1/100
UGPL, Right Lower Suktel Canal Division
Inspected of Butterfly valve and Butterfly valve Chamber is in progress for 300mm DIa DI pipe from J-3067 to J-3070 (p-3072) at village Brahmanipali.
2/100
UGPL, Right Lower Suktel Canal Division
Inspected of Butterfly valve and Butterfly valve Chamber is in progress for 180mm DIa HDPE pipe from J-5181 to J-5285 (p-5276) at village Mangalapali.
3/100
UGPL, Right Lower Suktel Canal Division
External drain Back filling and levelling work is in progress at Pump House.
4/100
UGPL, Left Lower Suktel Canal Division
Excavation work is in progress for laying of DI pipe at J-644 near village Gerdi in presence of PMC team.
5/100
Instream Storage Structure, Gudvella
Concreting under progress of CC blocks of grade M20A40 in the presence of Dept JE, PMC n agency site engineers. The slump test value is 70mm on 28.03.2026
6/100
Instream Storage Structure, Gudvella
Concreting under progress of CC blocks of grade M20A40 in the presence of Dept JE, PMC n agency site engineers. The slump test value is 70mm on 28.03.2026
7/100
Instream Storage Structure, Gudvella
The reinforcement work for the ground floor slab and beam will now be started on 28.03.2026
8/100
Instream Storage Structure, Gudvella
Painting and other work is in progress at mechanical site on 28.03.2026
9/100
Instream Storage Structure, Gudvella
Slab & beam centering shuttering underprogress at control room building on 28.03.2026
10/100
Instream Storage Structure, Gudvella
Shuttering work under progress for CC blocks on 27.03.2026
11/100
Instream Storage Structure, Gudvella
Reinforcement work at A2 d/s wing wall is in progress for 9th lift RCC on 27.03.2026
12/100
Instream Storage Structure, Gudvella
Curing work is in progress at block out area on 27.03.2026
13/100
Instream Storage Structure, Gudvella
Shuttering work of building is in progress for ground floor slab on 27.03.2026
14/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Testing of Compressive M25A20 (Strength is 32.77/mm2 for 28 days) of RHS D/S Wing wall and (Strength is 18.90/mm2 for 07 days) of Wing wall & Counterfort, 1st lift has done in presence of Client & PSS team.
15/100
UGPL, Left Lower Suktel Canal Division
Excavation work is in progress for HDPE Tee connection at RO-130 ,RM -7, near village Sakama in presence of DoWR SDO and PMC team.
16/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Visited by A.E.E, A.E RDD & QAE of PSS with EPC agency at site discussed regarding work progress.
17/100
Instream Storage Structure, Gudvella
Cast of concrete 8th lift RCC M25A20 grade at right side D/s wing wall including 5nos CF wall from RL 157.65m to 158.15m is under progress in the presence of Dept JE, site engineer of PMC and agency. The slump test value is 70mm on 26.03.2026
18/100
Instream Storage Structure, Gudvella
Cast of concrete 8th lift RCC M25A20 grade at right side D/s wing wall including 5nos CF wall from RL 157.65m to 158.15m is under progress in the presence of Dept JE, site engineer of PMC and agency. The slump test value is 70mm on 26.03.2026
19/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Testing of Compressive M25A20 (Strength is 22.54/mm2 for 07 days) of LHS D/S Divide wall, Cut-off and (Strength is 31.40/mm2 for 28 days) of RHS D/S Cross Cut-off at Double pier has done in presence of Client & PSS team.
20/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Slump testing M25A20 (Value 85 mm) of RHS Double Pier, 1st lift slope portion done in presence of Client & PSS Team.
21/100
Instream Storage Structure, Gudvella
• Today, the Additional Chief Engineer, Balangir Irrigation Circle along with JE (BIC), visited the ISS Gudvella site. The Department JE, PMC site engineers and the agency representative were present during the visit.
1. The A2 d/s wing wall shuttering reinforcement work checked and allowed for concreting.
2. Checked the gate , trestle dimensions and found as per approved design drawings.
3. Instructed to agency, carry out all pending works simultaneously and complete earlier on 26.03.2026
22/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Concreting M25A20 of RHS Double Pier, 1st lift slope portion is under progress in presence of Client & PSS Team.
