1/100
Instream Storage Structure, Budharaja
Curing Work is in Progress.
2/100
Instream Storage Structure, Budharaja
Shuttering work is in Progress at LHS U/S Flared-out Wall, 23rd Step. RL: 218.900 to 219.500.
3/100
Instream Storage Structure, Budharaja
View showing flow of river from U/S to D/S of river.
4/100
Instream Storage Structure Across Bheden near village Saida
Shuttering work progress in RHS d/s flank wall 6th lift
5/100
Instream Storage Structure Across Bheden near village Saida
RHS under sluice sill beam fixing work in progress
6/100
Instream Storage Structure Across Bheden near village Saida
View showing flow of river from U/S to D/S of river.
7/100
Instream Storage Structure, Gochara
No mechanical work activity at Site.
8/100
Instream Storage Structure, Gochara
Control room false ceiling work is going on..
9/100
Instream Storage Structure, Gochara
View showing flow of river from U/S to D/S of river.
10/100
Instream Storage Structure, Khirasasan
Hoist coloum shifting work in progress for installation
11/100
Instream Storage Structure, Khirasasan
8 Nos. of gate installation completed out of 9 Nos. gate
12/100
Instream Storage Structure, Khirasasan
RHS U/S FLANK WALL PROFILE 7TH LIFT SHUTTERING WORK is UNDER PROGRESS.
13/100
Instream Storage Structure, Khirasasan
RHS U/S FLARED OUT WALL PROFILE 3rd LIFT SHUTTERING WORK has completed and ready for casting.
14/100
Instream Storage Structure, Khirasasan
View showing flow of river from U/S to D/S of river.
15/100
Instream Storage Structure across river Sapei near village Kinjirma
CE& BM, ACE, Dam Circle, Burla visited ISS Kinjrima. PMC team, AEE, AE, JE & Key Personnel of the Agency were present.It was observed that soft rock has been encountered at RL 199.900.Instructed to excavate up to RL 198.400 & then go for casting of RHS u/s diaphragm wall panel no 74.Also LHS u/s diaphragm wall panel no 21 to 24 to be taken up simultaneously in a war footing manner by engaging requisite men & machineries. Instructed to complete the balance work of ISS by end of June 2026 positively.
16/100
Instream Storage Structure across river Sapei near village Kinjirma
CE& BM, ACE, Dam Circle, Burla visited ISS Kinjrima. PMC team, AEE, AE, JE & Key Personnel of the Agency were present.It was observed that soft rock has been encountered at RL 199.900.Instructed to excavate up to RL 198.400 & then go for casting of RHS u/s diaphragm wall panel no 74.Also LHS u/s diaphragm wall panel no 21 to 24 to be taken up simultaneously in a war footing manner by engaging requisite men & machineries. Instructed to complete the balance work of ISS by end of June 2026 positively.
17/100
Instream Storage Structure, Kudabega
Casting of U/s flared wall
18/100
Instream Storage Structure, Kudabega
Slump 80mm of U/S flared wall (RHS)
19/100
Instream Storage Structure, Kudabega
Casting of DS flared wall
20/100
Instream Storage Structure, Kudabega
Slump 80mm of RHS DS flared wall
21/100
Instream Storage Structure, Kopsinga
Vent 27 2nd stage 1st lift shuttering checking completed now the area ready for casting
22/100
Instream Storage Structure, Kopsinga
ISS Kopsingha - Roller-track fixing work is in progress at Span no -12
23/100
Instream Storage Structure, Kopsinga
ISS Kopsingha - Water-level Checking of Seal-beam at Span no - 11
24/100
Instream Storage Structure, Kopsinga
ISS Kopsingha - Hoist-bridge 25th platform assembly work is in progress
25/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of D/S Pier No-5, 1st lift is under progress in presence of Client & PSS Team.
26/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of D/S Pier No-4, 1st lift is under progress in presence of Client & PSS Team.
27/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 80 mm) of Pier No-27, 14th lift done in presence of Client & PSS Team.
28/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-27, 14th lift is under progress in presence of Client & PSS Team.
29/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 80 mm) of RHS D/S Flared out cut off wall, 1st lift at Block No-5 done in presence of Client & PSS Team.
30/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of RHS D/S Flared out cut off wall, 1st lift at Block No-5 is under progress in presence of Client & PSS Team.
