1/100
Integrated Barrage across river Kochila and across river Baitarini
BAITARANI -ISS Sluice bay divide wall casting work in progress-27.12.2025
2/100
Instream Storage Structure Across Mahanadi at Choudhrygada and across Paika at Tikhiri
Down stream coffer dam Sheet pile drive work is going on at Choudhary gada iss project-27.12.2025
3/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Slump testing M20A20 (Value 90 mm) of Gravity floor (PCC) done in presence of Client & PSS Team.
4/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Concreting M20A20 of Gravity floor (PCC) is under progress in presence of Client & PSS Team.
5/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Shuttering of Middle pier, 3rd lift is under process.
6/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Shuttering of LHS Mid-Pier, 2nd lift is under process.
7/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Binding of reinforcement for LHS Counterfort & Abutment wall, 4th lift is under process.
8/100
Instream Storage Structure, Jharbeda
Excavation for Pier No-7 to RHS Abutment wall is under progress..
9/100
Instream Storage Structure, Jharbeda
Cleaning of Pier No-8 is under progress..
10/100
Instream Storage Structure, Jharbeda
Curing of Pier No-5, 4th lift is under progress.
11/100
Instream Storage Structure, Jharbeda
Curing of Pier No-7, 2nd lift is under progress..
12/100
Instream Storage Structure, Hamirpur
R/S Random Rubble masonry work is under progress at U/S Block No-5.
13/100
Instream Storage Structure, Hamirpur
Testing of Compressive M25A20 (Strength is 30.44/mm2 for 28 days) of Pier No-31, 6th lift and (Strength is 30.67/mm2 for 28 days) of Pier No-23, 11th lift and M30A20 (Strength is 37.70/mm2 for 28 days) of Sill beam (Bay No-14) and M25A20 (Strength is 21.19/mm2 for 07 days) of Pier No-9, 6th lift and (Strength is 21.48/mm2 for 07 days) of Pier No-22, 9th lift has done in presence of Client & PSS team.
14/100
Instream Storage Structure, Hamirpur
Hoist bridge platform welding work is in progress.
15/100
Instream Storage Structure, Hamirpur
Column guideline welding work is in progress.
16/100
Instream Storage Structure, Hamirpur
MS plate marking and Cutting for column guideline work is in progress.
17/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-31, 12th lift is under progress.
18/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-22, 10th lift is under progress.
19/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-20, 9th lift is under progress.
20/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-19, 6th lift is under progress.
21/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-18, 14th lift is under progress.
22/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-17, pier Cap is under progress.
23/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-11, 5th lift is under progress.
24/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-10, 9th lift is under progress.
25/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-9, 7th lift is under progress.
26/100
Instream Storage Structure, Khalpal
Slump testing M25A20 (Value 165 mm) of Barrage bay Cross Cut-off Panel No-12 done in presence of Client & PSS Team.
27/100
Instream Storage Structure, Khalpal
Concreting M25A20 of Barrage bay Cross Cut-off Panel No-12 done in presence of Client & PSS Team.
28/100
Instream Storage Structure, Khalpal
Diaphragm wall cage placing for Barrage bay Cross Cut-off Panel No-12 in presence of Client & PSS Team.
29/100
Instream Storage Structure, Khalpal
Slump testing M35A20 (Value 90 mm) of Girder No-13 done in presence of Client & PSS Team.
30/100
Instream Storage Structure, Khalpal
Concreting M35A20 of Girder No-13 is under progress in presence of Client & PSS Team.
31/100
UGPL, Right Lower Suktel Canal Division
Proceeding of Pani panchayat awareness meeting in presence of DoWR staff and PMC team at village Keserkala.
