1/100
UGPL, Right Lower Suktel Canal Division
Proceeding of Pani panchayat awareness meeting in presence of DoWR staff and PMC team at village Bahalbuka.
2/100
UGPL, Right Lower Suktel Canal Division
150mm Dia Air valve Tee fixing work is in progress on 700mm Dia DI pipe in between junction J-0212 and J-0122 at village Chareimara.
3/100
Instream Storage Structure, Gudvella
Cast of concrete 2nd lift RCC M25A20 grade at right side u/s wing wall including 2nos CF wall from RL 148.80m to 150.15m is under progress through pump in the presence of Dept JE, site engineer of PMC and agency at site. Slump achieved 87mm on 19.12.2025
4/100
Instream Storage Structure, Gudvella
Cast of concrete 2nd lift RCC M25A20 grade at right side u/s wing wall including 2nos CF wall from RL 148.80m to 150.15m is under progress through pump in the presence of Dept JE, site engineer of PMC and agency at site. Slump achieved 87mm on 19.12.2025
5/100
Instream Storage Structure, Gudvella
Cast of concrete 2nd lift RCC M25A20 grade at right side u/s wing wall including 2nos CF wall from RL 148.80m to 150.15m is under progress through pump in the presence of Dept JE, site engineer of PMC and agency at site. Slump achieved 87mm on 19.12.2025
6/100
Instream Storage Structure, Gudvella
Cast of concrete 2nd lift RCC M25A20 grade at right side u/s wing wall including 2nos CF wall from RL 148.80m to 150.15m is under progress through pump in the presence of Dept JE, site engineer of PMC and agency at site. Slump achieved 87mm on 19.12.2025
7/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade for 1no. CC block of size 5.0x1.5x0.6m at U/S right flared out wall at sec.2-2 for 5th lift from RL-239.40m to RL-240.00m is in progress in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 76mm on 19.12.2025
8/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade for 1no. CC block of size 5.0x1.5x0.6m at U/S right flared out wall at sec.2-2 for 5th lift from RL-239.40m to RL-240.00m is in progress in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 76mm on 19.12.2025
9/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of stoplog & main gate grooves sill beam at bay-7 (barrage bay no.5) block-1 is in progress in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 74mm on 19.12.2025
10/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of stoplog & main gate grooves sill beam at bay-7 (barrage bay no.5) block-1 is in progress in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 74mm on 19.12.2025
11/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade at D/S right flank wall for 3rd lift from RL-235.35m to RL-236.65m is in progress through concrete pump in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency,ISS Nandgaon. Slump achieved 83mm on 19.12.2025
12/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade at D/S right flank wall for 3rd lift from RL-235.35m to RL-236.65m is in progress through concrete pump in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency,ISS Nandgaon. Slump achieved 83mm on 19.12.2025
13/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.2 & 3 of bay no.3 for 3rd lift is in progress in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency,ISS Nandgaon. Slump achieved 78mm on 19.12.2025
14/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.2 & 3 of bay no.3 for 3rd lift is in progress in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency,ISS Nandgaon. Slump achieved 78mm on 19.12.2025
15/100
Instream Storage Structure, Nandagaon
Columns bracing welding work under progress on 19.12.2025
16/100
Instream Storage Structure, Nandagaon
Reinforcement binding & Shuttering of pier cap at pier no.9, Block-2 is in progress on 19.12.2025
17/100
Integrated Barrage across river Kochila and across river Baitarini
Divide wall-1 casting (from level 5.2m to 6.65m) in progress at Baitarani ISS Project-20.12.2025
18/100
Instream Storage Structure Across Mahanadi at Choudhrygada and across Paika at Tikhiri
PMC MBBS chandikhol visited Chaudhary gada and Tikhiri ISS project today to monitor and expedite the progress of work. Detailed discussions were held at site with the Agency -20.12.2025
19/100
UGPL, Right Lower Suktel Canal Division
Bermad fitting installation work is in progress of OCS NO-0213115-C01B at village Junapadar.
20/100
UGPL, Right Lower Suktel Canal Division
OCS chamber door fixing work is in progress of OCS NO-0213053-C03A at village Bijabahali in presence of PMC team.
21/100
UGPL, Right Lower Suktel Canal Division
Internal drain type 01 inside plastering work is in progress at Pump House in presence of PMC team.
22/100
UGPL, Right Lower Suktel Canal Division
Stone pitching work is in progress of external drain type 03 of Pump House in presence of PMC team.
