1/100
Instream Storage Structure, Dhanei
Visit of Add. CE of RB Basin, Berhampur, AEE & AE of dept., Dy. Team Leader, QA/QC Expert and HM Expert along with Site Engineers of PMC to the ISS site and review the progress of work. Inspection made to the up-to-date executed works and flood embankment & building work and following observations made on Hydro Mechanical equipment progress: 1. Checked Sill Beams placement in Barrage Bay 2-Service and Stop log gate grooves. The placement is done as per Approved Drawing. 2. Handed over the painting specification to the agency. 3. The HM Equipment erection planning is discussed and will be updated as per the requirement.
2/100
Instream Storage Structure, Dhanei
Visit of Add. CE of RB Basin, Berhampur, AEE & AE of dept., Dy. Team Leader, QA/QC Expert and HM Expert along with Site Engineers of PMC to the ISS site and review the progress of work. Inspection made to the up-to-date executed works and flood embankment & building work and following observations made on Hydro Mechanical equipment progress: 1. Checked Sill Beams placement in Barrage Bay 2-Service and Stop log gate grooves. The placement is done as per Approved Drawing. 2. Handed over the painting specification to the agency. 3. The HM Equipment erection planning is discussed and will be updated as per the requirement.
3/100
Instream Storage Structure, KansariGanda
Curing continuing at site.
4/100
Instream Storage Structure, KansariGanda
Visit of AEE,AE and IRR. Eng. Expert along with Site Eng. PMC to the ISS site. Inspected the counter-fort cum left abutment concreting and Pouring of concrete started at pile number 24.
5/100
Instream Storage Structure, KansariGanda
Visit of AEE,AE and IRR. Eng. Expert along with Site Eng. PMC to the ISS site. Inspected the counter-fort cum left abutment concreting and Pouring of concrete started at pile number 24.
6/100
Instream Storage Structure, KansariGanda
Visit of AEE,AE and IRR. Eng. Expert along with Site Eng. PMC to the ISS site. Inspected the counter-fort cum left abutment concreting and Pouring of concrete started at pile number 24.
7/100
Instream Storage Structure, KansariGanda
Visit of AEE,AE and IRR. Eng. Expert along with Site Eng. PMC to the ISS site. Inspected the counter-fort cum left abutment concreting and Pouring of concrete started at pile number 24.
8/100
Instream Storage Structure, KansariGanda
Visit of AEE,AE and IRR. Eng. Expert along with Site Eng. PMC to the ISS site. Inspected the counter-fort cum left abutment concreting and Pouring of concrete started at pile number 24.
9/100
Instream Storage Structure, KansariGanda
Visit of AEE,AE and IRR. Eng. Expert along with Site Eng. PMC to the ISS site. Inspected the counter-fort cum left abutment concreting and Pouring of concrete started at pile number 24.
10/100
Instream Storage Structure, KansariGanda
Bentonite slurry density checked at site. Density- 1.15 gm.