23/100
Instream Storage Structure, Gudvella
Cast of concrete M20A40 grade of CC BLOCK is under progress in the presence of Dept JE, site engineer of PMC and agency. The slump test value is 75mm on 26.03.2026
24/100
Instream Storage Structure, Gudvella
Cast of concrete M20A40 grade of CC BLOCK is under progress in the presence of Dept JE, site engineer of PMC and agency. The slump test value is 75mm on 26.03.2026
25/100
Instream Storage Structure, Jharbeda
Site inspected by S.E, RID in presence A.E.E, A.E RID and PSS team along with EPC Agency and discussed with EPC Agency about the Work Programme & Progress of work.
26/100
Instream Storage Structure, Jharbeda
Binding of reinforcement for RHS (D2) D/S portion Foorting is under progress.
27/100
Instream Storage Structure, Gudvella
Trestle installation work under progress at P9 blockout area on 26.03.2026
28/100
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.
29/100
Instream Storage Structure, Jharbeda
Shuttering of Pier No-7, 8th lift is under progress.
30/100
Instream Storage Structure, Gudvella
Final lift RCC M30A20 grade at block out area of A1 and P1 from RL 160.40m to 161.00m is under progress in the presence of Dept JE, site engineer of PMC and agency. The slump test value is 74mm on 26.03.2026
31/100
Instream Storage Structure, Gudvella
Final lift RCC M30A20 grade at block out area of A1 and P1 from RL 160.40m to 161.00m is under progress in the presence of Dept JE, site engineer of PMC and agency. The slump test value is 74mm on 26.03.2026
32/100
Instream Storage Structure, Jharbeda
Shuttering of D/S Curtain wall, 4th Layer is under progress.
33/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 90 mm) of Pier No-16, 11th lift done in presence of Client & PSS Team.
34/100
Instream Storage Structure, Gudvella
Shuttering work of building is in progress for ground floor slab on 26.03.2026
35/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-16, 11th lift is under progress in presence of Client & PSS Team.
36/100
Instream Storage Structure, Gudvella
• 1. Shuttering work underprogress for CC blocks.
2. Curing is under progress at CC block on 26.03.2026
37/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 85 mm) of Pier No-15, 9th lift done in presence of Client & PSS Team.
38/100
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, centering and reinforcement works were found to be completed properly. The surface was cleaned using an air water jet to remove dust and debris.
Hence the following area allowed for concreting with M30A20 grade concrete.
(P1 and A1) RL 160.40 m to 161.00 m (Final lift) on 26.03.2026
39/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-15, 9th lift is under progress in presence of Client & PSS Team.
40/100
Instream Storage Structure, Gudvella
Shuttering work is under progress at right side D/s wing wall including 5nos CF for 8th lift RCC on 26.03.2026
41/100
UGPL, Left Lower Suktel Canal Division
HDPE Tee (90X125X 90) connection work is in progress at RLO-5 LM-17, near village Sargard in presence of PMC team.
42/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 80 mm) of Pier No-4, 3rd lift done in presence of Client & PSS Team.
43/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-4, 3rd lift is under progress in presence of Client & PSS Team.
44/100
Instream Storage Structure, Hamirpur
Testing of Compressive M25A20 (Strength is 30.90/mm2 for 28 days) of Pier no-16 and (Strength is 31.06/mm2 for 28 days) of Pier no-6, 9th lift and M35A20 (Strength is 37.19/mm2 for 7 days) of Cross Girder (Bay No-21) has done in presence of Client & PSS team.
45/100
Instream Storage Structure, Hamirpur
Pier No-9 vertical Groove barrage bay and stop-log groove 2nd stage embedded parts guide erection work is in progress.
46/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no.1& left abutment for 7th lift of under sluice bay-1 is in progress in presence of Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 86mm on 28.03.2026
47/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no.1& left abutment for 7th lift of under sluice bay-1 is in progress in presence of Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 86mm on 28.03.2026
48/100
Instream Storage Structure, Hamirpur
Deck slab of Bay no.20 & 21 Reinforcement Checked by A.E RID at site.
