1/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 80 mm) of Pier No-3, 9th lift at Block No-1 done in presence of Client & PSS Team.
2/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-3, 9th lift at Block No-1 is under progress in presence of Client & PSS Team.
3/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 85 mm) of U/S Flared out wall Raft at Block No-1 (River side) done in presence of Client & PSS Team.
4/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of U/S Flared out wall Raft at Block No-1 (River side) is under progress in presence of Client & PSS Team.
5/100
Instream Storage Structure, Hamirpur
Stop-log groove 2nd stage embedded parts roller track alignment work is in progress at (Bay No-12).
6/100
Instream Storage Structure, Hamirpur
Testing of Compressive M35A20 (Strength is 42.59/mm2 for 28 days) of Gantry Girder No-31 has done in presence of Client & PSS team.
7/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-3, 9th lift is under progress.
8/100
Instream Storage Structure, Hamirpur
Shuttering & Binding of reinforcement for U/S Flank wall at Block No-1 is under progress.
9/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for U/S Abutment (A1), 10th lift at Block No-1 is under progress.
10/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Binding of reinforcement for Abutment Counterfort and Shuttering of LHS Barrage Bay Raft (Gate groove) is under progress.
11/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Slump testing M25A20 (Value 90 mm) of RHS Divide wall, 4th lift done in presence of Client & PSS Team.
12/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Concreting M25A20 of RHS Divide wall, 4th lift is under progress in presence of Client & PSS Team.
13/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Shuttering & binding of reinforcement for RHS D/S Counterfort & Wing wall, 1st lift is under progress.
14/100
Instream Storage Structure, Jharbeda
Binding of reinforcement for Pier No-8, 6th lift is under progress.
15/100
Instream Storage Structure, Jharbeda
Shuttering of LHS U/S (D2) portion footing is under progress.
16/100
Instream Storage Structure, Jharbeda
Shuttering of Pier No-6, pier Cap is under progress.
17/100
Instream Storage Structure, Jharbeda
Observed of Sieve analysis of Coarse aggregate (10mm & 20mm) and Fine aggregate in presence of Client & PSS team along with EPC agency
18/100
Instream Storage Structure, Khalpal
Slump testing M25A20 (Value 85 mm) of LHS Double pier No-25, 4th lift done in presence of Client & PSS Team.
19/100
Instream Storage Structure, Khalpal
Concreting M25A20 of LHS Double pier No-25, 4th lift is under progress in presence of Client & PSS Team.
20/100
Instream Storage Structure, Khalpal
Testing of Compressive M25A20 (Strength is 35.36/mm2 for 28 days) of U/S Panel No-9 has done in presence of Client & PSS team.
21/100
Instream Storage Structure, Khalpal
Binding of reinforcement for lift side Double Pier No-25, 4th lift is under progress.
22/100
Instream Storage Structure, Khalpal
Curing of Gravity floor, Piers, Divide wall and Barrage Bay No-2 Raft is in progress.
23/100
Instream Storage Structure, Gudvella
The door, window and grill fitting work has started on the ground floor of the building on 02.06.2026
24/100
Instream Storage Structure, Gudvella
Earthwork excavation for stone packing under progress at u/s A1 slope porting on 02.06.2026
25/100
Instream Storage Structure, Gudvella
Fixing of posts at walk way is under progress at site on 02.06.2026
26/100
Instream Storage Structure, Gudvella
Stone pitching work at D/s side of site is under progress on 02.06.2026
27/100
Instream Storage Structure, Gudvella
D/s side view of ISS Gudvella on 02.06.2026
28/100
Instream Storage Structure, Gudvella
U/s side view of ISS Gudvella on 02.06.2026
29/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no.10,12&13 is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 84mm on 02.06.2026
30/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no.10,12&13 is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 84mm on 02.06.2026
31/100
Instream Storage Structure, Nandagaon
• 3. 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.10 of pier no.10 for 10th lift and bay no.11 of pier no.10 for 9th lift and bay no. 13 of pier no. 12&13 for 6th lift at stoplog gate and 5th lift at main gate grooves have been checked and found correct by HM Expert of PMC during his site visit on dt.01.06.2026 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 water pressure and passed by SE, KID, Bhawanipatna for M35A20 grade on 02.06.2026
32/100
Instream Storage Structure, Nandagaon
Site visit of ISS Nandagaon by Chief Engineer, Subarnarekha Irr. Project(Jala Prabhari), Nuapada on dt. 02.06.2026 in presence of SE, KID, Bhawanipatna, SDO, ISS Nandagaon, Sr. Site Engineer of PMC, GM& PM of EPC Agency and other technical staff of PMC and EPC Agency. Discussion made about the salient feature of the project and the progress of work towards completion of construction works on 02.06.2026
33/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of Blockout portion at pier no.13 upto RL-247.0m is in progress in presence of PM EPC agency,Site Engineers of PMC & EPC agency on 02.06.2026
34/100
Instream Storage Structure, Nandagaon
• 1(i).Fixing & fittings and alignment of All trestle and columns foundation bolts measurements has been checked at pier No.13 for Blockout area of 6.8m length and found correct by HM Expert of PMC during his site visit on dt.1.06.2026 in presence of mechanical Site Engineers of PMC and EPC Agency.
(ii) Rigid and smooth shuttering for Blockout area with M35A20 grade at Pier No.13 from RL-246.30m to RL-247.00m are found completed.
