GOVERNMENT OF ODISHA

DEPARTMENT OF WATER RESOURCES

PMIS for ISS/MMIPs/UGPL Projects

Total No of Schemes – 53 nos ( ISS-46, MMIPs-6, UGPL-1 )
1/100
Integrated Barrage across river Kochila and across river Baitarini
Abutment wall Casting form level 9.5 to 10.9 work in progress at Baitarani ISS Project- 30.12.2025
2/100
Instream Storage Structure Across Mahanadi at Choudhrygada and across Paika at Tikhiri
• Upstream cut off at Right side under-sluice divide wall 5.950 mtr length sheet piles driving work in progress at TIKHIRI-ISS project-30.12.2025
3/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Shuttering of Middle -pier, 3rd lift is under process.
4/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Binding of reinforcement for D/S Divide wall, Raft is under process.
5/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Binding of reinforcement for Abutment counterfort, 3rd lift is under process.
6/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Cleaning of reinforcement for RHS Raft by sand blasting method is under progress.
7/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Binding of reinforcement for LHS D/S Divide wall, footing is under process.
8/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Shuttering & binding of reinforcement for LHS Counterfort & Abutment wall, 4th lift is under process.
9/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Shuttering of LHS Double pier, 1st lift is under process.
10/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Cleaning of RHS Raft area is under process.
11/100
Instream Storage Structure, Jharbeda
Curing of Pier No-5, 4th lift is under process.
12/100
Instream Storage Structure, Jharbeda
Slump testing M25A20 (Value 85 mm) of Pier No-6, 3rd lift done in presence of Client & PSS Team.
13/100
Instream Storage Structure, Jharbeda
Concreting M25A20 of Pier No-6, 3rd lift is under progress in presence of Client & PSS Team.
14/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 90 mm) of Pier No-22, 10th lift at Block No-4 done in presence of Client & PSS Team.
15/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-22, 10th lift at Block No-4 is under progress in presence of Client & PSS Team.
16/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 85 mm) of Pier no-10, 9th lift at Block No-2 done in presence of Client & PSS Team.
17/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier no-10, 9th lift at Block No-2 is under progress in presence of Client & PSS Team.
18/100
Instream Storage Structure, Hamirpur
A meeting was held with Planning and scheduling Expert, PMU in presence of Dy. TL, Irrigation Engineer Expert and QA&QC Expert of PSS team along with A.E.E, A.E, RID and EPC Agency regarding discussion on Work Programme & Progress of the work.
19/100
Instream Storage Structure, Hamirpur
Site inspected by Planning and scheduling Expert, PMU in presence of Dy. TL, Irrigation Engineer Expert and QA&QC Expert of PSS team with A.E.E, A.E, RID and discuss with EPC Agency about Work Programme & Progress of work.
20/100
Instream Storage Structure, Hamirpur
Gear box,EM brake and motor fixing work is in progress of C.D.U assembly.
21/100
Instream Storage Structure, Hamirpur
Gear box assembly frame marking work is in progress.
22/100
Instream Storage Structure, Hamirpur
Testing of Compressive M25A20 (Strength is 30.60/mm2 for 28 days) of Pier No-17, 8th lift and (Strength is 30.77/mm2 for 28 days) of Pier No-24, 13th lift and M15A40 (Strength is 13.48/mm2 for 07 days) of U/S Flared wall, 2nd lift and M25A20 (Strength is 21.48/mm2 for 07 days) of Pier No-31, 11th lift and (Strength is 21.04/mm2 for 28 days) of Pier No-17, 12th lift has done in presence of Client & PSS team.
23/100
Instream Storage Structure, Hamirpur
Cleaning of reinforcement for Pier No-8, 9th lift is under progress by Sand blasting method.
24/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-8, 9th lift is under progress.
25/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-22, 10th lift is under progress.
26/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-20, 9th lift is under progress.
27/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-19, 6th lift is under progress.
28/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-18, 14th lift is under progress.
29/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-11, 5th lift is under progress.
30/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-10, 9th lift is under progress.
31/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-9, 8th lift is under progress.