49/100
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 7th lift have been checked and found correct by HM Expert of PMC during his site visit on dt.19.03.2026 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 28.03.2026
50/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of Blockout portion of 6.8m length at pier no.2 upto RL-246.30m and pier no.4 upto RL-247.0m is in progress in presence of Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 85mm on 28.03.2026
51/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of Blockout portion of 6.8m length at pier no.2 upto RL-246.30m and pier no.4 upto RL-247.0m is in progress in presence of Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 85mm on 28.03.2026
52/100
Instream Storage Structure, Hamirpur
Hoist bridge platform girder's welding work is in progress.
53/100
Instream Storage Structure, Hamirpur
MS plate marking and cutting for u/s hoist bridge girder's flange work is in progress.
54/100
Instream Storage Structure, Nandagaon
• 1(i).Fixing & fittings and alignment of All trestle and columns foundation bolts measurements has been checked at pier no.2&4 for Blockout area of 6.8m length and found correct by HM Expert of PMC during his site visit on dt.19.03.2026 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. 2 from RL-244.50m to RL-246.30m and pier no.4 upto RL-247.0m are found completed.
(iii).The area is cleaned properly through air water jet and passed by SE, KID, Bhawanipatna for placing with RCC M35A20 grade on 28.03.2026
55/100
Instream Storage Structure, Hamirpur
Site inspected by S.E, RID in presence A.E.E, A.E RID and PSS team along with EPC Agency and discussed with EPC Agency about the Work Programme & Progress of work.
56/100
Instream Storage Structure, Nandagaon
• 1) Cleaning of deposited loose materials from U/S right divide wall Cut-off foundation is in progress.
2) De-watering is in progress on 28.03.2026
57/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for U/S Flank Raft at Block No-1 is under progress.
58/100
Instream Storage Structure, Hamirpur
Shuttering of U/S Flank wall at Block No-1 is under progress.
59/100
Instream Storage Structure, Nandagaon
Shuttering for Blockout portion is in progress at pier no.-5,6&7 on 28.03.2026
60/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-1, 2nd lift is under progress.
61/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-3, 4th lift is under progress.
62/100
Instream Storage Structure, Nandagaon
Shuttering for 2nd stage concrete is in progress at pier no.7&8 on 28.03.2026
63/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for U/S Pier No-4 & 5 at Block No-1 is under progress.
64/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-15, 10th lift is under progress.
65/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Girder is under progress.
66/100
Instream Storage Structure, Nandagaon
Shuttering for CC blocks is in progress at D/S left flared out wall on 27.03.2026
67/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for D/S Flank Raft at Block No-5 is under progress.
68/100
Instream Storage Structure, Khalpal
Slump testing M25A20 (Value 80 mm) of LHS Divide wall, Raft done in presence of Client & PSS Team.
69/100
Instream Storage Structure, Khalpal
Concreting M25A20 of LHS Divide wall, Raft is under progress in presence of Client & PSS Team.
70/100
Instream Storage Structure, Nandagaon
Shuttering for Blockout out portion is in progress at pier no.1&6 on 27.03.2026
71/100
Instream Storage Structure, Khalpal
Verification of Afflux Bund area by A.E.E, AID, Dy. TL and IEE of PSS team along with EPC agency.
72/100
Instream Storage Structure, Khalpal
Curing work is under progress.
73/100
Instream Storage Structure, Nandagaon
Shuttering for 2nd stage concrete is in progress at pier no.7&8 on 27.03.2026
74/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no.7&8 for 3rd lift of bay-8 is in progress in presence of Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 83mm on 26.03.2026
75/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no.7&8 for 3rd lift of bay-8 is in progress in presence of Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 83mm on 26.03.2026
76/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of gate grooves sill beam at bay no.13 is in progress in presence of Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 88mm on 26.03.2026
77/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of gate grooves sill beam at bay no.13 is in progress in presence of Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 88mm on 26.03.2026
78/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of Blockout portion of 6.8m length at pier no.5 upto RL-246.30m is in progress in presence of Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 89mm on 26.03.2026
79/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of Blockout portion of 6.8m length at pier no.5 upto RL-246.30m is in progress in presence of Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 89mm on 26.03.2026
80/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of Block-out portion of 6.8m length at pier no.3 upto RL-247.00m is completed in presence of Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 85mm on 26.03.2026
81/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of Block-out portion of 6.8m length at pier no.3 upto RL-247.00m is completed in presence of Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 85mm on 26.03.2026
82/100
Instream Storage Structure, Nandagaon
• 4. 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. 8 of Pier No.7 &8 for 3rd lift have been checked and found correct by HM Expert of PMC during his site visit on dt.19.03.2026 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 26.03.2026
83/100
Instream Storage Structure, Nandagaon
• 3.The area of main & stoplog gate grooves at bay No.-13 for erection of sill beams and its alignment, levels using TS has been checked and found correct by site Engineers mechanical of PMC on dt. 26.03.2026 as per the approved mechanical drawings.