31/100
Instream Storage Structure, Hamirpur
Slump testing M35A20 (Value 90 mm) of (Bay No-23 & 24) at Block No-4 done in presence of Client & PSS Team.
32/100
Instream Storage Structure, Hamirpur
Concreting M35A20 of Deck slab (Bay No-23 & 24) at Block No-4 is under progress in presence of Client & PSS Team.
33/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 80 mm) of Fish pass raft at Block No-1 done in presence of Client & PSS Team.
34/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Fish pass raft at Block No-1 is under progress in presence of Client & PSS Team.
35/100
Instream Storage Structure, Hamirpur
Testing of Compressive M25A20 (Strength is 31.02/mm2 for 28 days) of Pier No-30, 8th lift and (Strength is 31.13/mm2 for 28 days) of D/S Flank wall, 5th lift at Block No-5 and M35A20 (Strength is 37.63/mm2 for 07 days) of Cross Girder (Bay No-22) has done in presence of Client & PSS team.
36/100
Instream Storage Structure, Hamirpur
Shuttering of D/S Abutment wall (A1) at Block No-1 is under progress.
37/100
Instream Storage Structure, Hamirpur
Binding of reinforcement of Pier No-4, 3th lift is under progress.
38/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-13, 12th lift is under progress.
39/100
Instream Storage Structure, Hamirpur
Shuttering of D/S Toe wall, 2nd lift at block No-5 is under progress.
40/100
Instream Storage Structure, Hamirpur
Binding of reinforcement of Pier No-16, 10th lift is under progress.
41/100
Instream Storage Structure, Hamirpur
Binding of reinforcement of Girder is under progress.
42/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-15, 9th lift is under progress.
43/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Shuttering of LHS U/S intermediate Cut-off is under progress.
44/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Shuttering of Wing wall & Counterfort is under progress.
45/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Shuttering of Divide wall, 7th lift is under progress.
46/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Binding of reinforcement for U/S Mid-Pier, 2nd lift is under progress.
47/100
Instream Storage Structure, Jharbeda
Site inspected by S.E, RID in presence A.E.E, A.E RID and Q.A.E & Site Engineer of PSS team along with EPC Agency and discussed with EPC Agency about the Work Programme & Progress of work.
48/100
Instream Storage Structure, Jharbeda
Slump testing M20A20 (Value 50 mm) of U/S Pier No-7 to Pier No-8 Gravity floor, 3rd lift done in presence of Client & PSS Team.
49/100
Instream Storage Structure, Jharbeda
Concreting M20A20 of U/S Pier No-7 to Pier No-8 Gravity floor, 3rd lift is under progress in presence of Client & PSS Team.
50/100
Instream Storage Structure, Jharbeda
Checking of Barrage bay Under sluice Gate Grooves Dimensions in presence of Client & PSS team.
51/100
Instream Storage Structure, Jharbeda
Checking of Barrage bay Gates Dimensions in presence of Client & PSS team.
52/100
Instream Storage Structure, Jharbeda
Testing of Compressive M25A20 (Strength is 29.87/mm2 for 28 days) has done in presence of Client & PSS team.
53/100
Instream Storage Structure, Jharbeda
Curing of D/S Curtain wall, 1st lift is under progress.
54/100
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.
55/100
Instream Storage Structure, Khalpal
Slump testing M25A20 (Value 90 mm) of Barrage Bay No-3 (Raft) at Block No-4 done in presence of Client & PSS Team.
56/100
Instream Storage Structure, Khalpal
Concreting M25A20 of Barrage Bay No-3 (Raft) at Block No-4 is under progress in presence of Client & PSS Team
57/100
UGPL, Left Lower Suktel Canal Division
HDD machine road pushing work is in progress for road crossing work of 75mm Dia HDPE pipe line between at RO-286B(Z-6154), RM-15 near village Jharmunda.
58/100
Instream Storage Structure, Nandagaon
Shuttering is in progress at D/S curtain wall on 19.03.2026
59/100
UGPL, Left Lower Suktel Canal Division
1 ha outlet point extension work is in progress at LO-336A (Z-6126) , LM-17 near Sargad village.
60/100
Instream Storage Structure Across Mahanadi at Choudhrygada and across Paika at Tikhiri
LHS under sluice cut-off de-shuttering work in progress at choudhary gada iss project-20.03.2026
61/100
Integrated Barrage across river Kochila and across river Baitarini
Barrage bay raft reinforcement fixing work in progress at baitarani iss project.-20.03.2026
62/100
UGPL, Right Lower Suktel Canal Division
OCS chamber OCS erection work is in progress of OCS No:- 0201217-C02B at village Barkani in presence of PMC team.