11/100
Instream Storage Structure, KansariGanda
Bentonite slurry viscosity checked at site. Viscosity- 150 sec
12/100
Instream Storage Structure, Gudvella
Casting of concrete under progress through chute at right side u/s flard out wall from RL153.40m to 154.00m for 9th lift PCC M20A20 lift PCC M20A20 grade in the presence of Dept JE, site engineers of PMC n agency foreman. The slump test value is 74mm on 28.01.2026
13/100
Instream Storage Structure, Gudvella
Casting of concrete under progress through chute at right side u/s flard out wall from RL153.40m to 154.00m for 9th lift PCC M20A20 lift PCC M20A20 grade in the presence of Dept JE, site engineers of PMC n agency foreman. The slump test value is 74mm on 28.01.2026
14/100
Instream Storage Structure, Gudvella
Casting of concrete under progress through chute at right side D/s flard out wall from RL154.00m to 154.60m for 10th lift PCC M20A20 grade in the presence of Dept JE, site engineers of PMC n agency foreman. The slump test value is 70mm on 28.01.2026
15/100
Instream Storage Structure, Gudvella
Casting of concrete under progress through chute at right side D/s flard out wall from RL154.00m to 154.60m for 10th lift PCC M20A20 grade in the presence of Dept JE, site engineers of PMC n agency foreman. The slump test value is 70mm on 28.01.2026
16/100
Instream Storage Structure, Gudvella
Column assembly work under progress as per approval drawing on 28.01.2026
17/100
Instream Storage Structure, Gudvella
Column assembly work under progress as per approval drawing on 28.01.2026
18/100
Instream Storage Structure, Gudvella
Column assembly work under progress as per approval drawing on 28.01.2026
19/100
Instream Storage Structure, Gudvella
Shuttering work at right side u/s & d/s flared out wall under progress on 28.01.2026
20/100
Instream Storage Structure, Gudvella
Shuttering work at right side u/s & d/s flared out wall under progress on 28.01.2026
21/100
Instream Storage Structure, Gudvella
Reinforcement work at right side D/s wing wall for 5th lift RCC is under progress on 28.01.2026
22/100
Instream Storage Structure, Gudvella
Reinforcement work at right Abutment A2 for 8th lift RCC is under progress on 28.01.2026
23/100
Instream Storage Structure, Gudvella
Shuttering work at right side D/s flank wall for 6th lift RCC is under progress on 28.01.2026
24/100
Instream Storage Structure, Gudvella
Reinforcement work at right side u/s flank wall for 8th lift RCC is under progress on 28.01.2026
25/100
Instream Storage Structure, Gudvella
Erection of pylon at deck slab no 10 in between P9 & A2 is under progress on 28.01.2026
26/100
Instream Storage Structure, Gudvella
Reinforcement work of plinth beam at building area is under progress on 28.01.2026
27/100
Instream Storage Structure, Gudvella
Roller track and guide installation work at barrage bay 8 is under progress on 28.01.2026
28/100
Instream Storage Structure, Gudvella
Roller track and guide installation work at barrage bay 8 is under progress on 28.01.2026
29/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.6 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 77mm on 28.01.2026
30/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.6 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 77mm on 28.01.2026
31/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade of 3nos. C.C blocks at U/S right flared out wall i.e. 1no. at sec.5-5 for 7th lift upto RL-240.00m, 1no. from sec.4-4 to 5-5 for 8th lift upto RL-240.60 & 1no. from sec.2-2 to sec.4-4 for 8th lift 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 74mm on 28.01.2026
32/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade of 3nos. C.C blocks at U/S right flared out wall i.e. 1no. at sec.5-5 for 7th lift upto RL-240.00m, 1no. from sec.4-4 to 5-5 for 8th lift upto RL-240.60 & 1no. from sec.2-2 to sec.4-4 for 8th lift 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 74mm on 28.01.2026
33/100
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. 6 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 28.01.2026
34/100
Instream Storage Structure, Nandagaon
• 3. The casting of CC blocks at following area have been checked in presence of PM, EPC agency, Site Engineers of PMC & EPC Agency:
(i) 3Nos. CC block at U/S right Flared out wall i.e 1no. of size 2.45x1.5x0.6m from at sec.5-5 for 7th lift upto RL-240.0m and 1no. of size 4.45x1.5x0.6m from sec.4-4 to sec. 5-5 for 8th lift upto RL-240.60m and 1no. of size 6.0x1.5x0.6m from sec.2-2 to sec.4-4 for 8th upto RL-241.20m lift 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 28.01.2026
