1/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-15, 12th lift is under progress.
2/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-16, 13th lift is under progress.
3/100
Instream Storage Structure, Hamirpur
Shuttering & Binding of reinforcement for Pier no-21, 12th lift is under progress.
4/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Slump testing M25A20 (Value 80 mm) of Double pier, 4th lift done in presence of Client & PSS Team.
5/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Concreting M25A20 of Double pier, 4th lift is under progress in presence of Client & PSS Team.
6/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Slump testing M25A20 (Value 85 mm) of U/S Divide wall, Raft done in presence of Client & PSS Team.
7/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Concreting M25A20 of U/S Divide wall, Raft is under progress in presence of Client & PSS Team.
8/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Slump testing M25A20 (Value 85 mm) of RHS Counterfort with Abutment wall, 1st lift done in presence of Client & PSS Team.
9/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Concreting M25A20 of RHS Counterfort with Abutment wall, 1st lift is under progress in presence of Client & PSS Team.
10/100
Instream Storage Structure, Jharbeda
Slump testing M25A20 (Value 80 mm) of RHS D/S (D2) portion Footing, 1st lift done in presence of Client & PSS Team.
11/100
Instream Storage Structure, Jharbeda
Concreting M25A20 of RHS D/S (D2) portion Footing, 1st lift is under progress in presence of Client & PSS Team.
12/100
Instream Storage Structure, Jharbeda
LHS (A1) GROOVES CHIPPING WORK IS IN PROGRESS.
13/100
Instream Storage Structure, Jharbeda
D/S CC BLOCK PLACING WORK IS IN PROGRESS.
14/100
Instream Storage Structure, Jharbeda
Cutting & bending for reinforcement is under progress.
15/100
Instream Storage Structure, Jharbeda
Shuttering of D/S End sill Pier No-8 to RHS (D2) is under progress.
16/100
Instream Storage Structure, Jharbeda
Shuttering of PierNo-8, 4th lift is under progress.
17/100
Instream Storage Structure, Jharbeda
Shuttering of PierNo-7, 7th lift is under progress.
18/100
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.
19/100
Instream Storage Structure, Khalpal
Slump testing M25A20 (Value 85 mm) of Barrage Bay No-2 Mid Cut-off wall, 1st lift done in presence of Client & PSS Team.
20/100
Instream Storage Structure, Khalpal
Concreting M25A20 of Barrage Bay No-2 Mid Cut-off wall, 1st lift is under progress in presence of Client & PSS Team.
21/100
Instream Storage Structure, Khalpal
Slump testing M25A20 (Value 90 mm) of Pier No-21 (Crest portion) done in presence of Client & PSS Team.
22/100
Instream Storage Structure, Khalpal
Concreting M25A20 of Pier No-21 (Crest portion) is under progress in presence of Client & PSS Team.
23/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Shuttering of Wing wall with Counterfort, 2nd lift is under progress.
24/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Shuttering & Binding of reinforcement for RHS Counterfort with Abutment wall, 1st lift is under progress.
25/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Testing of Compressive M25A20 (Strength is 31.09/mm2 for 28 days) of LHS Mid-pier, 8th lift and M20A20 (Strength is 20.66/mm2 for 07 days) of RHS Gravity floor has done in presence of Client & PSS team.
26/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Slump testing M20A20 (Value 85 mm) of RHS Gravity floor done in presence of Client & PSS Team.
27/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Concreting M20A20 of RHS Gravity floor is under progress in presence of Client & PSS Team.
28/100
Instream Storage Structure, Hamirpur
Slump testing M35A20 (Value 85 mm) of Gantry Girder No-13 done in presence of Client & PSS Team.
29/100
Instream Storage Structure, Hamirpur
Concreting M35A20 of Gantry Girder No-13 is under progress in presence of Client & PSS Team.
30/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 85 mm) of Pier No-5, 5th lift done in presence of Client & PSS Team.
31/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-5, 5th lift is under progress in presence of Client & PSS Team.
32/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 80 mm) of Pier No-4, 4th lift done in presence of Client & PSS Team.
33/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-4, 4th lift is under progress in presence of Client & PSS Team.
34/100
Instream Storage Structure, Hamirpur
Testing of Compressive M25A20 (Strength is 21.33/mm2 for 07 days) of Pier No-4, 3rd lift and (Strength is 21.93/mm2 for 07 days) of Pier no-6 with Pedestal and (Strength is 31.04/mm2 for28 days) of Flared out Cut-off wall, 2nd lift has done in presence of Client & PSS team.