32/100
Instream Storage Structure, Khalpal
Testing of Compressive M35A20 (Strength is 32.06/mm2 for 07 days) of Girder No-8 has done in presence of Client & PSS team.
33/100
Instream Storage Structure, Khalpal
Slump testing M25A20 (Value 170 mm) of D/S Barrage bay Panel No-17 done in presence of Client & PSS Team.
34/100
Instream Storage Structure, Khalpal
Concreting M25A20 of D/S Barrage bay Panel No-17 done in presence of Client & PSS Team.
35/100
Instream Storage Structure, Khalpal
Slump testing M20A40 (Value 65 mm) C.C Blocks done in presence of Client & PSS Team.
36/100
Instream Storage Structure, Khalpal
Casting of C.C Block (M20A40) is under progress in presence of Client & PSS Team.
37/100
Instream Storage Structure, Jakameripalli
Visit of DyTL, Hydomechanical expert and site engineer to Jakameripalli ISS site and inspected the yearly maintenance works like maintenance of gates,gate hoist arrangment, gate motors, electrical equipments and civil works like repacking of disturbed slope packings etc.
38/100
Instream Storage Structure, Jakameripalli
Visit of DyTL, Hydomechanical expert and site engineer to Jakameripalli ISS site and inspected the yearly maintenance works like maintenance of gates,gate hoist arrangment, gate motors, electrical equipments and civil works like repacking of disturbed slope packings etc.
39/100
Instream Storage Structure, Dholapita
Today i.e. 08.12.25 SE,SDO,JE of Department and DTL,Irr Engg Expert,QC/QA Expert,Social Developmental Expert,Site Engineer of PMC visited Dholapita lSS Structure. The following observations are made during the inspection. 1.Right Side Approach Road Construction work is continuing. 2.Both Sides u/s Afflux Bund work is in progress. 3.Instructed the agency's staff to execute the remaining works of the lSS Structure as well as O/M Building without further delay so as to go for commissioning of the Project..
40/100
Instream Storage Structure, Dholapita
Today i.e. 08.12.25 SE,SDO,JE of Department and DTL,Irr Engg Expert,QC/QA Expert,Social Developmental Expert,Site Engineer of PMC visited Dholapita lSS Structure. The following observations are made during the inspection. 1.Right Side Approach Road Construction work is continuing. 2.Both Sides u/s Afflux Bund work is in progress. 3.Instructed the agency's staff to execute the remaining works of the lSS Structure as well as O/M Building without further delay so as to go for commissioning of the Project..
41/100
Barrage across river Turi & Guntat
Reinforcement work of slab underway for in between R/S abutment and divide wall at Turi Barrage site.
42/100
Barrage across river Turi & Guntat
Compressive strength test of concrete cubes of grade M25A20 conducted at Field Laboratory of Turi Barrage site.
43/100
Barrage across river Turi & Guntat
Site visit of Geology expert to Guntat site with JE, PMC site engineers and Agency representatives.
44/100
Instream Storage Structure, KansariGanda
Visit of AEE, AE of Dept., Irrigation Eng. Expert along with Site engineer of PMC to the ISS site. Inspected the overall progress of work, Intermediate Pier no 5, 6th lift concrete pouring, Fish pass area concrete pouring in progress, D/s Flank wall guide wall marking.
45/100
Instream Storage Structure, KansariGanda
Visit of AEE, AE of Dept., Irrigation Eng. Expert along with Site engineer of PMC to the ISS site. Inspected the overall progress of work, Intermediate Pier no 5, 6th lift concrete pouring, Fish pass area concrete pouring in progress, D/s Flank wall guide wall marking.
46/100
Instream Storage Structure, KansariGanda
Visit of AEE, AE of Dept., Site engineer of PMC to the ISS site. Inspected the overall progress of work, CC block casting in progress.
47/100
Instream Storage Structure, KansariGanda
Visit of AEE, AE of Dept., Site engineer of PMC to the ISS site. Inspected the overall progress of work, CC block casting in progress.
