flakiness & Elongation index testing in presence of Client & PSS team along with EPC agency.
8/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Concreting M25A20 of LHS Mid-pier, 7th lift is under progress in presence of Client & PSS Team.
9/100
Instream Storage Structure, Jharbeda
Shuttering of Pier No-5 is in Progress.
10/100
Instream Storage Structure, Jharbeda
Shuttering of Pier No-6 is in Progress.
11/100
Instream Storage Structure, Jharbeda
Shuttering & binding of reinforcement for Pier No-8 Footing, 1st lift is in Progress.
12/100
Instream Storage Structure, Jharbeda
Drilling for Anchoring at RHS Abutment(A2) is in Progress.
13/100
Instream Storage Structure, Jharbeda
Cleaning of D/S Gravity floor Pier No-8 to RHS Abutment wall (A2) is under progress.
14/100
Instream Storage Structure, Jharbeda
Curing of Gravity floor is under progress.
15/100
Instream Storage Structure, Jharbeda
Dewatering under progress.
16/100
Instream Storage Structure, Hamirpur
Slump testing M15A40 (Value 45 mm) of U/S Flared out wall, 6th lift at Block No-5 done in presence of Client & PSS Team.
17/100
Instream Storage Structure, Hamirpur
Concreting M15A40 of U/S Flared out wall, 6th lift at Block No-5 is under progress in presence of Client & PSS Team.
18/100
Instream Storage Structure, Hamirpur
Slump testing M15A40 (Value 45 mm) of D/S Toe wall, 3rd lift at Block No-2 done in presence of Client & PSS Team.
19/100
Instream Storage Structure, Hamirpur
Concreting M15A40 of D/S Toe wall, 3rd lift at Block No-2 is under progress in presence of Client & PSS Team.
20/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 85 mm) of Pier No-9, 12th lift at Block No-2 done in presence of Client & PSS Team.
21/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-9, 12th lift at Block No-2 is under progress in presence of Client & PSS Team.
22/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 90 mm) of Pier No-12, 11th lift at Block No-2 done in presence of Client & PSS Team.
23/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-12, 11th lift at Block No-2 is under progress in presence of Client & PSS Team.
24/100
Instream Storage Structure, Hamirpur
Testing of Compressive M25A20 (Strength is 30.72/mm2 for 28 days) of Pier No-9, 8th lift and (Strength is 30.79/mm2 for 28 days) of Pier No-19, 7th lift and (Strength is 31.11/mm2 for 28 days) of Pier No-18, 14th lift and M15A40 (Strength is 13.63/mm2 for 07 days) of U/S Flared wall, 5th lift at Block No-5 has done in presence of Client & PSS team.
25/100
Instream Storage Structure, Hamirpur
23th Girder is being lifted for fixing in the middle of 22th Span at Block No-4.
26/100
Instream Storage Structure, Hamirpur
22th Girder is being lifted for fixing in the middle of 22th Span at Block No-4.
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Instream Storage Structure, Hamirpur
21th Girder is being lifted for fixing in the middle of 23th Span at Block No-4.
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Instream Storage Structure, Hamirpur
20th Girder is being lifted for fixing in the middle of 23th Span at Block No-4.
29/100
Instream Storage Structure, Hamirpur
19th Girder is being lifted for fixing in the middle of 23th Span at Block No-4.
30/100
Integrated Barrage across river Kochila and across river Baitarini
Site Visit of PMC MBBS chandikhol at Kochila-Baitarani ISS project today. Discussions were held about project work with the Agency.
31/100
Instream Storage Structure, Hamirpur
Hoist bridge platform assembly girder's butt joint welding work is in progress.
32/100
Instream Storage Structure, Hamirpur
Double pier hoist bridge platform assembly No-4 fixing work is in progress.
33/100
Instream Storage Structure, Hamirpur
Cleaning of reinforcement for D/S End sill at Block No-2 is under progress by Sand blasting method.
34/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-13, 6th lift at Block No-2 is under progress.
35/100
Instream Storage Structure, Hamirpur
Shuttering & Binding of reinforcement for Pier No-14, 10th lift at Block No-3 is under progress.
36/100
Instream Storage Structure Across Mahanadi at Choudhrygada and across Paika at Tikhiri
Steel cutting, bending, binding work is in progress.
37/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-19, 11th lift at Block No-3 is under progress.