32/100
Instream Storage Structure, Gudvella
Casting of concrete for 2nd lift PCC M15A40 grade at right side U/s flard out wall raft from RL 144.65m to 145.25m is completed in the presence of Dept JE, site engineer of PMC and agency forman at site. Slump achieved 74mm on 25.12.2025
33/100
Instream Storage Structure, Gudvella
Casting of concrete for 2nd lift PCC M15A40 grade at right side U/s flard out wall raft from RL 144.65m to 145.25m is completed in the presence of Dept JE, site engineer of PMC and agency forman at site. Slump achieved 74mm on 25.12.2025
34/100
Instream Storage Structure, Gudvella
Cast of concrete for 2nd lift PCC M15A40 grade at right side U/s flard out wall raft from RL 144.65m to 145.25m is underprogress through chute in the presence of Dept JE, site engineer of PMC and agency forman at site. Slump achieved 75mm on 25.12.2025
35/100
Instream Storage Structure, Gudvella
Cast of concrete for 2nd lift PCC M15A40 grade at right side U/s flard out wall raft from RL 144.65m to 145.25m is underprogress through chute in the presence of Dept JE, site engineer of PMC and agency forman at site. Slump achieved 75mm on 25.12.2025
36/100
Instream Storage Structure, Gudvella
Area of u/s flared out wall A2 is ready for pocket filling of grade M15A40. RL 144.65 m to 145.25 m. approved by SDO and AE on 25.12.2025
37/100
Instream Storage Structure, Gudvella
Cast of concrete 3rd lift RCC M25A20 grade at right side D/s flard out wall cutoff from RL 145.30m to 145.90m is completed in the presence of Dept JE, site engineer of PMC and agency forman at site. Slump achieved 72mm on 25.12.2025
38/100
Instream Storage Structure, Gudvella
Cast of concrete 3rd lift RCC M25A20 grade at right side D/s flard out wall cutoff from RL 145.30m to 145.90m is completed in the presence of Dept JE, site engineer of PMC and agency forman at site. Slump achieved 72mm on 25.12.2025
39/100
Instream Storage Structure, Gudvella
Area of u/s flared out wall cutoffof A2 is ready for concreting of grade M25A20 (2nd lift RCC) from RL 145.300 m to 145.90 m. approved by SDO and AE on 25.12.2025
40/100
Instream Storage Structure, Gudvella
Area of d/s flared out wall cutoffof A2 is ready for concreting of grade M25A20 (3rd lift RCC) from RL 146.15 m to 146.75 m. approved by SDO and AE on 25.12.2025
41/100
Instream Storage Structure, Gudvella
Shuttering work at right side abutment A2 including 4nos CF for 3rd lift RCC on 25.12.2025
42/100
Instream Storage Structure, Gudvella
Shuttering work under progress at control room building on 25.12.2025
43/100
Instream Storage Structure, Gudvella
Reinforcement work at right side U/s flank wall including return wall for 1st lift is in progress on 25.12.2025
44/100
Instream Storage Structure, Gudvella
Cast of concrete 16th lift PCC M20A20 grade at left side D/s flard out wall from sec 1-1 to 4-4 with RL 157.60m to 158.20m is completed in the presence of Dept JE, site engineer of PMC and agency forman at site. Slump achieved 70mm on 24.12.2025
45/100
Instream Storage Structure, Gudvella
Cast of concrete 16th lift PCC M20A20 grade at left side D/s flard out wall from sec 1-1 to 4-4 with RL 157.60m to 158.20m is completed in the presence of Dept JE, site engineer of PMC and agency forman at site. Slump achieved 70mm on 24.12.2025
46/100
Instream Storage Structure, Gudvella
Area of d/s flared out wall of A1 is ready for concreting of grade M20A20 16th lift PCC from RL 157.60 m to 158.20 m. approved by SDO and AE on 24.12.2025
47/100
Instream Storage Structure, Gudvella
Cast of concrete RCC M25A20 grade at right side D/s flank wall raft from RL 147.10m to 148.60m is completed in the presence of Dept JE site engineer of PMC and agency forman at site. Slump achieved 91mm on 24.12.2025
48/100
Instream Storage Structure, Gudvella
Cast of concrete RCC M25A20 grade at right side D/s flank wall raft from RL 147.10m to 148.60m is completed in the presence of Dept JE site engineer of PMC and agency forman at site. Slump achieved 91mm on 24.12.2025