48/100
Instream Storage Structure, KansariGanda
Visit of AEE, AE of Dept., QA&QC Expert along with Site engineer of PMC to the ISS site. Inspected the overall progress of work, LHS Barrage bay for double pier 5th lift concrete pouring, Fish pass area concrete pouring in progress, Test pile.02 in progress. Slump cone test and Cube cast at site in presence of AEE & AE of dept., Geologist and QA&QC Expert along with Site engineer PMC. Curing continuing at site. Cube test done at site.
49/100
Instream Storage Structure, KansariGanda
Visit of AEE, AE of Dept., QA&QC Expert along with Site engineer of PMC to the ISS site. Inspected the overall progress of work, LHS Barrage bay for double pier 5th lift concrete pouring, Fish pass area concrete pouring in progress, Test pile.02 in progress. Slump cone test and Cube cast at site in presence of AEE & AE of dept., Geologist and QA&QC Expert along with Site engineer PMC. Curing continuing at site. Cube test done at site.
50/100
Instream Storage Structure, KansariGanda
Visit of AEE, AE of Dept., QA&QC Expert along with Site engineer of PMC to the ISS site. Inspected the overall progress of work, LHS Barrage bay for double pier 5th lift concrete pouring, Fish pass area concrete pouring in progress, Test pile.02 in progress. Slump cone test and Cube cast at site in presence of AEE & AE of dept., Geologist and QA&QC Expert along with Site engineer PMC. Curing continuing at site. Cube test done at site.
51/100
Instream Storage Structure, KansariGanda
Visit of AEE, AE of Dept., QA&QC Expert along with Site engineer of PMC to the ISS site. Inspected the overall progress of work, LHS Barrage bay for double pier 5th lift concrete pouring, Fish pass area concrete pouring in progress, Test pile.02 in progress. Slump cone test and Cube cast at site in presence of AEE & AE of dept., Geologist and QA&QC Expert along with Site engineer PMC. Curing continuing at site. Cube test done at site.
52/100
Instream Storage Structure, KansariGanda
Visit of AEE, AE of Dept., QA&QC Expert along with Site engineer of PMC to the ISS site. Inspected the overall progress of work, LHS Barrage bay for double pier 5th lift concrete pouring, Fish pass area concrete pouring in progress, Test pile.02 in progress. Slump cone test and Cube cast at site in presence of AEE & AE of dept., Geologist and QA&QC Expert along with Site engineer PMC. Curing continuing at site. Cube test done at site.
53/100
Instream Storage Structure, KansariGanda
Visit of AEE, AE of Dept., QA&QC Expert along with Site engineer of PMC to the ISS site. Inspected the overall progress of work, LHS Barrage bay for double pier 5th lift concrete pouring, Fish pass area concrete pouring in progress, Test pile.02 in progress. Slump cone test and Cube cast at site in presence of AEE & AE of dept., Geologist and QA&QC Expert along with Site engineer PMC. Curing continuing at site. Cube test done at site.
54/100
Integrated Barrage across river Kochila and across river Baitarini
AEE of Quality Assurance Division Chandikhol, visited ISS- Baitarani in presence of PMC and representatives of Agency as well- 29.12.2025
55/100
UGPL, Left Lower Suktel Canal Division
180mm Dia HDPE pipe jointing work is in progress at J-138 of RM-2 near village Brahmanipali.
56/100
Instream Storage Structure Across Mahanadi at Choudhrygada and across Paika at Tikhiri
PMC team-Chandikhole visited ISS- Chaudhurygada today to monitor the site activities. The team discussed with the agency to expedite the work- 29.12.2025
57/100
UGPL, Right Lower Suktel Canal Division
Plantation work is in progress at turfing area inside of Pump House.
58/100
UGPL, Right Lower Suktel Canal Division
OCS fixing work is in progress of OCS no- 0213128-C11B in between J-8051 to J-8055 P-8223 at village Ranikata in presence of DoWR AE and PMC Team.
59/100
UGPL, Right Lower Suktel Canal Division
Excavation work is in progress for 75mm Dia HDPE Pipeline in between J- 7197 to J-7201 at village Pua, in presence of DoWR AE, PMC Team and L&T personal.