23/100
UGPL, Left Lower Suktel Canal Division
OMS fitting work is in progress at LO4B (LM-1) near village Kushmel in presence of PMC team.
24/100
UGPL, Left Lower Suktel Canal Division
Internal drainage-2 wall concrete pouring work is in progress at Pump House in presence of PMC team.
25/100
UGPL, Left Lower Suktel Canal Division
Slump test is in progress for drainage-2 wall concrete pouring at Pump House in presence of PMC team.
26/100
Instream Storage Structure, KansariGanda
Curing continuing at site.
27/100
Instream Storage Structure, KansariGanda
Curing continuing at site.
28/100
Instream Storage Structure, KansariGanda
Slump test and cube cast at site in presence of Geologist and Irr. Eng. Expert along with Site engineer PMC.
29/100
Instream Storage Structure, KansariGanda
Slump test and cube cast at site in presence of Geologist and Irr. Eng. Expert along with Site engineer PMC.
30/100
Instream Storage Structure, KansariGanda
Slump test and cube cast at site in presence of Geologist and Irr. Eng. Expert along with Site engineer PMC.
31/100
Instream Storage Structure, KansariGanda
Visit of QA&QC Expert along with Site engineer and Mechanical team of PMC to the ISS site. Inspected the overall progress of work, 1. Pier No 5 lift no 5, 2nd layer Casting with M25A20 grade concrete, 2. Abutment Counter fort, Fish Pass, Pier No 4, Double Pier Reinforcement Binding & Shuttering, 3. Diaphragm Wall Reinforcement Binding, 4. D/S area Preparation for Diaphragm Wall n Guide Wall, 5. Test Pile No 1digging nearing completion.
32/100
Instream Storage Structure, KansariGanda
Visit of QA&QC Expert along with Site engineer and Mechanical team of PMC to the ISS site. Inspected the overall progress of work, 1. Pier No 5 lift no 5, 2nd layer Casting with M25A20 grade concrete, 2. Abutment Counter fort, Fish Pass, Pier No 4, Double Pier Reinforcement Binding & Shuttering, 3. Diaphragm Wall Reinforcement Binding, 4. D/S area Preparation for Diaphragm Wall n Guide Wall, 5. Test Pile No 1digging nearing completion.
33/100
Instream Storage Structure, KansariGanda
Visit of QA&QC Expert along with Site engineer and Mechanical team of PMC to the ISS site. Inspected the overall progress of work, 1. Pier No 5 lift no 5, 2nd layer Casting with M25A20 grade concrete, 2. Abutment Counter fort, Fish Pass, Pier No 4, Double Pier Reinforcement Binding & Shuttering, 3. Diaphragm Wall Reinforcement Binding, 4. D/S area Preparation for Diaphragm Wall n Guide Wall, 5. Test Pile No 1digging nearing completion.
34/100
Instream Storage Structure, KansariGanda
Visit of QA&QC Expert along with Site engineer and Mechanical team of PMC to the ISS site. Inspected the overall progress of work, 1. Pier No 5 lift no 5, 2nd layer Casting with M25A20 grade concrete, 2. Abutment Counter fort, Fish Pass, Pier No 4, Double Pier Reinforcement Binding & Shuttering, 3. Diaphragm Wall Reinforcement Binding, 4. D/S area Preparation for Diaphragm Wall n Guide Wall, 5. Test Pile No 1digging nearing completion.
35/100
Instream Storage Structure, KansariGanda
Visit of QA&QC Expert along with Site engineer and Mechanical team of PMC to the ISS site. Inspected the overall progress of work, 1. Pier No 5 lift no 5, 2nd layer Casting with M25A20 grade concrete, 2. Abutment Counter fort, Fish Pass, Pier No 4, Double Pier Reinforcement Binding & Shuttering, 3. Diaphragm Wall Reinforcement Binding, 4. D/S area Preparation for Diaphragm Wall n Guide Wall, 5. Test Pile No 1digging nearing completion.
36/100
Instream Storage Structure, Dhanei
Visit of DyTL, QA/QC expert along with Site Engineer of PMC to the ISS site. Inspected overall progress of work at site.
37/100
Instream Storage Structure, Dhanei
Visit of DyTL, QA/QC expert along with Site Engineer of PMC to the ISS site. Inspected overall progress of work at site.
38/100
UGPL, Left Lower Suktel Canal Division
1Ha. outlet point extension work is in progress at Rm-9 Ro-174A near village Sujia.
