1/100
Instream Storage Structure, KansariGanda
Pier no.10 RHS pile cap reinforcement binding work in progress,
2/100
Instream Storage Structure, KansariGanda
Pier no.10 RHS pile cap reinforcement binding work in progress,
3/100
Instream Storage Structure, KansariGanda
Pier no.10 RHS pile cap reinforcement binding work in progress,
4/100
Instream Storage Structure, KansariGanda
Pier no.10 RHS pile cap reinforcement binding work in progress,
5/100
Instream Storage Structure, KansariGanda
Visit the ISS Kansariganda site by PMC team consisting of QA/QC Expert, HME, Site Engineers Civil & Mechanical - The work was completed as per requirement and points mentioned during inspection dated 14.05.2026 on Sill Beams placed in Barrage Bays number 3,4 & 5 and cleared for 2nd stage concreting in these Gate grooves Sill Beams area
6/100
Instream Storage Structure, KansariGanda
Pile cap concrete completed in presence of IRR. Eng. Expert along with Site engineer PMC.
7/100
Instream Storage Structure, KansariGanda
Pile cap concrete completed in presence of IRR. Eng. Expert along with Site engineer PMC.
8/100
Instream Storage Structure, KansariGanda
Slump cone test done at site
9/100
Instream Storage Structure, KansariGanda
Prepare for Pile cap concrete, Pier number 10 pile cap reinforcement binding progress and C C block placing D/S LHS Barrage bay & filter filling in presence of AE,AEE dept. and Site engineer PMC.
10/100
Instream Storage Structure, KansariGanda
Prepare for Pile cap concrete, Pier number 10 pile cap reinforcement binding progress and C C block placing D/S LHS Barrage bay & filter filling in presence of AE,AEE dept. and Site engineer PMC.
11/100
Instream Storage Structure, KansariGanda
Prepare for Pile cap concrete, Pier number 10 pile cap reinforcement binding progress and C C block placing D/S LHS Barrage bay & filter filling in presence of AE,AEE dept. and Site engineer PMC.
12/100
Instream Storage Structure, KansariGanda
Slump cone test done at site
13/100
Instream Storage Structure, KansariGanda
Slump cone test done at site
14/100
Instream Storage Structure, KansariGanda
Right side pier no-7 concrete pouring, Right side Pile No -168, 176 depth checked, cage lowering and concrete pouring
15/100
Instream Storage Structure, KansariGanda
Right side pier no-7 concrete pouring, Right side Pile No -168, 176 depth checked, cage lowering and concrete pouring
16/100
Instream Storage Structure, KansariGanda
Slump cone test done at site
17/100
Instream Storage Structure, KansariGanda
Right side Double pier pile cap raft cleaning by air water jet, Right side pier no-10 pile Integrity test conducted at site.
18/100
Instream Storage Structure, KansariGanda
Right side Double pier pile cap raft cleaning by air water jet, Right side pier no-10 pile Integrity test conducted at site.
19/100
Instream Storage Structure, KansariGanda
Right side Double pier pile cap raft cleaning by air water jet, Right side pier no-10 pile Integrity test conducted at site.
20/100
Instream Storage Structure, KansariGanda
Slump cone test done at site
21/100
Instream Storage Structure, KansariGanda
Visit of IRR. Eng. Expert along with site Eng. PMC. Inspected the sound checking in progress is boring, RHS Pier-6 2nd lift 2nd layer concrete pouring and Gravity floor in between RP7-RP8 bottom most layer is ready for concreting
22/100
Instream Storage Structure, KansariGanda
Visit of IRR. Eng. Expert along with site Eng. PMC. Inspected the sound checking in progress is boring, RHS Pier-6 2nd lift 2nd layer concrete pouring and Gravity floor in between RP7-RP8 bottom most layer is ready for concreting
23/100
Instream Storage Structure, KansariGanda
Visit of IRR. Eng. Expert along with site Eng. PMC. Inspected the sound checking in progress is boring, RHS Pier-6 2nd lift 2nd layer concrete pouring and Gravity floor in between RP7-RP8 bottom most layer is ready for concreting
24/100
Instream Storage Structure, KansariGanda
Visit of Irrigation
Expert of PMC. Inspected the RHS D/S flank wall panel 98 grabbing, Slump cone check and concreting.
