1/100
Instream Storage Structure Across Bheden near village Saida
Bay no- 5, deck slab staging work in progress
2/100
Instream Storage Structure Across Bheden near village Saida
De-shuttering work progress in RHS divide wall pier cap
3/100
Instream Storage Structure, Budharaja
Slump Value: 65mm.
4/100
Instream Storage Structure, Budharaja
Slump Value: 60mm.
5/100
Instream Storage Structure, Budharaja
checked placing and positioning of Supporting bars and alignment of shuttering work in RHS U/S Flaired-Out wall, 9th step. RL: 210.500 to 211.100. Now the area is ready for concrete casting M20 A20. So recommended for the purpose.
Approved by AEE sir SID Sambalpur in the presence of JE sir.
6/100
Instream Storage Structure, Budharaja
De-Shuttering in 13th step & Shuttering work is in Progress at RHS D/S Flaired-Out Wall, 14th Step. RL: 213.500 to 214.100.
7/100
Instream Storage Structure, Budharaja
View showing flow of river from D/S of river
8/100
Instream Storage Structure, Gochara
View showing flow of river from D/S to U/S
9/100
Instream Storage Structure, Gochara
Trestle or column's Bracing fit up work is in progress of Barrage Bay no-4.
10/100
Instream Storage Structure, Gochara
Staff quarter brick work is going on..
11/100
Instream Storage Structure, Kopsinga
Inspection by IEE & QCE PMC of Sambalpur at ISS KOPSINGHA
12/100
Instream Storage Structure, Kopsinga
Inspection by IEE & QCE PMC of Sambalpur at ISS KOPSINGHA
13/100
Instream Storage Structure, Kopsinga
Cube test..
14/100
Instream Storage Structure, Kopsinga
Pier no (3-4)span U/S Kerb Shuttering work
15/100
Instream Storage Structure, Kopsinga
RHS U/S Wing wall shuttering work
16/100
Instream Storage Structure, Kudabega
Slump 85mm
17/100
Instream Storage Structure, Kudabega
Barrage bay-3 span no-11 p-11 to p-10 M35A20 for stoplog & service gate groove 2nd stage 4th lift casting work in progress
18/100
Instream Storage Structure, Kudabega
Slump 85mm
19/100
Instream Storage Structure, Kudabega
ISS Kudabaga - Inspection by 'IEE' Sir, QC Expect Sir & Office Maneger Sir
20/100
Instream Storage Structure, Kudabega
Infection of kudabaga site by IEE Sir,QC expert and office manager.
21/100
Instream Storage Structure, Kudabega
Infection of kudabaga site by IEE Sir,QC expert and office manager.
22/100
Instream Storage Structure, Kudabega
Span no-01,gate groove bottom sill beam cleaning work in progress.
23/100
Instream Storage Structure, Kudabega
Span no-03 bracket fixing work in progress
24/100
Instream Storage Structure, Kudabega
LHS under sluice bay u/s portion toe Wall shuttering work in progress.
25/100
Instream Storage Structure, Kudabega
Span no-06 U/S Handrail beam fixing & shuttering work in progress
26/100
Instream Storage Structure, Kudabega
ISS Kudabaga - Trestle's or Column's work is in progress
27/100
Instream Storage Structure, Kudabega
ISS Kudabaga - Hoist bridge's 27th & 28th Platform Assembly work is in progress
28/100
Instream Storage Structure, Khirasasan
Slump 80MM
29/100
Instream Storage Structure, Khirasasan
checked placing supporting bars and alignment of shuttering work in LHS U/S flared out 11th step RL- 215.900 to 216.500 Now the area is ready for concrete casting M20 A20. So recommended for the purpose. Approved by AEE sir SID Sambalpur in presence of JE
30/100
Instream Storage Structure, Khirasasan
View showing flow of river from D/S of the river.
31/100
Instream Storage Structure, Khirasasan
RHS d/s Flared out wall 11th step shuttering work is under progress.
32/100
Instream Storage Structure, Khirasasan
LHS D/S FLARED OUT WALL 21ST STEP SHUTTERING WORK IS UNDER PROGRESS.