63/100
UGPL, Right Lower Suktel Canal Division
OCS chamber piping work is in progress of OCS No-0213026-C12B at village Belbahali in presence of PMC team and L&T personnel.
64/100
UGPL, Right Lower Suktel Canal Division
External drain stone pitching work is in progress at Pump House.
65/100
UGPL, Left Lower Suktel Canal Division
Gap closing work is in progress for 350mm Dia Pipe line of LM-9 near village Bhadra in presence of AE (DoWR) and PMC Team.
66/100
Instream Storage Structure, Gudvella
Paint work under progress.(trestle, column) on 18.03.2026
67/100
Instream Storage Structure, Gudvella
Roller track and guide installation work under progress at A1 & P1 on 18.03.2026
68/100
Instream Storage Structure, Gudvella
Curing at building area is under progress at site on 18.03.2026
69/100
Instream Storage Structure, Gudvella
Placement of CC block is under progress at u/s side of site on 18.03.2026
70/100
Instream Storage Structure, Gudvella
Shuttering work at block out area on 18.03.2026
71/100
Instream Storage Structure, Gudvella
Shuttering work of CC BLOCK is under progress at site on 18.03.2026
72/100
Instream Storage Structure, Gudvella
Cast of concrete 1st lift RCC M30A20 grade at block out area from P2 to P8 with RL 159.50m to 160.40m is under progress in the presence of Dept JE, site engineer of PMC and agency at site. The slump test value is 75mm on 17.03.2026
73/100
Instream Storage Structure, Gudvella
Cast of concrete 1st lift RCC M30A20 grade at block out area from P2 to P8 with RL 159.50m to 160.40m is under progress in the presence of Dept JE, site engineer of PMC and agency at site. The slump test value is 75mm on 17.03.2026
74/100
Instream Storage Structure, Gudvella
• Foundation bolts have been fixed as per the approved design and drawing and were checked by the PMC Mechanical Expert, PMC Mechanical Site Engineer, Agency Mechanical Engineer, department staffs and pmc staffs.
After successful inspection the shuttering, centring and reinforcement works were found to be completed properly. The surface was cleaned using an air water jet to remove dust and debris(P2 to P8).
Hence the area is allowed for concreting with M30A20 grade concrete. RL 159.50 m to 160.40 m on 17.03.2026
75/100
Instream Storage Structure, Gudvella
Roller track and guide installation work under progress at A1 & P1 on 17.03.2026
76/100
Instream Storage Structure, Gudvella
Paint work is under progress on 17.03.2026
77/100
Instream Storage Structure, Gudvella
Brick work at building area on 17.03.2026
78/100
Instream Storage Structure, Gudvella
Shuttering work is under progress at blockout area on 17.03.2026
79/100
Instream Storage Structure, Gudvella
Shuttering work of CC BLOCK is under progress at site on 17.03.2026
80/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade for 2nos. Cross girders at middle double pier is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency.. The slump test value is 85mm on 18.03.2026
81/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade for 2nos. Cross girders at middle double pier is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency.. The slump test value is 85mm on 18.03.2026
82/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade of 2nos. CC blocks at D/S right Flared out wall i.e 1no. of size 6.0x1.8x0.6m from sec. 5-5 to sec. 6-6 for 4th lift & 1no. of size 6.0x1.5x0.6m from sec.4-4 to sec.5-5 for 3rd lift upto RL-238.20m is in progress in presence of PM EPC agency,Site Engineers of PMC & EPC agency. The slump test value is 83mm on 18.03.2026
83/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade of 2nos. CC blocks at D/S right Flared out wall i.e 1no. of size 6.0x1.8x0.6m from sec. 5-5 to sec. 6-6 for 4th lift & 1no. of size 6.0x1.5x0.6m from sec.4-4 to sec.5-5 for 3rd lift upto RL-238.20m is in progress in presence of PM EPC agency,Site Engineers of PMC & EPC agency. The slump test value is 83mm on 18.03.2026
84/100
Instream Storage Structure, Nandagaon
• 2. Reinforcement works including shuttering for casting of 2nos. cross girders with RCC M35A20 grade at middle double pier is completed and checked in presence of PM,EPC agency, Site Engineers of PMC and Site Engineer of EPC Agency as follows:
(i) Laying & placing in proper position of 2 layers 16mm dia bottom main bars @ 3nos. at 1st.layer & 2nos. at 2nd layer tied with 10mm dia 2-Legged stirrups @150mm C/C including binding 10mm dia dist. bars on both sides of vertical faces of girders are completed.