25/100
Instream Storage Structure, KansariGanda
Visit of Irrigation
Expert of PMC. Inspected the RHS D/S flank wall panel 98 grabbing, Slump cone check and concreting.
26/100
Instream Storage Structure, KansariGanda
Visit of Irrigation
Expert of PMC. Inspected the RHS D/S flank wall panel 98 grabbing, Slump cone check and concreting.
27/100
Instream Storage Structure, KansariGanda
Visit of Irrigation
Expert of PMC. Inspected the RHS D/S flank wall panel 98 grabbing, Slump cone check and concreting.
28/100
Instream Storage Structure, KansariGanda
1 reinforcement binding of R center pier is in progress
2 shuttering of R P7, R P8 lifts are in progress
3 Grabbing of R flank wall panel number R98 is in progress
4 Pile exposed rods straightening of pile cap is in progress
29/100
Instream Storage Structure, KansariGanda
1 reinforcement binding of R center pier is in progress
2 shuttering of R P7, R P8 lifts are in progress
3 Grabbing of R flank wall panel number R98 is in progress
4 Pile exposed rods straightening of pile cap is in progress
30/100
Instream Storage Structure, KansariGanda
1 reinforcement binding of R center pier is in progress
2 shuttering of R P7, R P8 lifts are in progress
3 Grabbing of R flank wall panel number R98 is in progress
4 Pile exposed rods straightening of pile cap is in progress
31/100
Instream Storage Structure, KansariGanda
1 reinforcement binding of R center pier is in progress
2 shuttering of R P7, R P8 lifts are in progress
3 Grabbing of R flank wall panel number R98 is in progress
4 Pile exposed rods straightening of pile cap is in progress
32/100
Instream Storage Structure, Gudvella
Earthwork excavation from P2 to P8 for stone pitching is completed on 01.06.2026
33/100
Instream Storage Structure, KansariGanda
Visit the ISS Kansariganda site by the PMC team consisting of Irrigation Expert, HME, Site Engineers Mechanical and Civil - The following observations made on Sill Beams placement in Barrage Bays number 3, 4 and 5 - Service and Stop log grooves:
1. The Butt welds given for Sill Beams are incomplete / absence of welding (@ some joints). There are two numbers of Butt welds on each Sill Beam placed. Instructed the agency on completion of Butt welds fabrication.
2. The Stop log grooves Sill Beams stiffeners with incomplete/ absense of fillet welds, instructed the agency on completion of the same.
3. The placement of Sill Beams and alignment checked, found ok.
4. The Stainless Steel seats continuous welds are pending, and can be done later on (after placement of concrete)
5. In the next inspection, after completion work as per above mentioned instructions Sl number 1&2., on 2 nd Stage concreting clearance will be given.
34/100
Instream Storage Structure, KansariGanda
Visit the ISS Kansariganda site by the PMC team consisting of Irrigation Expert, HME, Site Engineers Mechanical and Civil - The following observations made on Sill Beams placement in Barrage Bays number 3, 4 and 5 - Service and Stop log grooves:
1. The Butt welds given for Sill Beams are incomplete / absence of welding (@ some joints). There are two numbers of Butt welds on each Sill Beam placed. Instructed the agency on completion of Butt welds fabrication.
2. The Stop log grooves Sill Beams stiffeners with incomplete/ absense of fillet welds, instructed the agency on completion of the same.
3. The placement of Sill Beams and alignment checked, found ok.
4. The Stainless Steel seats continuous welds are pending, and can be done later on (after placement of concrete)
5. In the next inspection, after completion work as per above mentioned instructions Sl number 1&2., on 2 nd Stage concreting clearance will be given.