33/100
Instream Storage Structure, Khirasasan
LHS U/S FLARED OUT WALL 11 TH step SHUTTERING WORK HAS BEEN COMPLETED AND ready for concrete casting RL - 215.900 to 216.500
34/100
Instream Storage Structure, Khirasasan
RHS C F WING WALL 8 TH LIFT SHUTTERING WORK IS UNDER PROGRESS.
35/100
Instream Storage Structure, Gudvella
Casting of concrete at right side u/s wing wall of grade M25A20 (5th RCC) from RL 152.85 m to 154.20 m is completed in the presence of Dept JE, PMC & agency site engineers. The slump test value is 87mm on 06.01.2026
36/100
Instream Storage Structure, Gudvella
Casting of concrete at right side u/s wing wall of grade M25A20 (5th RCC) from RL 152.85 m to 154.20 m is completed in the presence of Dept JE, PMC & agency site engineers. The slump test value is 87mm on 06.01.2026
37/100
Instream Storage Structure, Gudvella
Casting of concrete at right side u/s wing wall of grade M25A20 (5th RCC) from RL 152.85 m to 154.20 m is completed in the presence of Dept JE, PMC & agency site engineers. The slump test value is 87mm on 06.01.2026
38/100
Instream Storage Structure, Gudvella
Area of A2 u/s wing wall is ready for concreting of grade M25A20 (5th RCC) form 152.85m to 154.20m.
It is approved by SDO and AE on 06.01.2026
39/100
Instream Storage Structure, Gudvella
Area of A2 u/s wing wall is ready for concreting of grade M25A20 (5th RCC) form 152.85m to 154.20m.
It is approved by SDO and AE on 06.01.2026
40/100
Instream Storage Structure, Gudvella
• Visited ISS Gudvella site along with IE Expert. Dept JE ,Site Engineers of PMC & agency were present.
1. Conducted test for 7 days compressive strength of concrete cube RCC M25A20, PCC M15A40 grade, PCC M20A20 grade at field laboratory and result found 21.33 N/mm2 ,14.88 N/mm2 & 18.07 N/mm2 respectively.
2. Conducted test for 28 days compressive strength of concrete cube PCC M20A20 grade at field laboratory and result found 29.17 N/mm2.
3. sieve analysis of sand done at site which found zone -2.
4. Conducted gradation of 10mm single size coarse aggregate and result found satisfactory.
5. Conducted gradation of 20mm single size coarse aggregate and result found satisfactory on 06.01.2026
41/100
Instream Storage Structure, Gudvella
• Visited ISS Gudvella site along with IE Expert. Dept JE ,Site Engineers of PMC & agency were present.
1. Conducted test for 7 days compressive strength of concrete cube RCC M25A20, PCC M15A40 grade, PCC M20A20 grade at field laboratory and result found 21.33 N/mm2 ,14.88 N/mm2 & 18.07 N/mm2 respectively.
2. Conducted test for 28 days compressive strength of concrete cube PCC M20A20 grade at field laboratory and result found 29.17 N/mm2.
3. sieve analysis of sand done at site which found zone -2.
4. Conducted gradation of 10mm single size coarse aggregate and result found satisfactory.
5. Conducted gradation of 20mm single size coarse aggregate and result found satisfactory on 06.01.2026
42/100
Instream Storage Structure, Gudvella
• Visited ISS Gudvella site along with IE Expert. Dept JE ,Site Engineers of PMC & agency were present.
1. Conducted test for 7 days compressive strength of concrete cube RCC M25A20, PCC M15A40 grade, PCC M20A20 grade at field laboratory and result found 21.33 N/mm2 ,14.88 N/mm2 & 18.07 N/mm2 respectively.
2. Conducted test for 28 days compressive strength of concrete cube PCC M20A20 grade at field laboratory and result found 29.17 N/mm2.
3. sieve analysis of sand done at site which found zone -2.
4. Conducted gradation of 10mm single size coarse aggregate and result found satisfactory.
5. Conducted gradation of 20mm single size coarse aggregate and result found satisfactory on 06.01.2026
43/100
Instream Storage Structure, Gudvella
• Visited the site with QC Expert, JE of the Deptt and Site Engineers of the PMC and Site Engineer of the agency are present. Officials of ax Deptt are also present at the site.