38/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-20, 12th lift at Block No-3 is under progress.
39/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-22, 13th lift at Block No-4 is under progress.
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Instream Storage Structure, Hamirpur
Shuttering of U/S Deck slab cross Girder (Bay No-28) at Block No-5 is under progress.
41/100
Instream Storage Structure, Sirigida
The Collector & DM, Angul and Sub-Collector, Talcher visited ISS Sirigida Site and inspected the work as well as discussed about land acquisition and alienation proposal submitted in presence of S.E, A.E.E, A.E, AID, SDE of PSS team and representative of EPC agency.
42/100
Instream Storage Structure, Khalpal
Slump testing M35A20 (Value 80 mm) of Girder No-31 done in presence of Client & PSS Team.
43/100
Instream Storage Structure, Khalpal
Concreting M35A20 of Girder No-31 is under progress in presence of Client & PSS Team.
44/100
Instream Storage Structure, Khalpal
Curing of Girders is under progress in presence of Client & PSS team.
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Instream Storage Structure, Khalpal
The Collector & DM, Angul and Sub-Collector, Talcher visited ISS Khalpal Site and inspected the work as well as discussed about land acquisition and alienation proposal submitted in presence of S.E, A.E.E, A.E, AID, SDE of PSS team and representative of EPC agency.
46/100
Instream Storage Structure across river Sapei near village Kinjirma
Site view of d/s side .
47/100
Instream Storage Structure across river Sapei near village Kinjirma
Site view of u/s side .
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Instream Storage Structure Across Bheden near village Saida
2nd stage gate grove curing work is going on .
49/100
Instream Storage Structure Across Bheden near village Saida
RHS D/S Flared out wall excavation work is in progress .
50/100
Instream Storage Structure Across Bheden near village Saida
RHS D/S Flank wall 4th lift de-shuttering work is going on .
51/100
Instream Storage Structure Across Bheden near village Saida
P-4 to P-5 between mid portion Deck slab de-shuttering work is going on .
52/100
Instream Storage Structure, Gochara
Staff quarter stair case shuttering work on progress .
53/100
Instream Storage Structure, Budharaja
Curing Work is in Progress.
54/100
Instream Storage Structure, Budharaja
De-Shuttering in 18th step & Shuttering Work is in Progress at RHS D/S Flared-Out Wall, 19th Step. RL: 216.500 to 217.100.
55/100
Instream Storage Structure, Khirasasan
RHS ABUTMENT HOIST PORTION SHUTTERING WORK UNDER PROGRESS
56/100
Instream Storage Structure, Khirasasan
RHS divide wall hoist portion shuttering work under progress
57/100
Instream Storage Structure, Khirasasan
RHS C F WING WALL 11 TH LIFT SHUTTRING WORK UNDER PROGRESS
58/100
Instream Storage Structure, Khirasasan
LHS U/S FLARED OUT WALL 16 TH LIFT SHUTTERING WORK UNDER PROGRESS
59/100
Instream Storage Structure, Kudabega
Slump 80mm
60/100
Instream Storage Structure, Kudabega
Slump 80mm
61/100
Instream Storage Structure, Kudabega
Slump 85mm
62/100
Instream Storage Structure, Kudabega
Span no-01 U/S Handrail beam fixing with Post shuttering work in progress.
63/100
Instream Storage Structure, Kudabega
U/S side sluice bay stone filling for CC block fixing work in progress
64/100
Instream Storage Structure, Kudabega
Stone braking work in progress
65/100
Instream Storage Structure, Kudabega
ISS Kudabaga - Trestle's or Column's Installation work is in progress
66/100
Instream Storage Structure, Kudabega
Span no-07 gate groove shuttering work in progress
67/100
Instream Storage Structure, Kudabega
CC block fixing work in progress
68/100
Instream Storage Structure, Kudabega
ISS Kudabaga - Hoist bridge's 31th & 32th platforms assembly work is in progress
69/100
Instream Storage Structure, Kudabega
ISS Kudabaga - Monorail girder's joints work is in progress
70/100
Barrage across river Turi & Guntat
Compressive strength test of concrete cubes of grade M20A20 conducted at Field Laboratory of Turi Barrage Site.