35/100
Instream Storage Structure, KansariGanda
Visit the ISS Kansariganda site by the PMC team consisting of Irrigation Expert, HME, Site Engineers Mechanical and Civil - The following observations made on Sill Beams placement in Barrage Bays number 3, 4 and 5 - Service and Stop log grooves:
1. The Butt welds given for Sill Beams are incomplete / absence of welding (@ some joints). There are two numbers of Butt welds on each Sill Beam placed. Instructed the agency on completion of Butt welds fabrication.
2. The Stop log grooves Sill Beams stiffeners with incomplete/ absense of fillet welds, instructed the agency on completion of the same.
3. The placement of Sill Beams and alignment checked, found ok.
4. The Stainless Steel seats continuous welds are pending, and can be done later on (after placement of concrete)
5. In the next inspection, after completion work as per above mentioned instructions Sl number 1&2., on 2 nd Stage concreting clearance will be given.
36/100
Instream Storage Structure, KansariGanda
Visit the ISS Kansariganda site by the PMC team consisting of Irrigation Expert, HME, Site Engineers Mechanical and Civil - The following observations made on Sill Beams placement in Barrage Bays number 3, 4 and 5 - Service and Stop log grooves:
1. The Butt welds given for Sill Beams are incomplete / absence of welding (@ some joints). There are two numbers of Butt welds on each Sill Beam placed. Instructed the agency on completion of Butt welds fabrication.
2. The Stop log grooves Sill Beams stiffeners with incomplete/ absense of fillet welds, instructed the agency on completion of the same.
3. The placement of Sill Beams and alignment checked, found ok.
4. The Stainless Steel seats continuous welds are pending, and can be done later on (after placement of concrete)
5. In the next inspection, after completion work as per above mentioned instructions Sl number 1&2., on 2 nd Stage concreting clearance will be given.
37/100
Instream Storage Structure, KansariGanda
Visit the ISS Kansariganda site by the PMC team consisting of Irrigation Expert, HME, Site Engineers Mechanical and Civil - The following observations made on Sill Beams placement in Barrage Bays number 3, 4 and 5 - Service and Stop log grooves:
1. The Butt welds given for Sill Beams are incomplete / absence of welding (@ some joints). There are two numbers of Butt welds on each Sill Beam placed. Instructed the agency on completion of Butt welds fabrication.
2. The Stop log grooves Sill Beams stiffeners with incomplete/ absense of fillet welds, instructed the agency on completion of the same.
3. The placement of Sill Beams and alignment checked, found ok.
4. The Stainless Steel seats continuous welds are pending, and can be done later on (after placement of concrete)
5. In the next inspection, after completion work as per above mentioned instructions Sl number 1&2., on 2 nd Stage concreting clearance will be given.
38/100
Instream Storage Structure, Gudvella
Earthwork excavation under progress at left side u/s slope portion on 01.06.2026
39/100
Instream Storage Structure, Gudvella
Stone pitching work at D/s side of site is under progress on 01.06.2026
40/100
Instream Storage Structure, Gudvella
Mechanical work is under progress at site on 01.06.2026
41/100
Instream Storage Structure, KansariGanda
Right side pier no-10 PCC laying in progress.
42/100
Instream Storage Structure, KansariGanda
Right side pier no-10 PCC laying in progress.
43/100
Instream Storage Structure, Gudvella
D/s side view of ISS Gudvella on 01.06.2026
44/100
Instream Storage Structure, KansariGanda
Slump cone test done at site
45/100
Instream Storage Structure, KansariGanda
Right side diaphragm wall panel no -100 grabbing in progress, Right side pier no-10 foundation excavation is in progress for PCC laying,
46/100
Instream Storage Structure, KansariGanda
Right side diaphragm wall panel no -100 grabbing in progress, Right side pier no-10 foundation excavation is in progress for PCC laying,
47/100
Instream Storage Structure, Gudvella
U/s side view of ISS Gudvella on 01.06.2026
48/100
Instream Storage Structure, Nandagaon
M25 A20 grade concrete wearing casting at bay no. 2 under sluice (from left side) is under progress. The slump test value is 85mm on 01.06.2026
49/100
Instream Storage Structure, Nandagaon
M25 A20 grade concrete wearing casting at bay no. 2 under sluice (from left side) is under progress. The slump test value is 85mm on 01.06.2026
50/100
Instream Storage Structure, KansariGanda
RHS D/S divide wall panel 89 grabbing in progress and depth check done at site in presence of IRR expert.