49/100
Instream Storage Structure, Gudvella
Area of d/s Flank Wall Raft of A2 is ready for concreting of grade M25A20 RCC from RL 147.10 m to 148.60 m. approved by SDO and AE on 24.12.2025
50/100
Instream Storage Structure, Gudvella
Reinforcement work at right side d/s flank wall raft RCC has been checked,
01. Main bar (Top & Bottom) - 32mm @ 100mmC/c
02. Distribution bar ( Top & Bottom) - 16mm @ 150mm C/c
03. Length of the raft - 10.50 m
04. Breadth of the Raft - 10.00 m
05. Cover block placed as per approved design on 24.12.2025
51/100
Instream Storage Structure, Gudvella
Roller track and guide installation work under progress barrage bay no 4 on 24.12.2025
52/100
Instream Storage Structure, Gudvella
Shuttering work at right side D/s flard out wall cutoff for 3rd lift Rcc on 24.12.2025
53/100
Instream Storage Structure, Gudvella
Shuttering and reinforcement work is under progress at under sluice bay in between P9 and A2 on 24.12.2025
54/100
Instream Storage Structure, Gudvella
Shuttering work under progress at left side d/s flaredout wall on 24.12.2025
55/100
Instream Storage Structure, Gudvella
Reinforcement & shuttering work under progress at control room building on 24.12.2025
56/100
Instream Storage Structure, Gudvella
Reinforcement work at right side U/s flank wall including return wall for 1st lift is in progress on 24.12.2025
57/100
Instream Storage Structure, Gudvella
Cast of concrete 2nd lift PCC M15A40 GRADE at right side D/s flard out wall raft from RL 144.75m to 145.55m is completed in the presence of Dept JE, site engineer's of PMC and agency forman at site. Slump achieved 70mm on 24.12.2025
58/100
Instream Storage Structure, Gudvella
Cast of concrete 2nd lift PCC M15A40 GRADE at right side D/s flard out wall raft from RL 144.75m to 145.55m is completed in the presence of Dept JE, site engineer's of PMC and agency forman at site. Slump achieved 70mm on 24.12.2025
59/100
Instream Storage Structure, Gudvella
Column & footing reinforcement for control room building work is under progress on 23.12.2025
60/100
Instream Storage Structure, Gudvella
Shuttering at left side D/s flard out wall for 15 th lift PCC is in progress on 23.12.2025
61/100
Instream Storage Structure, Gudvella
Cast of concrete 2nd lift PCC M15A40 GRADE at right side D/s flard out wall raft from RL 144.75m to 145.55m is under progress in the presence of Dept JE, site engineer of PMC and agency forman at site. Slump achieved 68mm on 23.12.2025
62/100
Instream Storage Structure, Gudvella
Cast of concrete 2nd lift PCC M15A40 GRADE at right side D/s flard out wall raft from RL 144.75m to 145.55m is under progress in the presence of Dept JE, site engineer of PMC and agency forman at site. Slump achieved 68mm on 23.12.2025
63/100
Instream Storage Structure, Gudvella
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.3 of bay no.3 for 4th lift is completed in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency.Slump achieved 79mm on 23.12.2025
64/100
Instream Storage Structure, Gudvella
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.3 of bay no.3 for 4th lift is completed in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency.Slump achieved 79mm on 23.12.2025
65/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.3 of bay no.3 for 4th lift is completed in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency.Slump achieved 79mm on 25.12.2025
66/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.3 of bay no.3 for 4th lift is completed in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency.Slump achieved 79mm on 25.12.2025
67/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade for 1no. CC block of size 5.0x1.5x0.6m at U/S right flared out wall from sec.2-2 to sec.4-4 for 6th lift upto RL-240.60m is completed in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 71mm on 25.12.2025