71/100
Instream Storage Structure, Kopsinga
Slump-85mm flared wall
72/100
Instream Storage Structure, Kopsinga
Fish pass solid slab concrete casting complete
73/100
Instream Storage Structure, Kopsinga
Fish pass solid slab casting under progress in presence of Dept JE madam
74/100
Instream Storage Structure, Kopsinga
Slump-95mm
75/100
Instream Storage Structure, Kopsinga
Cube test
76/100
Instream Storage Structure, Gudvella
Casting of concrete at A2 u/s flared out wall of grade M20A20 8th lift PCC from RL 152.80 m to 153.40 m section 2-2 to 4-4 M15A40 grade is completed in the presence of Dept JE, site engineers of PMC n agency foreman. The slump test value is 75mm on 27.01.2026
77/100
Instream Storage Structure, Gudvella
Casting of concrete at A2 u/s flared out wall of grade M20A20 8th lift PCC from RL 152.80 m to 153.40 m section 2-2 to 4-4 M15A40 grade is completed in the presence of Dept JE, site engineers of PMC n agency foreman. The slump test value is 75mm on 27.01.2026
78/100
Instream Storage Structure, Gudvella
Casting of concrete at right side u/s flared out wall from sec 1-1 to 2-2 from RL 154.00m to 154.60m for 10th lift PCC M15A40 grade is under progress through chute in the presence of Dept JE, site engineers of PMC n agency foreman. The slump test value is 72mm on 27.01.2026
79/100
Instream Storage Structure, Gudvella
Casting of concrete at right side u/s flared out wall from sec 1-1 to 2-2 from RL 154.00m to 154.60m for 10th lift PCC M15A40 grade is under progress through chute in the presence of Dept JE, site engineers of PMC n agency foreman. The slump test value is 72mm on 27.01.2026
80/100
Instream Storage Structure, Gudvella
Cast of concrete 9th lift PCC M20A20 grade at right side D/s flared out wall from sec 2-2 to 4-4 with RL 153.40m to 154.00m is under progress in the presence of Dept JE, site engineers of PMC n agency foreman. The slump test value is 69mm on 27.01.2026
81/100
Instream Storage Structure, Gudvella
Cast of concrete 9th lift PCC M20A20 grade at right side D/s flared out wall from sec 2-2 to 4-4 with RL 153.40m to 154.00m is under progress in the presence of Dept JE, site engineers of PMC n agency foreman. The slump test value is 69mm on 27.01.2026
82/100
Instream Storage Structure, Gudvella
Cast of concrete 7th lift RCC M25A20 grade at right side u/s flank wall including return wall from RL 156.25m to 157.50m is under progress through pump in the presence of Dept JE, site engineers of PMC n agency. The slump test value is 85mm on 27.01.2026
83/100
Instream Storage Structure, Gudvella
Cast of concrete 7th lift RCC M25A20 grade at right side u/s flank wall including return wall from RL 156.25m to 157.50m is under progress through pump in the presence of Dept JE, site engineers of PMC n agency. The slump test value is 85mm on 27.01.2026
84/100
Instream Storage Structure, Gudvella
• Visited ISS Gudvella site along with IE expert .Site engineers of PMC n agency were present.
1. Conducted test for 28 days compressive strength of concrete cube RCC M25 A20 at field laboratory and result found 34.36 N/mm2
2. Conducted test for 28 days compressive strength of concrete cube PCC M15A40 grade at field laboratory and result found 21.62 N/mm2
3. Conducted 28 days compressive strength of concrete cube PCC M20A20 grade at field laboratory and result found 23.84 N/mm2
4. Test for 7 days compressive strength of concrete cube RCC M25 A20 grade conducted and result found 23.36 N/mm2
5. Test for 7 days compressive strength of concrete cube PCC M20 A20 grade conducted and result found 17.62 N/mm2
6. Test for 7 days compressive strength of concrete cube PCC M15 A40 grade conducted and result found 15.77 N/mm2 on 27.01.2026
85/100
Instream Storage Structure, Gudvella
• Visited ISS Gudvella site along with IE expert .Site engineers of PMC n agency were present.