51/100
Instream Storage Structure, KansariGanda
RHS D/S divide wall panel 89 grabbing in progress and depth check done at site in presence of IRR expert.
52/100
Instream Storage Structure, Nandagaon
The area of undersluice bay-2 of Block-1 of crest, glacis and stilling basin for placing wearing coat concrete with PCC M25A20 grade is ready and passed by SE, KID, Bhawanipatna on 01.06.2026
53/100
Instream Storage Structure, KansariGanda
Slump cone test done at site
54/100
Instream Storage Structure, Nandagaon
• Site visit of ISS, Nandagaon by QAC Expert, HME, Sr. Site Engineer of PMC, Bhawanipatna and SDO, ISS Nandagaon in presence of GM of EPC Agency, all site engineers of PMC and EPC Agency. Observations/suggestions are made during visit as followed:
1. Cleaning of all deposited silt, sand and debris from crest, glacis and stilling basin area of bay -2 at under-sluice area is completed.
2. The area is cleaned through air water jet for placing wearing coat concrete with PCC M25A20 grade on 01.06.2026
55/100
Instream Storage Structure, KansariGanda
Pile no -196 cage lowering and concreting in progress
56/100
Instream Storage Structure, KansariGanda
Pile no -196 cage lowering and concreting in progress
57/100
Instream Storage Structure, Nandagaon
Under sluice and barrage bay gate roller and guide shoe fixing and fitting under progress on 01.06.2026
58/100
Instream Storage Structure, Dhanei
Under sluice fixing of sill beam completed , side track and guide channel fixing in progress.
59/100
Instream Storage Structure, Dhanei
Under sluice fixing of sill beam completed , side track and guide channel fixing in progress.
60/100
Instream Storage Structure, Dhanei
Trench cutting ,rolling and compaction of Right Afflux Bund for moorum spreading.
61/100
Instream Storage Structure, Dhanei
Sill beam installation in progress on Under sluice service gate groove
62/100
Instream Storage Structure, Dhanei
Sill beam installation in progress on Under sluice service gate groove
63/100
Instream Storage Structure, Dhanei
Under sluice stilling basin wearing coat laying in progress
64/100
Instream Storage Structure, Dhanei
Under sluice stilling basin wearing coat laying in progress
65/100
Instream Storage Structure, Dhanei
Under sluice stilling basin wearing coat laying in progress
66/100
Instream Storage Structure, Dhanei
O & M Building 1st floor inside plastering work is in progress, O & M Building staircase head room slab reinforcement binding and shuttering work in progress, Afflux Bund work in progress and Under sluice cleaning work in progress for wearing coat laying.
67/100
Instream Storage Structure, Dhanei
O & M Building 1st floor inside plastering work is in progress, O & M Building staircase head room slab reinforcement binding and shuttering work in progress, Afflux Bund work in progress and Under sluice cleaning work in progress for wearing coat laying.
68/100
Instream Storage Structure, Dhanei
O & M Building 1st floor inside plastering work is in progress, O & M Building staircase head room slab reinforcement binding and shuttering work in progress, Afflux Bund work in progress and Under sluice cleaning work in progress for wearing coat laying.
69/100
Instream Storage Structure, Dhanei
O & M Building 1st floor inside plastering work is in progress, O & M Building staircase head room slab reinforcement binding and shuttering work in progress, Afflux Bund work in progress and Under sluice cleaning work in progress for wearing coat laying.