39/100
UGPL, Left Lower Suktel Canal Division
Joint verification work is in progress for HDPE pipe line of OMS point and outlet points of LO-18B(LM-1) at village Kushang in presence of PMC team.
40/100
UGPL, Left Lower Suktel Canal Division
OMS Valve fitting work is in progress at LO-4A, LM-1, Zone-1, near village Kusmel.
41/100
UGPL, Left Lower Suktel Canal Division
Subgrade soli competition work is in progress of internal road at Pump House.
42/100
UGPL, Left Lower Suktel Canal Division
OMS manifold fitting is in progress with outlet line at RO-244B, RM-13, near village Kusang.
43/100
Instream Storage Structure Across Bheden near village Saida
P- 5 , cap portion reinforcement bar bar work is going on
44/100
Instream Storage Structure Across Bheden near village Saida
Slump value - 80
Design value - 97.6
45/100
Instream Storage Structure Across Bheden near village Saida
L.H.S D/S Flared out wall Casting before photo . Area is ready for concrete in presence of JE
46/100
Instream Storage Structure Across Bheden near village Saida
P-3 to P-4 between mid portion Deck slab staging work is in progress .
47/100
Instream Storage Structure Across Bheden near village Saida
Cleaning work progress in LHS under sluice sill beam portion
48/100
Instream Storage Structure Across Bheden near village Saida
Shuttering work progress in LHS u/s flared out wall step-3
RL - 215.200 to 215.800
49/100
Instream Storage Structure, Budharaja
Slump Value: 65mm.
50/100
Instream Storage Structure, Budharaja
Slump Value: 60mm.
51/100
Instream Storage Structure, Budharaja
checked supporting bars and alignment of shuttering work in RHS D/S flared-out wall, 8th step. RL- 209.300 to 209.900 Now the area is ready for concrete casting M20 A20. So recommended for the purpose. Approved by AEE sir SID Sambalpur in the presence of JE sir.
52/100
Instream Storage Structure, Budharaja
2nd Stage Shuttering (Gate Groove) Work is in Progress at RHS Divided Wall.
53/100
Instream Storage Structure, Budharaja
2nd Stage Shuttering (Gate Groove) Work is in Progress at Pier No:7.
54/100
Instream Storage Structure, Budharaja
Shuttering and Reinforcement Work is in Progress at Staff Quarter Slab.
55/100
Instream Storage Structure, Budharaja
View showing flow of river from D/S
56/100
Instream Storage Structure, Kopsinga
Development commissioner cum Addl Chief Secretary visited ISS Kopasinga .
57/100
Instream Storage Structure, Kopsinga
Development commissioner cum Addl. chief secretary visited ISS Kopasinga. Collector &:DM Sundargarh, CE & BM Mahanadi Basin along with other Departmental officers, PMC team & representatives of the Agency were present. Instructed to complete the Balance work by March 2026.
58/100
Instream Storage Structure, Kopsinga
Pier no -1-2 Span Deck slab shuttering work
59/100
Instream Storage Structure, Kopsinga
RHS U/S Divided wall 6th lift shuttering work
60/100
Instream Storage Structure, Kopsinga
Cube test..
61/100
Instream Storage Structure, Gochara
Water curing on plinth beam staff quarter.
62/100
Instream Storage Structure, Gochara
View showing flow of river from D/S
63/100
Instream Storage Structure, Khirasasan
LHS d/s Flared out wall 16th lift shuttering work is under progress
64/100
Instream Storage Structure, Khirasasan
RHS D/s Flared out wall 6th step shuttering work is under progress.
65/100
Instream Storage Structure, Khirasasan
LHS Divide wall Hoist portion shuttering work is under progress
66/100
Instream Storage Structure, Khirasasan
LHS ABUTMENT HOIST PORTION SHUTTERING WORK IS UNDER PROGRESS
67/100
Instream Storage Structure, Khirasasan
View showing flow of river from U/S to D/S
68/100
Instream Storage Structure, Kudabega
Development commissioner cum Addl. Chief Secretary visited ISS Kudabaga. Collector & DM , Sundargarh, CE & BM Mahanadi Basin along with other Departmental officers, PMC team & representatives of the Agency were present. Instructed to complete the Balance work by end of February 2026.
69/100
Instream Storage Structure, Kudabega
Development commissioner cum Addl. Chief Secretary visited ISS Kudabaga. Collector & DM , Sundargarh, CE & BM Mahanadi Basin along with other Departmental officers, PMC team & representatives of the Agency were present. Instructed to complete the Balance work by end of February 2026.