(ii) Rigid and smooth shuttering with 40mm clear cover at bottom and both vertical faces are completed.
(iii) Fixing & placing of 8mm dia B-type mesh bars @ 2 layers at both end points of girder is completed. iv)The area is ready and passed by SE KID Bhawanipatna for placing with RCC M35A20 grade on 18.03.2026
85/100
Instream Storage Structure, Nandagaon
• 1. The casting of CC blocks at following area has been checked in presence of PM,EPC agency, Site Engineers of PMC & EPC Agency:
(i)2Nos. CC blocks at D/S right Flared out wall i.e 1no. of size 6.0x1.8x0.6m from sec. 5-5 to sec. 6-6 for 4th lift & 1no. of size 6.0x1.5x0.6m from sec.4-4 to sec.5-5 for 3rd lift upto RL-238.20m is completed.
(ii). Filling of inverted filter materials covering with LDPE paper at 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 18.03.2026
86/100
Instream Storage Structure, Nandagaon
All trestle and columns foundation bolts all measurements checked as per drawings from pier 1 to pier 7. Hence ready for concrete on 18.03.2026
87/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no-1&2 for 8th lift of undersluice bay-2 is in progress in presence of PM EPC agency Site Engineers of PMC & EPC agency. The slump test value is 86mm on 18.03.2026
88/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no-1&2 for 8th lift of undersluice bay-2 is in progress in presence of PM EPC agency Site Engineers of PMC & EPC agency. The slump test value is 86mm on 18.03.2026
89/100
Instream Storage Structure, Nandagaon
Monorail walkway MIG welding under progress on 18.03.2026
90/100
Instream Storage Structure, Nandagaon
Shuttering for 2nd stage concrete is in progress at pier no-2 on 18.03.2026
91/100
Instream Storage Structure, Nandagaon
Foundation excavation is in progress at U/S right divide wall on 18.03.2026
92/100
Instream Storage Structure, Nandagaon
Shuttering is in progress at D/S right flared out wall Block-2 on 18.03.2026
93/100
Instream Storage Structure, Nandagaon
Reinforcement binding & Shuttering for cross girder is in progress at middle double pier on 18.03.2026
94/100
Instream Storage Structure, Nandagaon
Curing is in progress at RCC deck slab on 18.03.2026
95/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M15A40 grade at D/S curtain wall of 1.0m ht. and 1.0m width from RL-232.50m to RL-233.50m is in progress in presence of PM EPC agency Site Engineers of PMC & EPC agency. The slump test value is 76mm on 17.03.2026
96/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M15A40 grade at D/S curtain wall of 1.0m ht. and 1.0m width from RL-232.50m to RL-233.50m is in progress in presence of PM EPC agency Site Engineers of PMC & EPC agency. The slump test value is 76mm on 17.03.2026
97/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade at right abutment from double CF wall CJ to D/S EJ for 9th lift upto RL-244.50m is in progress in presence of PM EPC agency,Site Engineers of PMC & EPC agency. The slump test value is 86mm on 17.03.2026
98/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade at right abutment from double CF wall CJ to D/S EJ for 9th lift upto RL-244.50m is in progress in presence of PM EPC agency,Site Engineers of PMC & EPC agency. The slump test value is 86mm on 17.03.2026
99/100
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 under sluice bay No.2 of Pier No. 1&2 for 8th lift has been checked and found correct by HM Expert of PMC during his site visit on dt.11.03.2026 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 17.03.2026
100/100
Instream Storage Structure, Nandagaon
• 2.(i) Checked the area before placement of concrete at D/S curtain wall with following activities in presence of PM of EPC Agency,Site Engineers of PMC & EPC Agency:
(ii) Rigid and smooth shuttering for curtain wall with PCC M15A40 grade for 1st. lift of 1.00 mt. ht. and 1.0m width from RL-232.50m to RL-233.50m are found completed.
(iii)The concrete surface is cleaned properly through air water jetting and passed by SE, KID Bhawanipatna for placing concrete with PCC M15A40 grade on 17.03.2026
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