(iii).The area is cleaned properly through air water jet and passed by SE, KID, Bhawanipatna for placing with M35A20 grade on 02.06.2026
35/100
Instream Storage Structure, Nandagaon
Brick work in CM 1:6 using well burnt CB Bricks for construction of walls in superstructure at Office Building of ISS, Nandagaon is in progress. The water used in mortar is found cleaned and free from silt, visible materials and within the permissible temperatures during mixing manually at sire. The area may be passed by SE, KID, Bhawanipatna on 02.06.2026
36/100
Instream Storage Structure, Nandagaon
Curing work is in progress on 02.06.2026
37/100
Instream Storage Structure, Nandagaon
Gate no 14 Undersluice both barrage bay and stoplog gate 2 stage embedded parts erection work under progress on 02.06.2026
38/100
UGPL, Right Lower Suktel Canal Division
OCS chamber above GL work is in progress of OCS No:- 0213109-C02A at village Kulthipali in presence of DoWR AE, JE and PMC team.
39/100
UGPL, Right Lower Suktel Canal Division
Excavation work is in progress for 75mm Dia HDPE pipe of OCS no-0213116-C06A-02, 1Ha. subchak at village Padiabahal in presence of DoWR SDO and PMC team.
40/100
UGPL, Left Lower Suktel Canal Division
HDD machine road pushing work is in progress (road crossing) of 75mm Dia HDPE pipe between RO-164 to RO-164B.(Z-265,Z-552,Z-354,Z-239,Z-234, RM-9 near village Manhira in presence of PMC team.
41/100
UGPL, Left Lower Suktel Canal Division
Stone pitching work is in progress of Approach channel at Pump House visited by DoWR CCE, TL (PSS) and QA/QC (PMC).
42/100
UGPL, Left Lower Suktel Canal Division
laying work is in progress of 75mm Dia HDPE pipe node from LO-180 to LO -180B at village Bhadra.
43/100
UGPL, Left Lower Suktel Canal Division
OMS manifold installation work is in progress at LO-180B, LM-9 near village Bhadra.
44/100
UGPL, Left Lower Suktel Canal Division
Excavation work is in progress for 350mm Dia DI pipe line gap closing in between J-518 to J-247 at RM-13 near village Kushang village in presence of PMC team.
45/100
Instream Storage Structure, KansariGanda
Pier no.10 RHS pile cap reinforcement binding work in progress,
46/100
Instream Storage Structure, KansariGanda
Pier no.10 RHS pile cap reinforcement binding work in progress,
47/100
Instream Storage Structure, KansariGanda
Pier no.10 RHS pile cap reinforcement binding work in progress,
48/100
Instream Storage Structure, KansariGanda
Pier no.10 RHS pile cap reinforcement binding work in progress,
49/100
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
50/100
Instream Storage Structure, KansariGanda
Pile cap concrete completed in presence of IRR. Eng. Expert along with Site engineer PMC.
51/100
Instream Storage Structure, KansariGanda
Pile cap concrete completed in presence of IRR. Eng. Expert along with Site engineer PMC.
52/100
Instream Storage Structure, KansariGanda
Slump cone test done at site
53/100
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.
54/100
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.
55/100
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.
56/100
Instream Storage Structure, KansariGanda
Slump cone test done at site
57/100
Instream Storage Structure, KansariGanda
Slump cone test done at site
58/100
Instream Storage Structure, KansariGanda
Right side pier no-7 concrete pouring, Right side Pile No -168, 176 depth checked, cage lowering and concrete pouring
59/100
Instream Storage Structure, KansariGanda
Right side pier no-7 concrete pouring, Right side Pile No -168, 176 depth checked, cage lowering and concrete pouring
60/100
Instream Storage Structure, KansariGanda
Slump cone test done at site
61/100
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.
62/100
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.
63/100
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.
64/100
Instream Storage Structure, KansariGanda
Slump cone test done at site
65/100
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
66/100
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
67/100
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
68/100
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.
69/100
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.
70/100
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.
71/100
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.
72/100
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
73/100
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
74/100
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
75/100
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
76/100
Instream Storage Structure, Gudvella
Earthwork excavation from P2 to P8 for stone pitching is completed on 01.06.2026
77/100
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.
78/100
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.
79/100
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.
80/100
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.
81/100
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.
82/100
Instream Storage Structure, Gudvella
Earthwork excavation under progress at left side u/s slope portion on 01.06.2026
83/100
Instream Storage Structure, Gudvella
Stone pitching work at D/s side of site is under progress on 01.06.2026
84/100
Instream Storage Structure, Gudvella
Mechanical work is under progress at site on 01.06.2026
85/100
Instream Storage Structure, KansariGanda
Right side pier no-10 PCC laying in progress.
86/100
Instream Storage Structure, KansariGanda
Right side pier no-10 PCC laying in progress.
87/100
Instream Storage Structure, Gudvella
D/s side view of ISS Gudvella on 01.06.2026
88/100
Instream Storage Structure, KansariGanda
Slump cone test done at site
89/100
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,
90/100
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,
91/100
Instream Storage Structure, Gudvella
U/s side view of ISS Gudvella on 01.06.2026
92/100
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
93/100
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
94/100
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.
95/100
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.
96/100
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
97/100
Instream Storage Structure, KansariGanda
Slump cone test done at site
98/100
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
99/100
Instream Storage Structure, KansariGanda
Pile no -196 cage lowering and concreting in progress
100/100
Instream Storage Structure, KansariGanda
Pile no -196 cage lowering and concreting in progress
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