35/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at bay-6 of Pier no.5 for 5th lift 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 28.01.2026
36/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at bay-6 of Pier no.5 for 5th lift 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 28.01.2026
37/100
Instream Storage Structure, Nandagaon
• 2.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 5th 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 28.01.2026
38/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at bay-5 of Pier no.4 for 8th lift 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 28.01.2026
39/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at bay-5 of Pier no.4 for 8th lift 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 28.01.2026
40/100
Instream Storage Structure, Nandagaon
• 1. 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 for 8th 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 28.01.2026
41/100
Instream Storage Structure, Nandagaon
Trestle fitup and assembly Arc welding under progress on 28.01.2026
42/100
Instream Storage Structure, Nandagaon
All 12 nos of barrage bay gate lifting hook fit-up, guide shoe and welding under progress on 28.01.2026
43/100
Instream Storage Structure, Nandagaon
De-Shuttering & Shuttering for CC blocks at D/S left flared out wall Block-1 is under progress on 28.01.2026
44/100
Instream Storage Structure, Nandagaon
Shuttering for 2nd stage concrete at pier no.-5&6, bay-6, Block-1 is in progress on 28.01.2026
45/100
Instream Storage Structure, Nandagaon
Shuttering for CC blocks at U/S right flared out wall Block-2 is in progress on 28.01.2026
46/100
Instream Storage Structure, Nandagaon
Reinforcement binding & shuttering at right abutment, Block-2 is in progress on 28.01.2026
47/100
Instream Storage Structure, Nandagaon
Reinforcement binding & shuttering at D/S right flared out wall Cut-off, Block-2 is under progress on 28.01.2026
48/100
Instream Storage Structure, KansariGanda
Visit of Add. CE of RB Basin, Berhampur, AEE & AE of dept. and IRR. Eng. Expert along with Site Engineers of PMC to the ISS site and review the progress of work, Counter ford wall U/S Zone 1 to 4 Concreting, Slump cone test conducted at site, Cube cast at site and instructed to start the remaining Diaphragm Wall work soon and expedite the other works too.
49/100
Instream Storage Structure, KansariGanda
Visit of Add. CE of RB Basin, Berhampur, AEE & AE of dept. and IRR. Eng. Expert along with Site Engineers of PMC to the ISS site and review the progress of work, Counter ford wall U/S Zone 1 to 4 Concreting, Slump cone test conducted at site, Cube cast at site and instructed to start the remaining Diaphragm Wall work soon and expedite the other works too.
50/100
Instream Storage Structure, KansariGanda
Visit of Add. CE of RB Basin, Berhampur, AEE & AE of dept. and IRR. Eng. Expert along with Site Engineers of PMC to the ISS site and review the progress of work, Counter ford wall U/S Zone 1 to 4 Concreting, Slump cone test conducted at site, Cube cast at site and instructed to start the remaining Diaphragm Wall work soon and expedite the other works too.
51/100
Instream Storage Structure, KansariGanda
Visit of Add. CE of RB Basin, Berhampur, AEE & AE of dept. and IRR. Eng. Expert along with Site Engineers of PMC to the ISS site and review the progress of work, Counter ford wall U/S Zone 1 to 4 Concreting, Slump cone test conducted at site, Cube cast at site and instructed to start the remaining Diaphragm Wall work soon and expedite the other works too.
52/100
UGPL, Right Lower Suktel Canal Division
Excavation work is in progress for 225mm Dia HDPE pipe fixing of Butterfly Valve in between junction J-3060 to J-3139 at village Tendipali.
53/100
UGPL, Right Lower Suktel Canal Division
Scour vave100mm Dia Fixing with 350mm Dia DI pipe work is in progress in between J-3041 to J-3060 at village Sundaribhana in presence of PMC team.
54/100
Instream Storage Structure, KansariGanda
Placement of Concrete cubes in pile testing base preparation for Load test under sluice portion.
55/100
UGPL, Right Lower Suktel Canal Division
OCS chamber piping work is in progress of OCS No- 0213080-C19A at village Ganitala in presence of PMC team.
56/100
UGPL, Right Lower Suktel Canal Division
Stone pitching work is in progress of external drain of Pump House in presence of PMC team.