*Status of the project *
1. At A2- Reinforcement for 5th lift for body wall is in progress out of 9th lift.
2. Wing wall-shuttering for u/s side 5th lift and d/s side ,3rd lift is completed.
Flank wall-shuttering u/s side 3rd lift and d/s 2nd lift is in progress.
Flared out wall- 1st lift of Raft for both in U/s and d/s is completed.
The agency people are suggested to submit design for the road work and also for the sluice gates in u/ s afflux bund on 06.01.2026
44/100
Instream Storage Structure, Gudvella
• Visited the site with QC Expert, JE of the Deptt and Site Engineers of the PMC and Site Engineer of the agency are present. Officials of ax Deptt are also present at the site.
*Status of the project *
1. At A2- Reinforcement for 5th lift for body wall is in progress out of 9th lift.
2. Wing wall-shuttering for u/s side 5th lift and d/s side ,3rd lift is completed.
Flank wall-shuttering u/s side 3rd lift and d/s 2nd lift is in progress.
Flared out wall- 1st lift of Raft for both in U/s and d/s is completed.
The agency people are suggested to submit design for the road work and also for the sluice gates in u/ s afflux bund on 06.01.2026
45/100
Instream Storage Structure, Gudvella
• Visited the site with QC Expert, JE of the Deptt and Site Engineers of the PMC and Site Engineer of the agency are present. Officials of ax Deptt are also present at the site.
*Status of the project *
1. At A2- Reinforcement for 5th lift for body wall is in progress out of 9th lift.
2. Wing wall-shuttering for u/s side 5th lift and d/s side ,3rd lift is completed.
Flank wall-shuttering u/s side 3rd lift and d/s 2nd lift is in progress.
Flared out wall- 1st lift of Raft for both in U/s and d/s is completed.
The agency people are suggested to submit design for the road work and also for the sluice gates in u/ s afflux bund on 06.01.2026
46/100
Instream Storage Structure, Gudvella
Sill beam fit up work under progress on 06.01.2026
47/100
Instream Storage Structure, Gudvella
Sill beam fit up work under progress on 06.01.2026
48/100
Instream Storage Structure, Gudvella
Curing and shuttering work at right side u/s flared out wall raft for 2nd lift PCC is under progress on 06.01.2026
49/100
Instream Storage Structure, Gudvella
• 1. Reinforcement & shuttering work at right side u/s flank wall for 3rd lift RCC is under progress.
2. Reinforcement & shuttering work at right side wing wall for 5th lift RCC is under progress on 06.01.2026
50/100
Instream Storage Structure, Gudvella
• 1.Reinforcement & shuttering work at right side d/s wing wall for 3rd lift RCC is under progress.
2. Shuttering work at right side d/s flank wall for 2nd lift RCC is under progress on 06.01.2026
51/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.3 for 9th lift of bay no.3 is in progress in presence of Site Engineers of PMC & Site Engineer of EPC agency.. The slump test value is 74mm on 06.01.2026
52/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.3 for 9th lift of bay no.3 is in progress in presence of Site Engineers of PMC & Site Engineer of EPC agency.. The slump test value is 74mm on 06.01.2026
53/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.3 for 9th lift of bay no.3 is in progress in presence of Site Engineers of PMC & Site Engineer of EPC agency.. The slump test value is 74mm on 06.01.2026
54/100
Instream Storage Structure, Nandagaon
• 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. 3 of Pier No. 3 has been checked and found correct by HM Expert of PMC during his site visit on dt.29.12.2025 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 for 9th lift 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 06.01.2026
55/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade for 6nos. Pedestals at pier no.10 from RL-245.40m to RL-245.70m is in progress through concrete pump in presence of Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 85mm on 06.01.2026
56/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade for 6nos. Pedestals at pier no.10 from RL-245.40m to RL-245.70m is in progress through concrete pump in presence of Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 85mm on 06.01.2026
57/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade for 6nos. Pedestals at pier no.10 from RL-245.40m to RL-245.70m is in progress through concrete pump in presence of Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 85mm on 06.01.2026
58/100
Instream Storage Structure, Nandagaon
• (i) The Area of 6nos. pedestals at Pier No.10 from RL-245.40m to RL-245.70m have been checked in presence of Site Engineers of PMC & Site Engineer of EPC Agency.