70/100
Instream Storage Structure, Kudabega
Casting of us flank wall
71/100
Instream Storage Structure, Kudabega
Casting of us flank wall
72/100
Instream Storage Structure, Kudabega
Slump 80mm
73/100
Instream Storage Structure, Kudabega
Slump 80mm of RHS us flank wall
74/100
Instream Storage Structure, Kudabega
Casting of Handrailing post of span 10
75/100
Instream Storage Structure, Kudabega
Span 10 slump 80mm of hand railing post
76/100
Instream Storage Structure, Kudabega
Slump 80mm of deck strip Expansion joint, span 13
77/100
Instream Storage Structure, Kudabega
Casting of seal Beam Span 13
78/100
Instream Storage Structure, Kudabega
Slump 80mm of span 13 Bottom seal Beam
79/100
Instream Storage Structure, Kudabega
ISS Kudabaga - Service gate's or Barrage gate's Installation work is in progress at Span no - 17
80/100
Instream Storage Structure, Kudabega
ISS Kudabaga - Hoist bridge's single girder's work is in progress
81/100
Instream Storage Structure, Kudabega
ISS Kudabaga - Hoist bridge's 26th & 27 platform assembly work is in progress
82/100
Instream Storage Structure, Kudabega
ISS Kudabaga - Trestle or Column's work is in progress
83/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Cube casting for RHS Gravity floor done in presence of Client & PSS Team.
84/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Slump testing M20A20 (Value 90 mm) of RHS Gravity floor done in presence of Client & PSS Team.
85/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Concreting M20A20 of RHS Gravity floor is under progress in presence of Client & PSS Team.
86/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Binding of reinforcement for Middle Pier, 3rd lift is under progress.
87/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Binding of reinforcement for Counterfort Abutment wall is under progress.
88/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Cube casting for LHS Gravity floor done in presence of Client & PSS Team.
89/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Slump testing M20A20 (Value 85 mm) of LHS Gravity floor done in presence of Client & PSS Team.
90/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Concreting M20A20 of LHS Gravity floor is completed in presence of Client & PSS Team.
91/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Shuttering of LHS Divide wall, 4th lift is under progress.
92/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Cleaning of RHS Raft is under progress.
93/100
Instream Storage Structure, Khalpal
Slump testing M35A20 (Value 90 mm) of Girder No-5 done in presence of Client & PSS Team.
94/100
Instream Storage Structure, Khalpal
Concreting M35A20 of Girder No-5 is under progress in presence of Client & PSS Team.
95/100
Instream Storage Structure, Khalpal
Engineer-in-Chief, Planning & Design, Department of Water Resources (DoWR) with C.E & BM, Brahmani Basin Samal visited and inspect the ISS Construction Site in presence of A.E.E & A.E, AID and C.M.E, I.E.E, QA & QC Expert, Geologist of PSS team along with representative of EPC Agency.
96/100
Instream Storage Structure, KansariGanda
Curing continuing at site.
97/100
Instream Storage Structure, KansariGanda
Slump test and cube cast at site in presence of Geologist and Irr. Eng. Expert along with Site engineer PMC.
98/100
Instream Storage Structure, KansariGanda
Slump test and cube cast at site in presence of Geologist and Irr. Eng. Expert along with Site engineer PMC.
99/100
Instream Storage Structure, KansariGanda
Visit of QA&QC Expert along with Site engineer and Mechanical team of PMC to the ISS site. Inspected the overall progress of work, 1. There are 8 numbers of Butt Joints planned on skin plates with 1.50 Mtr width structural steel plates. Instructions given to the agency on NDT requirement of RT, UT and DPT tests as per Approved QAP Quality Assurance Plan and Witness points requirement. 2. QAP, supporting documents and dimensional reports should be submitted by the agency on fabricated items. The Raw material test reports should be submitted as per Approved QAP, Pier 5 5th lift concrete work progress.
100/100
Instream Storage Structure, KansariGanda
Visit of QA&QC Expert along with Site engineer and Mechanical team of PMC to the ISS site. Inspected the overall progress of work, 1. There are 8 numbers of Butt Joints planned on skin plates with 1.50 Mtr width structural steel plates. Instructions given to the agency on NDT requirement of RT, UT and DPT tests as per Approved QAP Quality Assurance Plan and Witness points requirement. 2. QAP, supporting documents and dimensional reports should be submitted by the agency on fabricated items. The Raw material test reports should be submitted as per Approved QAP, Pier 5 5th lift concrete work progress.
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