35/100
Instream Storage Structure, Hamirpur
RHS side Pier No-12 vertical Groove barrage bay and stop-log groove 2nd stage embedded parts roller track and side guide erection work is in progress.
36/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Gantry Girder is under progress.
37/100
Instream Storage Structure, Hamirpur
Shuttering of U/S Pier No-3, 5th lift is under progress.
38/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for U/S Pier No-2, 4th lift is under progress.
39/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for U/S Flank wall at Block No-1 is under progress.
40/100
Instream Storage Structure, Hamirpur
Shuttering & Binding of reinforcement for D/S Abutment (A1), 7th lift is under progress.
41/100
Instream Storage Structure, Khalpal
Observed of Sieve analysis of Fine aggregate in presence of Client & PSS team along with EPC agency.
42/100
Instream Storage Structure, Khalpal
Testing of Compressive M25A20 (Strength is 23.66/mm2 for 07 days) of LHS U/S Divide wall Raft and M25A20 (Strength is 24.13/mm2 for 07 days) of Barrage Bay No-2 has done in presence of Client & PSS team.
43/100
Instream Storage Structure, Khalpal
Slump testing M20A20 (Value 85 mm) of LHS sluice Bay Gravity floor (PCC) done in presence of Client & PSS Team.
44/100
Instream Storage Structure, Khalpal
Concreting M20A20 of LHS sluice Bay Gravity floor (PCC) is under progress in presence of Client & PSS Team.
45/100
UGPL, Left Lower Suktel Canal Division
HDPE connection work is in progress at J-194 of RM-6 at village Kirabahal.
46/100
UGPL, Left Lower Suktel Canal Division
Excavation work is under progress for 450mm Dia DI pipeline laying and Gap closing from node J-254 to J-38, RM-15 near vilage Birkel.
47/100
UGPL, Right Lower Suktel Canal Division
External drain brick masonry work is in progress at Pump House.
48/100
UGPL, Right Lower Suktel Canal Division
Bermad equipment installation work is in progress of OCS-0213124-C13A at village Baxiudar in presence of PMC team.
49/100
UGPL, Right Lower Suktel Canal Division
Inspected of Butterfly valve and Butterfly valve Chamber is in progress for 280mm DIa HDPE pipe from J-8020 to J-8037 (p-8037) at village Rakshimunda.
50/100
UGPL, Right Lower Suktel Canal Division
Air valve installation work is in progress of 600mm Dia DI pipe in between J-1354 to J-1345 at village Kharjura in presence of DoWR SDO, AE and PMC team.
51/100
UGPL, Right Lower Suktel Canal Division
OCS chamber above GL work is in progress of OCS No:- 0213014-C02B at village Charpali in presence of DoWR SDO and PMC team.
52/100
UGPL, Right Lower Suktel Canal Division
HDPE Pipe laying work is in progress of OCS No. 0213130-C09B at village Laderbahal in presence of PMC team.
53/100
UGPL, Right Lower Suktel Canal Division
OCS chamber Below NGL footing levelling work is in progress of OCS No. 0213126- C03B at village Padampur in presence of PMC team.
54/100
UGPL, Right Lower Suktel Canal Division
External drain brick masonry work is in progress at Pump House.
55/100
UGPL, Right Lower Suktel Canal Division
Bermad equipment installation work is in progress of OCS-0213078-C05A at village Bhaler in presence of PMC team.
56/100
UGPL, Right Lower Suktel Canal Division
Excavation work is in progress for 800mm Dia DI pipe of 800mm Dia valve chamber in between junction J-0030- to J-0040 at village Sauntpur.
57/100
UGPL, Right Lower Suktel Canal Division
External drain stone pitching gaps concrete filing work is in progress at Pump House.
58/100
UGPL, Left Lower Suktel Canal Division
Excavation work is in progress for 450 mm Dia DI pipe line Laying & Gap closing of Rm-15, from J-254 to J-38 at village Birkel.