(ii) Reinforcement binding, tying & placing in proper position of 6nos. pedestals of size 650x500x300mm each with provision of Type-A mesh bars are completed.
(iii) Rigid & smooth shuttering of 6nos. Pedestals are completed.
(iv) The area is cleaned properly through air water jetting and passed by SE, KID, Bh.Patna for placing with RCC M25A20 grade.
(v) Grooves of sizes 320mmx200mmx6mm for fixing of Elastomeric bearing pad may be executed using wooden plates of required dimensions on 06.01.2026
59/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade for 6nos. Pedestals at pier no.9 from RL-245.40m to RL-245.70m is in progress through concrete pump in presence of Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 81mm on 06.01.2026
60/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade for 6nos. Pedestals at pier no.9 from RL-245.40m to RL-245.70m is in progress through concrete pump in presence of Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 81mm on 06.01.2026
61/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade for 6nos. Pedestals at pier no.9 from RL-245.40m to RL-245.70m is in progress through concrete pump in presence of Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 81mm on 06.01.2026
62/100
Instream Storage Structure, Nandagaon
• (i) The Area of 6nos. pedestals at Pier No.9 from RL-245.40m to RL-245.70m have been checked in presence of Site Engineers of PMC & Site Engineer of EPC Agency.
(ii) Reinforcement binding, tying & placing in proper position of 6nos. pedestals of size 650x500x300mm each with provision of Type-A mesh bars are completed.
(iii) Rigid & smooth shuttering of 6nos. Pedestals are completed.
(iv) The area is cleaned properly through air water jetting and passed by SE, KID, Bh.Patna for placing with RCC M25A20 grade.
(v) Grooves of sizes 320mmx200mmx6mm for fixing of Elastomeric bearing pad may be executed using wooden plates of required dimensions on 06.01.2026
63/100
Instream Storage Structure, Nandagaon
Gate no 8 barrage bay gate 2nd stage embedded parts erection work under progress on 06.01.2026
64/100
UGPL, Right Lower Suktel Canal Division
Excavation work is in progress for Laying of HDPE pipe of OCS No-2305022-C03A at village Pua in presence of DoWR AE, PMC team and EPC officials.
65/100
Instream Storage Structure, Nandagaon
Monorail supporting beam MIG welding, trestle bracing welding and assembly work i is in progress on 06.01.2026
66/100
Instream Storage Structure, Nandagaon
Monorail supporting beam MIG welding, trestle bracing welding and assembly work i is in progress on 06.01.2026
67/100
Instream Storage Structure, Nandagaon
Monorail supporting beam MIG welding, trestle bracing welding and assembly work i is in progress on 06.01.2026
68/100
Instream Storage Structure, Nandagaon
Gate no 4 barrage bay gate centre guide erection work under progress on 06.01.2026
69/100
Instream Storage Structure, Nandagaon
Reinforcement binding & shuttering at U/S & D/S right flank wall Block-2 is in progress on 06.01.2026
70/100
Instream Storage Structure, Nandagaon
Reinforcement binding & shuttering at U/S & D/S right flank wall Block-2 is in progress on 06.01.2026
71/100
Instream Storage Structure, Nandagaon
De-shuttering & shuttering for 2nd stage concrete at pier no.3, bay-3&4, Block-1 is in progress on 06.01.2026
72/100
Instream Storage Structure, Nandagaon
De-shuttering & shuttering for 2nd stage concrete at pier no.3, bay-3&4, Block-1 is in progress on 06.01.2026
73/100
Instream Storage Structure, Nandagaon
Reinforcement binding & shuttering at right abutment, Block-2 is in progress on 06.01.2026
74/100
UGPL, Right Lower Suktel Canal Division
OCS chamber fixing work is in progress of OCS no:- 0213119-C16B at village Bileisarda in presence of PMC team.