57/100
Integrated Barrage across river Kochila and across river Baitarini
BAITARANI -ISS Barrage bay D/s sheet pile re drive work in progress-29.01.2026
58/100
UGPL, Right Lower Suktel Canal Division
OCS chamber piping work is in progress of OCS No- 0213080- C05B at village Ganitala in presence of PMC team.
59/100
Instream Storage Structure Across Mahanadi at Choudhrygada and across Paika at Tikhiri
Site inspection by PMU and PMC- Chandikhol along with agency representatives at Choudhuri Gada ISS Project- 29.01.2026
60/100
UGPL, Left Lower Suktel Canal Division
1 Hecter Outlet fixing work is in progress of Outlet point LO-337B (Z-6269) LM-17 at village Sargad in presence of PMC team.
61/100
UGPL, Left Lower Suktel Canal Division
125mm Dia HDPE pipe jointing work and Gap closing work are in progress at J-469, RM-3 at village Katapali.
62/100
UGPL, Left Lower Suktel Canal Division
Internal Approach road base compaction work is in progress of Pump House.
63/100
UGPL, Left Lower Suktel Canal Division
Internal Approach road base levelling work is in progress of Pump House.
64/100
Integrated Barrage across river Kochila and across river Baitarini
Barrage bay middle stream sheet pile re drive work in progress.
65/100
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
66/100
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.
67/100
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.
68/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Shuttering of D/S Divide wall, 3rd lift is under progress.
69/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
De-shuttering of Middle cross cut-off is under progress.
70/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Binding of reinforcement for D/S Wing wall, Raft is in Progress.
71/100
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.
72/100
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.
73/100
Instream Storage Structure, Jharbeda
Shuttering of Pier No-5 is in Progress.
74/100
Instream Storage Structure, Jharbeda
Shuttering of Pier No-6 is in Progress.
75/100
Instream Storage Structure, Jharbeda
Shuttering & binding of reinforcement for Pier No-8 Footing, 1st lift is in Progress.
76/100
Instream Storage Structure, Jharbeda
Drilling for Anchoring at RHS Abutment(A2) is in Progress.
77/100
Instream Storage Structure, Jharbeda
Cleaning of D/S Gravity floor Pier No-8 to RHS Abutment wall (A2) is under progress.
78/100
Instream Storage Structure, Jharbeda
Curing of Gravity floor is under progress.
79/100
Instream Storage Structure, Jharbeda
Dewatering under progress.
80/100
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.
81/100
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.
82/100
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.
83/100
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.
84/100
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.
85/100
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.
86/100
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.
87/100
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.
88/100
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.
89/100
Instream Storage Structure, Hamirpur
23th Girder is being lifted for fixing in the middle of 22th Span at Block No-4.
90/100
Instream Storage Structure, Hamirpur
22th Girder is being lifted for fixing in the middle of 22th Span at Block No-4.
91/100
Instream Storage Structure, Hamirpur
21th Girder is being lifted for fixing in the middle of 23th Span at Block No-4.
92/100
Instream Storage Structure, Hamirpur
20th Girder is being lifted for fixing in the middle of 23th Span at Block No-4.
93/100
Instream Storage Structure, Hamirpur
19th Girder is being lifted for fixing in the middle of 23th Span at Block No-4.
94/100
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.
95/100
Instream Storage Structure, Hamirpur
Hoist bridge platform assembly girder's butt joint welding work is in progress.
96/100
Instream Storage Structure, Hamirpur
Double pier hoist bridge platform assembly No-4 fixing work is in progress.
97/100
Instream Storage Structure, Hamirpur
Cleaning of reinforcement for D/S End sill at Block No-2 is under progress by Sand blasting method.
98/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-13, 6th lift at Block No-2 is under progress.
99/100
Instream Storage Structure, Hamirpur
Shuttering & Binding of reinforcement for Pier No-14, 10th lift at Block No-3 is under progress.
100/100
Instream Storage Structure Across Mahanadi at Choudhrygada and across Paika at Tikhiri
Steel cutting, bending, binding work is in progress.
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