59/100
Instream Storage Structure, Gudvella
Paint work is under progress on 06.04.2026
60/100
Instream Storage Structure, Gudvella
Brick work is in progress at 1st floor building of control room on 06.04.2026
61/100
Instream Storage Structure, Gudvella
Gate installation work under progress at P2 on 06.04.2026
62/100
Instream Storage Structure, Gudvella
Placement of CC block is under progress at u/s side on 06.04.2026
63/100
Instream Storage Structure, Gudvella
Brickwork at control room building is under progress on 05.04.2026
64/100
Instream Storage Structure, Gudvella
D/S view of ISS Gudvella on 05.04.2026
65/100
Instream Storage Structure, Gudvella
U/S view of ISS Gudvella on 05.04.2026
66/100
Instream Storage Structure, Nandagaon
• Due to heavy wind storm occurred at ISS site on dated 05.04.2026 at 7.30pm, all the machineries such a Excavator doors, welding machines deployed at site became in unworkable position and roof shed and side boundary of the camp have also been damaged.
Therefore, all the site activities are stopped till getting repaired of machineries and camp site on 06.04.2026
67/100
Instream Storage Structure, Nandagaon
• Due to heavy wind storm occurred at ISS site on dated 05.04.2026 at 7.30pm, all the machineries such a Excavator doors, welding machines deployed at site became in unworkable position and roof shed and side boundary of the camp have also been damaged.
Therefore, all the site activities are stopped till getting repaired of machineries and camp site on 06.04.2026
68/100
Instream Storage Structure, Nandagaon
• Due to heavy wind storm occurred at ISS site on dated 05.04.2026 at 7.30pm, all the machineries such a Excavator doors, welding machines deployed at site became in unworkable position and roof shed and side boundary of the camp have also been damaged.
Therefore, all the site activities are stopped till getting repaired of machineries and camp site on 06.04.2026
69/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade at U/S right divide wall raft for 2nd lift upto RL-230.60m is in progress through concrete pump in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 87mm on 05.04.2026
70/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade at U/S right divide wall raft for 2nd lift upto RL-230.60m is in progress through concrete pump in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 87mm on 05.04.2026
71/100
Instream Storage Structure, Nandagaon
• 1.Checked the area of U/S right divide wall raft with following activities in presence of PM, EPC agency,Site Engineers of PMC & Site Engineer of EPC agency:-
(i) Reinforcement works in binding, placing in proper position including rigid n smooth shuttering at bottom layer for 2nd lift of 0.60m ht. are completed as follows :
(ii)Binding of main Bar of 25mm dia n 16mm dia Dist. Bars at bottom layers including binding of vertical main pier bars of 20mm dia are completed.
(iii) Rigid and Smooth shuttering by providing clear cover 75mm measured from main bar to shutter plate are done.
(iv) Area is cleaned using air water jetting and passed by SE, KID, Bhawanipatna and ready to place concrete with RCC M25A20 grade upto RL-230.60m.
(iii).The area is cleaned properly through water pressure and passed by SE, KID, Bhawanipatna for placing with RCC M35A20 grade on 05.04.2026
72/100
Instream Storage Structure, Nandagaon
Reinforcement binding & Shuttering is in progress at U/S right divide wall raft on 05.04.2026
73/100
Instream Storage Structure, Nandagaon
Placing of CC blocks is in progress at U/s side on 05.04.2026
74/100
Instream Storage Structure, Nandagaon
Curing is in progress at Blockout portion on 05.04.2026
75/100
Instream Storage Structure, Nandagaon
Shuttering for Blockout portion is in progress at pier no.7&8 on 05.04.2026
76/100
UGPL, Left Lower Suktel Canal Division
Excavation work is in progress of 75mm Dia HDPE pipe line at LO-149A, (Z-5945), LM-8 near village Taliudar.
77/100
UGPL, Left Lower Suktel Canal Division
Excavation work is in progress for connecting of 300mm Dia DI pipeline to 225mm Dia HDPE pipeline at J-391, LM-4 near village Amamunda.
78/100
UGPL, Left Lower Suktel Canal Division
HDPE Tee (125X 75 X 90) connection work is in progress at LO-355 ,LM-18, near village Badimunda in presence of DoWR AE and PMC team.
79/100
Integrated Barrage across river Kochila and across river Baitarini
Barrage bay Raft Casting work in progress.In presence of SE,AEE,AE of Akhuapada irrigation division,PMC and representative of Agency of Baitarani Iss.Till now Volume of Concrete Poured 1167 Cum-07.04.2026
80/100
UGPL, Left Lower Suktel Canal Division
Excavation work is in progress for laying of 400mm Dia DI pipeline from J-254 to J-38 near village Birkel In presence of AE and PMC team.