75/100
UGPL, Right Lower Suktel Canal Division
OCS chamber door & angle fixing work is in progress No- 0213082-C028 in presence of PMC team near village Chhakudumal.
76/100
Integrated Barrage across river Kochila and across river Baitarini
PMC MBBS chandikhol visited Kochila-Baitarani ISS project today. Discussion held with the agency about the progress of project work- 07.01.2026.
77/100
Integrated Barrage across river Kochila and across river Baitarini
BAITARANI -ISS Gravity flow area casting work in progress- 07.01.2026
78/100
Instream Storage Structure Across Mahanadi at Choudhrygada and across Paika at Tikhiri
Base preparation with 1mtr depth bolder sand grouting for plate load is under progress at Choudhary gada iss project- 07.01.2026
79/100
UGPL, Right Lower Suktel Canal Division
Internal drain type 04 & 01 inside wall plastering work is in progress at Pump House.
80/100
UGPL, Right Lower Suktel Canal Division
Excavation work is in progress of 200mm Dia HDPE pipe in between junction J -3131 to J-3182 at village Chhtapipal in presence of PMC team.
81/100
UGPL, Left Lower Suktel Canal Division
1ha Jointing work in progress of HDPE connection to HDPE Lm- 8 Lo-162B at village uparudar in presence of DoWR AE and PMC team.
82/100
UGPL, Left Lower Suktel Canal Division
Internal Drainage - 2 wall shuttering bord fixing work is in progress of Pump House.
83/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Cube casting & Slump testing M25A20 (Value 95 mm) of Middle pier, 3rd lift done in presence of Client & PSS Team.
84/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Concreting M25A20 of Middle pier, 3rd lift is under progress in presence of Client & PSS Team.
85/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Testing of Compressive M25A20 (Strength is 18.51/mm2 for 07 days) of Double pier, 1st lift and (Strength is 31.07/mm2 for 28 days) of Divide wall, 2nd lift and M20A20 (Strength is 25.80/mm2 for 28 days) of Gravity floor PCC has done in presence of Client & PSS team.
86/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Cube casting & Slump testing M25A20 (Value 80mm) of Double pier, 2nd lift done in presence of Client & PSS Team.
87/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Concreting M25A20 of Double pier, 2nd lift is under progress in presence of Client & PSS Team.
88/100
Instream Storage Structure, Jharbeda
Curing of Pier No-6 is in Progress.
89/100
Instream Storage Structure, Jharbeda
Drilling for Anchoring at U/S gravity floor is in Progress.
90/100
Instream Storage Structure, Jharbeda
Binding of reinforcement for Pier No-5, 5th lift is under process.
91/100
Instream Storage Structure, Jharbeda
De-shuttering of Pier No-6 is under process.
92/100
Instream Storage Structure, Hamirpur
Testing of Compressive M25A20 (Strength is 21.33/mm2 for 07 days) of Pier No-11, 5th lift and (Strength is 21.48/mm2 for 07 days) of Pier No-30, 4th lift and (Strength is 30.76/mm2 for 28 days) of Pier No-24, 15th lift has done in presence of Client & PSS team.
93/100
Instream Storage Structure, Hamirpur
Chipping work is in progress at (Bay No-7).
94/100
Instream Storage Structure, Hamirpur
Guideline fixing work is in progress.
95/100
Instream Storage Structure, Hamirpur
Gear box assembly work is in progress.
96/100
Instream Storage Structure, Hamirpur
Slump testing M15A40 (Value 45 mm) of U/S Flared out wall, 3rd lift at Block No-5 done in presence of Client & PSS Team.
97/100
Instream Storage Structure, Hamirpur
Concreting M15A40 of U/S Flared out wall, 3rd lift at Block No-5 is under progress in presence of Client & PSS Team.
98/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 90 mm) of Pier No-22, 11th lift at Block No-4 done in presence of Client & PSS Team.
99/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-22, 11th lift at Block No-4 is under progress in presence of Client & PSS Team.
100/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 80 mm) of Pier No-11, 6th lift done in presence of Client & PSS Team.
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