70/100
Instream Storage Structure, Dhanei
Visit of Irrigation Expert along with Site Engineer to site. O &M Building 1st floor plastering work in progress, Afflux Bund work in progress and Under sluice cleaning work in progress for wearing coat laying
71/100
Instream Storage Structure, Dhanei
Visit of Irrigation Expert along with Site Engineer to site. O &M Building 1st floor plastering work in progress, Afflux Bund work in progress and Under sluice cleaning work in progress for wearing coat laying
72/100
Instream Storage Structure, Dhanei
Visit of Irrigation Expert along with Site Engineer to site. O &M Building 1st floor plastering work in progress, Afflux Bund work in progress and Under sluice cleaning work in progress for wearing coat laying
73/100
Instream Storage Structure, Dhanei
Afflux Bund work at RL 57.30 m in progress
74/100
Instream Storage Structure, Dhanei
U/S Gate Groove cleaning for sill beam installation and Shuttering work in progress for 2nd Stage concrete in Barrage bay
75/100
Instream Storage Structure, Dhanei
U/S Gate Groove cleaning for sill beam installation and Shuttering work in progress for 2nd Stage concrete in Barrage bay
76/100
Instream Storage Structure, Dhanei
Building Shuttering & Plastering work in progress
77/100
Instream Storage Structure, Dhanei
Fixation of sill beam of sluice bay
78/100
Instream Storage Structure, Dhanei
Secondary concreting in guide channel of barrage bay 1 &2
79/100
Instream Storage Structure, Dhanei
Secondary concreting in guide channel of barrage bay 1 &2
80/100
Instream Storage Structure, Dhanei
Visit of QA expert and SD expert along with AE of Dhanei Irr. Subdivision to ISS Sanabaragam site.Earth work on right afflux bund is in progress.
Inspected sluice way area for and allowed for sill beam fixing.
81/100
Instream Storage Structure, Dhanei
Visit of QA expert and SD expert along with AE of Dhanei Irr. Subdivision to ISS Sanabaragam site.Earth work on right afflux bund is in progress.
Inspected sluice way area for and allowed for sill beam fixing.
82/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 85 mm) of D/S Flank wall, 1st lift at Block No-5 done in presence of Client & PSS Team.
83/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of D/S Flank wall, 1st lift at Block No-5 is under progress in presence of Client & PSS Team.
84/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 90 mm) of Pier No-1, 9th lift done in presence of Client & PSS Team.
85/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-1, 9th lift is under progress in presence of Client & PSS Team.
86/100
Instream Storage Structure, Hamirpur
R.D.U frame welding work is in progress.
87/100
Instream Storage Structure, Hamirpur
U/S hoist bridge platform assembly No-8 Girder's flange welding work is in progress.
88/100
Instream Storage Structure, Hamirpur
U/S hoist bridge platform assembly No-7 welding work is in progress.
89/100
Instream Storage Structure, Hamirpur
Testing of Compressive M25A20 (Strength is 21.48/mm2 for 07 days) of U/S Flared out wall Raft at Block No-1 and (Strength is 21.93/mm2 for 07 days) of Pier No-28 & 29 Pedestal has done in presence of Client & PSS team.
90/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-2, 8th lift is under progress.
91/100
Instream Storage Structure, Hamirpur
Shuttering & Binding of reinforcement for Pier No-3, 8th lift is under progress.
92/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for U/S Flared out wall, Raft at Block No-1 is under progress.
93/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for U/S Abutment (A1), 7th lift at Block No-1 is under progress.
94/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Slump testing M25A20 (Value 90 mm) of LHS Barrage Bay Deck slab done in presence of Client & PSS Team.
95/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Concreting M25A20 of LHS Barrage Bay Deck slab is under progress in presence of Client & PSS Team.
96/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Checking of Reinforcement for LHS barrage bay deck slab in presence of Client & PSS team.
97/100
Instream Storage Structure, Jharbeda
Slump testing M20A20 (Value 90 mm) of RHS U/S Training wall Footing, 3rd lift done in presence of Client & PSS Team.
98/100
Instream Storage Structure, Jharbeda
Concreting M20A20 of RHS U/S Training wall Footing, 3rd lift is under progress in presence of Client & PSS Team.
99/100
Instream Storage Structure, Jharbeda
Binding of reinforcement for U/S (D2) footing is under progress.
100/100
Instream Storage Structure, Jharbeda
Shuttering of Pier No-6, pier Cap is under progress.
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