60/100
Instream Storage Structure, Gudvella
Cast of concrete 4th lift RCC M25A20 grade at right side D/s flard out wall cutoff from RL 146.75 m to 147.35 m is underprogress in the presence of Dept JE, site engineers of PMC n agency foreman at site . Slump achieved 75mm on 28.12.2025
61/100
Instream Storage Structure, Gudvella
Cast of concrete 4th lift RCC M25A20 grade at right side D/s flard out wall cutoff from RL 146.75 m to 147.35 m is underprogress in the presence of Dept JE, site engineers of PMC n agency foreman at site . Slump achieved 75mm on 28.12.2025
62/100
Instream Storage Structure, Gudvella
Casting of concrete 2nd lift RCC M25A20 grade at right side D/s wing including 5nos CF from RL 149.80M to 150.15m is underprogress in the presence of Dept JE, site engineers of PMC n agency . Slump achieved 92mm on 27.12.2025
63/100
Instream Storage Structure, Gudvella
Casting of concrete 2nd lift RCC M25A20 grade at right side D/s wing including 5nos CF from RL 149.80M to 150.15m is underprogress in the presence of Dept JE, site engineers of PMC n agency . Slump achieved 92mm on 27.12.2025
64/100
Instream Storage Structure, Gudvella
Cast of concrete 3rd lift RCC M25A20 grade at right side u/s wing including 2nos CF from RL 150.15 M to 151.50m is underprogress through pumbp in the presence of Dept JE, site engineers of PMC n agency forman at site. Slump achieved 88mm on 27.12.2026
65/100
Instream Storage Structure, Gudvella
Cast of concrete 3rd lift RCC M25A20 grade at right side u/s wing including 2nos CF from RL 150.15 M to 151.50m is underprogress through pumbp in the presence of Dept JE, site engineers of PMC n agency forman at site. Slump achieved 88mm on 27.12.2026
66/100
Instream Storage Structure, Gudvella
Cast of concrete right-side abutment, including 4 numbers of counterfort walls, of grade M25 (A20) from RL 150.15 m to RL 151.50 m (A2 – 3rd lift wall) is underprogress in the presence of Dept JE, site engineer of PMC and agency forman at site. Slump achieved 88mm on 26.12.2025
67/100
Instream Storage Structure, Gudvella
Cast of concrete right-side abutment, including 4 numbers of counterfort walls, of grade M25 (A20) from RL 150.15 m to RL 151.50 m (A2 – 3rd lift wall) is underprogress in the presence of Dept JE, site engineer of PMC and agency forman at site. Slump achieved 88mm on 26.12.2025
68/100
Instream Storage Structure, Gudvella
Cast of concrete 3rd lift RCC M25A20 grade at right side u/s flard out wall cutoff from RL 145.30m to 145.90m s under progress in the presence of Dept JE, site engineer of PMC and agency forman at site. Slump achieved 87mm on 26.12.2025
69/100
Instream Storage Structure, Gudvella
Cast of concrete 3rd lift RCC M25A20 grade at right side u/s flard out wall cutoff from RL 145.30m to 145.90m s under progress in the presence of Dept JE, site engineer of PMC and agency forman at site. Slump achieved 87mm on 26.12.2025
70/100
Instream Storage Structure, Gudvella
Cast of concrete 17th lift PCC M20A20 grade at left side D/s flard out wall from sec 1-1 to 4-4 with RL 158.20m to 158.80m is under progress in the presence of Dept JE, site engineer of PMC and agency forman at site. Slump achieved 71mm on 26.12.2025
71/100
Instream Storage Structure, Gudvella
Cast of concrete 17th lift PCC M20A20 grade at left side D/s flard out wall from sec 1-1 to 4-4 with RL 158.20m to 158.80m is under progress in the presence of Dept JE, site engineer of PMC and agency forman at site. Slump achieved 71mm on 26.12.2025
72/100
Instream Storage Structure, Gudvella
Casting of RCC concrete of grade M25 A20 for 16 numbers of building footings is in progress through concrete pump in the presence of the Department JE, PMC Site Engineer, and Agency representatives at site. slump achieved 84mm on 26.12.2025
73/100
UGPL, Right Lower Suktel Canal Division
Excavation work is in progress for 75mm Dia HDPE Pipeline at village Tilesara in presence of DoWR AE, PMC Team and L&T personal.