68/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade for 1no. CC block of size 5.0x1.5x0.6m at U/S right flared out wall from sec.2-2 to sec.4-4 for 6th lift upto RL-240.60m is completed in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 71mm on 25.12.2025
69/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade for 2nos. CC blocks of size 6x1.5x0.6m at D/S left flared out wall i.e 1no. at sec.4-4 for 5th lift & 1no. from sec.5-5 to sec.6-6 for 6th lift upto RL-238.80m is completed in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency,ISS Nandgaon. Slump achieved 75mm on 25.12.2025
70/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade for 2nos. CC blocks of size 6x1.5x0.6m at D/S left flared out wall i.e 1no. at sec.4-4 for 5th lift & 1no. from sec.5-5 to sec.6-6 for 6th lift upto RL-238.80m is completed in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency,ISS Nandgaon. Slump achieved 75mm on 25.12.2025
71/100
Instream Storage Structure, Nandagaon
• The casting of CC block at following area has been checked in presence of JE,kid, PM EPC Agency and Site Engineers of PMC & EPC Agency:
(i)1No. CC block of size 5.0x1.5x0.6m at U/S right Flared out wall from sec. 2-2 to sec.4-4 for 6th lift of 0.6m hight upto RL-240.60m 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 25.12.2025
72/100
Instream Storage Structure, Nandagaon
• The casting of CC blocks at following area has been checked in presence of JE,kid, PM EPC Agency and Site Engineers of PMC & EPC Agency:
(i)2 Nos. CC blocks at D/S left Flared out wall i.e 1no. of 6.0x1.5x0.6m at sec.4-4 for 5th lift and 1no. from sec. 5-5 to sec.6-6 for 6th lift of 0.6m hight upto RL-238.80m 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 25.12.2025
73/100
Instream Storage Structure, Nandagaon
Reinforcement binding & Shuttering for pier cap is in progress at pier no-9, Block-2 on 25.12.2025
74/100
Instream Storage Structure, Nandagaon
Reinforcement binding & Shuttering for pier cap is in progress at pier no-10, Block-2 on 25.12.2025
75/100
Instream Storage Structure, Nandagaon
Reinforcement binding Shuttering is in progress at D/S right flank wall, Block-2 opn 25.12.2025
76/100
Instream Storage Structure, Nandagaon
Shuttering is in progress at U/S right flared out wall,Block-2 on 25.12.2025
77/100
Instream Storage Structure, Nandagaon
Reinforcement binding & Shuttering is in progress at U/S right flank wall, Block-2 on 25.12.2025
78/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade for 1no. CC block of size 5.0x1.5x0.6m at U/S right flared out wall at sec.2-2 for 6th lift upto RL-240.60m is completed in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 74mm on 24.12.2025
79/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade for 1no. CC block of size 5.0x1.5x0.6m at U/S right flared out wall at sec.2-2 for 6th lift upto RL-240.60m is completed in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 74mm on 24.12.2025
80/100
Instream Storage Structure, Nandagaon
The casting of CC block at following area has been checked in presence of JE,kid, PM EPC Agency and Site Engineers of PMC & EPC Agency: (i)1No. CC block of size 5.0x1.5x0.6m at U/S right Flared out wall at sec. 2-2 for 6th lift of 0.6m hight upto RL-240.60m 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 24.12.2025
81/100
Instream Storage Structure, Nandagaon
A meeting was held in the camp site office in presence of Addl. CE, WIC, Bhawanipatna in presence of DTL, Tel Basin, Bhawanipatna, Experts of PMC,PM of EPC Agency and all civil n mechanical Site Engineers of PMC and EPC Agency. The PM is instructed to prepare a realistic program in consulting with PMC and SE & SDO concern. PMC site Engineers are directed to post regular basis of concrete quantity as per the daily programmed. Short fall if gained the PM of EPC Agency will be asked towards the fact and the reasons therein should be corresponded in ISS group for better guidance of Addl. CE for further rectification on 24.12.2025
82/100
Instream Storage Structure, Nandagaon