81/100
UGPL, Left Lower Suktel Canal Division
Excavation work is in progress for 75mm Dia HDPE pipe line at LO-157B (Z-4621), LM-8 near village Taliudar in presence of DoWR AE and PMC team.
82/100
Instream Storage Structure, Gudvella
Paint work under progress on 04.04.2026
83/100
Instream Storage Structure, Gudvella
Gate installation work under progress at P8 on 04.04.2026
84/100
Instream Storage Structure, Gudvella
Brickwork underprogress at control room building on 04.04.2026
85/100
Instream Storage Structure, Gudvella
Placement of CC block is under progress at U/s of site on 04.04.2026
86/100
Instream Storage Structure, Gudvella
Clearance of loose material is under progress at left side under sluice bay on 04.04.2026
87/100
Instream Storage Structure, Gudvella
• Today SE, Balangir Irrigation Division, Balangir visited ISS Gudvella site. Department JE, PMC site engineers and agency representatives were present.
1. He inspected the overall site condition & instructed the agency to speed up the work and complete it on 03.04.2026
88/100
Instream Storage Structure, Gudvella
• Today SE, Balangir Irrigation Division, Balangir visited ISS Gudvella site. Department JE, PMC site engineers and agency representatives were present.
1. He inspected the overall site condition & instructed the agency to speed up the work and complete it on 03.04.2026
89/100
Instream Storage Structure, Gudvella
Casting of concrete at parapet wall of right side D/s wing wall including 5 nos CF with RL 159.50m to 160.40m is underprogress in the presence of Dept JE, site engineer of PMC and agency at site. The slump test value is 77mm on 03.04.2026
90/100
Instream Storage Structure, Gudvella
Casting of concrete at parapet wall of right side D/s wing wall including 5 nos CF with RL 159.50m to 160.40m is underprogress in the presence of Dept JE, site engineer of PMC and agency at site. The slump test value is 77mm on 03.04.2026
91/100
Instream Storage Structure, Gudvella
Curing at building slab on 03.04.2026
92/100
Instream Storage Structure, Gudvella
Shuttering work underprogress at A2 d/s wing wall for final lift RCC on 03.04.2026
93/100
Instream Storage Structure, Gudvella
Clearance of loose material is under progress at left side undesluice bay on 03.04.2026
94/100
Instream Storage Structure, Gudvella
Shuttering and reinforcement work is under progress at 1st floor of building column on 03.04.2026
95/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no.1& left abutment for 9th lift of undersluice bay-1 is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 85mm on 04.04.2026
96/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no.1& left abutment for 9th lift of undersluice bay-1 is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 85mm on 04.04.2026
97/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no.1& left abutment for 9th lift of undersluice bay-1 is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 83mm on 04.04.2026
98/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no.1& left abutment for 9th lift of undersluice bay-1 is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 83mm on 04.04.2026
99/100
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 undersluice bay No.-1 of Pier No.1& left abutment for 9th lift have been checked and found correct by HM Expert of PMC during his site visit on dt.01.04.2026 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 placing with RCC M35A20 grade on 04.04.2026
100/100
Instream Storage Structure, Nandagaon
• 1 . Visited the site, ISS Nandagaon by QAC Expert & Site Engineer of PMC on dt. 04.04.2026 in presence of PM,EPC Agency, Site Engineers of PMC and site Engineer of EPC Agency, ISS Nandagaon. Observations/ suggestions are made during visit following components as follows:
(a) Construction of RCC cutoff wall of U/S right Divide wall is already completed and the PCC with M15A40 grade at bottom of Raft foundation has also been completed on dt. 02.04.2026.
(b) Reinforcement works in binding, placing in proper position, clear cover at bottom layer and sides are maintained using cover blocks including rigid n smooth shuttering at bottom layer for 1st lift of 0.60m ht. are completed as follows :
(i) Binding of main Bar of 25mm dia n 16mm dia Dist. Bars at bottom layers including binding of vertical main pier bars of 20mm dia are completed.
(ii) Rigid and Smooth shuttering by providing clear cover 75mm measured from main bar to shutter plate are done.
(iii) Area is cleaned using air water jetting and passed by SE, KID, Bhawanipatna and ready to place concrete with RCC M25A20 grade upto RL-230.00m on 04.04.2026
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