74/100
Instream Storage Structure, Gudvella
Casting of RCC concrete of grade M25 A20 for 16 numbers of building footings is in progress through concrete pump in the presence of the Department JE, PMC Site Engineer, and Agency representatives at site. slump achieved 84mm on 26.12.2025
75/100
Instream Storage Structure, Gudvella
Shuttering at right side abutment A2 including 4nos CF for 3rd lift RCC is in progress on 26.12.2025
76/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of stoplog & main gate grooves sill beam at bay-8 (barrage bay no.6) block-2 is in progress in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 75mm on 28.12.2025
77/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of stoplog & main gate grooves sill beam at bay-8 (barrage bay no.6) block-2 is in progress in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 75mm on 28.12.2025
78/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade at D/S right flank wall for 5th lift from RL-237.95m to RL-239.25m is in progress through concrete pump in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 87mm on 28.12.2025
79/100
UGPL, Right Lower Suktel Canal Division
Inside plastering work is in progress of internal drain at Pump House.
80/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade at D/S right flank wall for 5th lift from RL-237.95m to RL-239.25m is in progress through concrete pump in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 87mm on 28.12.2025
81/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.3 of bay no.3 for 5th lift is in progress in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 76mm on 28.12.2025
82/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.3 of bay no.3 for 5th lift is in progress in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 76mm on 28.12.2025
83/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.2 of bay no.3 for 5th lift is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 75mm on 28.12.2025
84/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.2 of bay no.3 for 5th lift is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 75mm on 28.12.2025
85/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade for 1no. of CC block of size 5.0x1.5x0.6m at U/S right flared out wall at sec. 2-2 for 7th lift upto RL-241.60m is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 73mm on 28.12.2025
86/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade for 1no. of CC block of size 5.0x1.5x0.6m at U/S right flared out wall at sec. 2-2 for 7th lift upto RL-241.60m is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 73mm on 28.12.2025
87/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M15A20 grade at U/S right flared out wall from sec.1-1 to sec.2-2 for 12th lift from RL-240.60m to RL-241.20m is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 71mm on 28.12.2025
88/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M15A20 grade at U/S right flared out wall from sec.1-1 to sec.2-2 for 12th lift from RL-240.60m to RL-241.20m is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 71mm on 28.12.2025
89/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade at Pier no.11 for Pier cap from RL-245.10m to RL-245.40m is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency . Slump achieved 88mm on 28.12.2025
90/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade at Pier no.11 for Pier cap from RL-245.10m to RL-245.40m is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency . Slump achieved 88mm on 28.12.2025
91/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade at Pier no.11 for 10th lift at U/S side and 11th lift at D/S side from RL-244.50m to RL-245.10m (Pier cap bottom) is in progress through concrete pump in presence of PM, EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 87mm on 28.12.2025
92/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade at Pier no.11 for 10th lift at U/S side and 11th lift at D/S side from RL-244.50m to RL-245.10m (Pier cap bottom) is in progress through concrete pump in presence of PM, EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 87mm on 28.12.2025
93/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.5 of bay no.6 for 1st lift is in progress in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 75mm on 28.12.2025
94/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.5 of bay no.6 for 1st lift is in progress in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 75mm on 28.12.2025
95/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of stoplog & main gate grooves sill beam at bay-8 (barrage bay no.6) block-2 is in progress in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 75mm on 27.12.2025
96/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of stoplog & main gate grooves sill beam at bay-8 (barrage bay no.6) block-2 is in progress in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 75mm on 27.12.2025
97/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade at D/S right flank wall for 5th lift from RL-237.95m to RL-239.25m is in progress through concrete pump in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 87mm on 27.12.2025
98/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade at D/S right flank wall for 5th lift from RL-237.95m to RL-239.25m is in progress through concrete pump in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 87mm on 27.12.2025
99/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.3 of bay no.3 for 5th lift is in progress in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 76mm on 27.12.2025
100/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.3 of bay no.3 for 5th lift is in progress in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 76mm on 27.12.2025

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