Site inspection ISS , Nandagaon today by Addl. C.E. WIC, Bhawanipatna on dt. 24.12.2025 in presence of DTL, Tel basim, Bhawanipatna , QAC Expert, SDO, ISS Nandagaon, Sr. Site Engineer of PMC, PM of EPC Agency and civil & Mechanical Site Engineers of PMC and EPC Agency on 24.12.2025
83/100
Instream Storage Structure, Nandagaon
Site inspection ISS , Nandagaon today by Addl. C.E. WIC, Bhawanipatna on dt. 24.12.2025 in presence of DTL, Tel basim, Bhawanipatna , QAC Expert, SDO, ISS Nandagaon, Sr. Site Engineer of PMC, PM of EPC Agency and civil & Mechanical Site Engineers of PMC and EPC Agency on 24.12.2025
84/100
Instream Storage Structure, Nandagaon
M25A20 grade concrete casting on dt. 17.12.25, & testing 24.12.25 of pier no. 10 for 9th lift at U/S & 10lift at D/S in presence of DTL,QC except, Sr. site engineering & site engineering of Pmc & site engineering of EPC the average value of compressive strength of cube is 22.52N/mm2 on 24.12.2025
85/100
Instream Storage Structure, Nandagaon
Gate no 7 barrage bay gate 2nd stage embedded parts erection work under progress on 24.12.2025
86/100
Instream Storage Structure, Nandagaon
Shuttering is in progress at D/S left flared out wall,Block-1 on 24.12.2025
87/100
Instream Storage Structure, Nandagaon
Trestle bracing welding work under progress on 24.12.2025
88/100
Instream Storage Structure, Nandagaon
Reinforcement binding is in progress at D/S right flank wall,Block-2 on 24.12.2025
89/100
Instream Storage Structure, Nandagaon
Reinforcement binding & Shuttering for pier cap is in progress at pier no. 10 & pier no. 11 Block-2 on 24.12.2025
90/100
Instream Storage Structure, Nandagaon
Reinforcement binding & Shuttering for pier cap is in progress at pier no. 10 & pier no. 11 Block-2 on 24.12.2025
91/100
Instream Storage Structure, Nandagaon
Curing is in progress at U/S right flared out wall Block-2 on 24.12.2025
92/100
Instream Storage Structure, Nandagaon
Reinforcement binding & Shuttering is in progress at U/S right flank wall, Block-2 on 24.12.2025
93/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade at D/S right flank wall for 4th lift from RL-236.65m to RL-237.95m is in progress through concrete pump in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 81mm on 23.12.2025
94/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade at Pier no.9 for Pier cap from RL-245.10m to RL-245.40m is in progress through concrete pump in presence of JE,KID,PM EPC agency, Site Engineers of PMC & EPC agency,ISS Nandgaon . Slump achieved 81mm on 23.12.2025
95/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade at Pier no.9 for Pier cap from RL-245.10m to RL-245.40m is in progress through concrete pump in presence of JE,KID,PM EPC agency, Site Engineers of PMC & EPC agency,ISS Nandgaon . Slump achieved 81mm on 23.12.2025
96/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade at Pier no.9 for 10th lift at U/S side and 11th lift at D/S side from RL-244.50m to RL-245.10m (Pier cap bottom) is in progress through concrete pump in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency,ISS Nandgaon. Slump achieved 81mm on 23.12.2025
97/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade at Pier no.9 for 10th lift at U/S side and 11th lift at D/S side from RL-244.50m to RL-245.10m (Pier cap bottom) is in progress through concrete pump in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency,ISS Nandgaon. Slump achieved 81mm on 23.12.2025
98/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.2 of bay no.3 for 4th lift is in progress in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 78m on 23.12.2025
99/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.2 of bay no.3 for 4th lift is in progress in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 78m on 23.12.2025
100/100
Integrated Barrage across river Kochila and across river Baitarini
PMC MBBS chandikhol visited to Kochila-Baitarani ISS project today. Discussion held with the Agency to expedite the work -26.12.2025
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