1. Conducted test for 28 days compressive strength of concrete cube RCC M25 A20 at field laboratory and result found 34.36 N/mm2
2. Conducted test for 28 days compressive strength of concrete cube PCC M15A40 grade at field laboratory and result found 21.62 N/mm2
3. Conducted 28 days compressive strength of concrete cube PCC M20A20 grade at field laboratory and result found 23.84 N/mm2
4. Test for 7 days compressive strength of concrete cube RCC M25 A20 grade conducted and result found 23.36 N/mm2
5. Test for 7 days compressive strength of concrete cube PCC M20 A20 grade conducted and result found 17.62 N/mm2
6. Test for 7 days compressive strength of concrete cube PCC M15 A40 grade conducted and result found 15.77 N/mm2 on 27.01.2026
86/100
Instream Storage Structure, Gudvella
• Visited the site with QC Expert. All the site engineers are present at the site.
The construction work at Gudvella ISS is progressing with 70 nos of labourer. As on date, concreting of the A2 body wall has been completed up to all lifts except the 2 nos of lift on the right side, which is pending.
Further, in the upstream & downstream (U/S &D/S) flared-out wall, concreting has been completed up to the 9th lift out of 18th lift and the remaining lifts are yet to be taken up.
In the u/s flanked wall 7th lift completed out of 9th lift. In D/s 6th lift completed.
In u/s wing wall 9th /10th completed and d/s 4th/9th completed.
The balance works shall be taken up sequentially after completion of necessary preparations, shuttering, and reinforcement checks.
In the mechanical work, sill beam in 4 span out of 10 span is completed.
After completion of Rt side Abutment, placing of cc block will be started on 27.01.2026
87/100
Instream Storage Structure, Gudvella
• Visited the site with QC Expert. All the site engineers are present at the site.
The construction work at Gudvella ISS is progressing with 70 nos of labourer. As on date, concreting of the A2 body wall has been completed up to all lifts except the 2 nos of lift on the right side, which is pending.
Further, in the upstream & downstream (U/S &D/S) flared-out wall, concreting has been completed up to the 9th lift out of 18th lift and the remaining lifts are yet to be taken up.
In the u/s flanked wall 7th lift completed out of 9th lift. In D/s 6th lift completed.
In u/s wing wall 9th /10th completed and d/s 4th/9th completed.
The balance works shall be taken up sequentially after completion of necessary preparations, shuttering, and reinforcement checks.
In the mechanical work, sill beam in 4 span out of 10 span is completed.
After completion of Rt side Abutment, placing of cc block will be started on 27.01.2026
88/100
Instream Storage Structure, Gudvella
• 1. Reinforcement & shuttering 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 27.01.2026
89/100
Instream Storage Structure, Gudvella
Shuttering work at right side d/s flared out wall is under progress on 27.01.2026
90/100
Instream Storage Structure, Gudvella
• 1. Reinforcement work at right side D/s flank wall for 6th lift RCC is under progress.
2. Reinforcement work at right side D/s wing wall for 5th lift RCC is under progress on 27.01.2026
91/100
Instream Storage Structure, Gudvella
Reinforcement work at right side Abutment A2 for 8th lift RCC is under progress on 27.01.2026
92/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at bay-5 of Pier no.5 for 7th lift is in progress in presence of PM,EPC agency,Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 74mm on 27.01.2026
93/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at bay-5 of Pier no.5 for 7th lift is in progress in presence of PM,EPC agency,Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 74mm on 27.01.2026
94/100
Instream Storage Structure, Nandagaon
• 5. 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. 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 27.01.2026
95/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at bay-6 of Pier no.6 for 6th lift is in progress in presence of PM,EPC agency,Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 74mm on 27.01.2026
96/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at bay-6 of Pier no.6 for 6th lift is in progress in presence of PM,EPC agency,Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 74mm on 27.01.2026
97/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at bay-6 of Pier no.6 for 6th lift 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 27.01.2026
98/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at bay-6 of Pier no.6 for 6th lift 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 27.01.2026
99/100
UGPL, Left Lower Suktel Canal Division
TEE connection work is in progress to HDPE pipeline at LO-292, LM-15 near village Sargad.
100/100
Instream Storage Structure, Nandagaon
• 4. The casting of CC blocks at following area havr been checked in presence of PM, EPC agency, Site Engineers of PMC & EPC Agency: (i) 2Nos. CC block at U/S right Flared out wall i.e 1no. of size 4.8x1.5x0.6m from sec.4-4 to sec.5-5 for 7th lift upto RL-240.0m and 1no. of size 6.0x1.5x0.6m from sec.2-2 to sec. 4-4 for 8th lift upto RL-240.60m 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 27.01.2026
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