(i) Sufficient nos. of dowel bars have been provided during fixing of beams.
(ii) The area is cleaned properly through air water jet and passed by SE,Kid, Bhawanipatna for placing with concrete M35A20 grade in presence of PM,EPC agency,Site Engineers of PMC & EPC agency on 26.03.2026
84/100
Instream Storage Structure, Nandagaon
• 2 (i). Fixing & fittings and alignment of All trestle and columns foundation bolts measurements has been checked at pier no.5 for Blockout area of 6.8m length and found correct by HM Expert of PMC during his site visit on dt.19.03.2026 in presence of mechanical Site Engineers of PMC and EPC Agency.
(ii) Rigid and smooth shuttering for Blockout area with RCC M35A20 grade from RL-244.50m to RL-246.30m are found completed.
(iii).The area is cleaned properly through air water jet and passed by SE, KID, Bhawanipatna for placing with RCC M35A20 grade on 26.03.2026
85/100
Instream Storage Structure, Nandagaon
• 1 (i).Fixing & fittings and alignment of All trestle and columns foundation bolts measurements has been checked at pier no.3 for Blockout area of 6.8m length and found correct by HM Expert of PMC during his site visit on dt.19.03.2026 in presence of mechanical Site Engineers of PMC and EPC Agency.
(ii) Rigid and smooth shuttering for Blockout area with RCC M35A20 grade 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 RCC M35A20 grade on 26.03.2026
86/100
Instream Storage Structure, Nandagaon
Both barrage bay gate and stoplog gate no 13th sil beam erection work completed. All measurements checked , spirit level checked, water level checked as per approved drawing hence ready for concrete on 26.03.2026
87/100
Instream Storage Structure, Nandagaon
Shuttering for Blockout portion is in progress at pier no.2&4 on 26.03.2026
88/100
Instream Storage Structure, Nandagaon
Shuttering for 2nd stage concrete is in progress at pier no.8&9 on 26.03.2026
89/100
Instream Storage Structure Across Mahanadi at Choudhrygada and across Paika at Tikhiri
Pier 2nd left steel placing and shuttering work in progress at Choudhary gada iss project.
90/100
Integrated Barrage across river Kochila and across river Baitarini
PMC- Chandikhole visited the site today. The team discussed with the team of agency about the progress of work-31.03.2026
91/100
Instream Storage Structure Across Mahanadi at Choudhrygada and across Paika at Tikhiri
Curtain wall shuttering work in progress.
92/100
Integrated Barrage across river Kochila and across river Baitarini
Barrage bay raft reinforcement fixing work in progress at baitarani iss project.
93/100
Instream Storage Structure Across Mahanadi at Choudhrygada and across Paika at Tikhiri
Pier steel placing and binding work in progress at Choudhary gada iss project.
94/100
Integrated Barrage across river Kochila and across river Baitarini
Barrage bay raft reinforcement fixing work in progress at baitarani iss project.
95/100
Instream Storage Structure Across Mahanadi at Choudhrygada and across Paika at Tikhiri
Curtain wall shuttering work in progress.
96/100
Integrated Barrage across river Kochila and across river Baitarini
Barrage bay raft reinforcement fixing work in progress at baitarani iss project.
97/100
Instream Storage Structure Across Mahanadi at Choudhrygada and across Paika at Tikhiri
Pier steel placing and binding work in progress at Choudhary gada iss project.
98/100
Integrated Barrage across river Kochila and across river Baitarini
Barrage bay raft reinforcement fixing work in progress at baitarani iss project.
99/100
UGPL, Left Lower Suktel Canal Division
1ha outlet point fixing work is in progress at LO-130B (Z-5176), LM-7 near village Bagdia in presence of DoWR AE and PMC team.
100/100
Instream Storage Structure, Nandagaon
Gate no 11 both barrage bay gate and stoplog gate 2nd stage embedded parts erection work under progress on 25.03.2026
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