1/100
Instream Storage Structure, KansariGanda
Slump cone test done at site.
2/100
Instream Storage Structure, KansariGanda
Visit of AE dept, Geologist and IEE Expert along with Site engineers PMC to the ISS Site. Inspected the overall progress of site, D/S LHS Barrage Bay Divide Wall Panel no-86 concrete pouring completed, Panel number 99A,99B of d/ s Flank wall grabbing, Checking of Pile Cage Reinforcement before lowering and Grabbing.
3/100
Instream Storage Structure, KansariGanda
Visit of AE dept, Geologist and IEE Expert along with Site engineers PMC to the ISS Site. Inspected the overall progress of site, D/S LHS Barrage Bay Divide Wall Panel no-86 concrete pouring completed, Panel number 99A,99B of d/ s Flank wall grabbing, Checking of Pile Cage Reinforcement before lowering and Grabbing.
4/100
Instream Storage Structure, KansariGanda
Visit of AE dept, Geologist and IEE Expert along with Site engineers PMC to the ISS Site. Inspected the overall progress of site, D/S LHS Barrage Bay Divide Wall Panel no-86 concrete pouring completed, Panel number 99A,99B of d/ s Flank wall grabbing, Checking of Pile Cage Reinforcement before lowering and Grabbing.
5/100
Instream Storage Structure, KansariGanda
Visit of AE dept, Geologist and IEE Expert along with Site engineers PMC to the ISS Site. Inspected the overall progress of site, D/S LHS Barrage Bay Divide Wall Panel no-86 concrete pouring completed, Panel number 99A,99B of d/ s Flank wall grabbing, Checking of Pile Cage Reinforcement before lowering and Grabbing.
6/100
Instream Storage Structure, KansariGanda
Slump cone test done at site.
7/100
Instream Storage Structure, KansariGanda
Visit of AE dept, Geologist and IEE Expert along with Site engineers PMC to the ISS Site. Inspected the overall progress of site, Diaphragm wall cage reinforcement binding, Left side fish pass area reinforcement binding and shuttering work in progress, Checking of Pile Cage Reinforcement before lowering and Grabbing.
8/100
Instream Storage Structure, KansariGanda
Visit of AE dept, Geologist and IEE Expert along with Site engineers PMC to the ISS Site. Inspected the overall progress of site, Diaphragm wall cage reinforcement binding, Left side fish pass area reinforcement binding and shuttering work in progress, Checking of Pile Cage Reinforcement before lowering and Grabbing.
9/100
Instream Storage Structure, KansariGanda
Visit of AE dept, Geologist and IEE Expert along with Site engineers PMC to the ISS Site. Inspected the overall progress of site, Diaphragm wall cage reinforcement binding, Left side fish pass area reinforcement binding and shuttering work in progress, Checking of Pile Cage Reinforcement before lowering and Grabbing.
10/100
Instream Storage Structure, KansariGanda
Visit of AE dept, Geologist and IEE Expert along with Site engineers PMC to the ISS Site. Inspected the overall progress of site, Diaphragm wall cage reinforcement binding, Left side fish pass area reinforcement binding and shuttering work in progress, Checking of Pile Cage Reinforcement before lowering and Grabbing.
11/100
Instream Storage Structure, KansariGanda
Visit of AE dept, Geologist and IEE Expert along with Site engineers PMC to the ISS Site. Inspected the overall progress of site, Diaphragm wall cage reinforcement binding, Left side fish pass area reinforcement binding and shuttering work in progress, Checking of Pile Cage Reinforcement before lowering and Grabbing.
12/100
Instream Storage Structure, KansariGanda
Visit of AE dept, Geologist and IEE Expert along with Site engineers PMC to the ISS Site. Inspected the overall progress of site, Diaphragm wall cage reinforcement binding, Left side fish pass area reinforcement binding and shuttering work in progress, Checking of Pile Cage Reinforcement before lowering and Grabbing.
13/100
Instream Storage Structure, KansariGanda
Visit of AE dept, Geologist and IEE Expert along with Site engineers PMC to the ISS Site. Inspected the overall progress of site, Diaphragm wall cage reinforcement binding, Left side fish pass area reinforcement binding and shuttering work in progress, Checking of Pile Cage Reinforcement before lowering and Grabbing.
14/100
Instream Storage Structure, Gudvella
Cast of concrete 2nd lift PCC M20A20 grade at 1st row D/s curtain wall from P2 to P6 with RL 147.70m to 148.20m is under progress in the presence of Dept JE, site engineer of PMC and agency forman. The slump test value is 74mm on 10.02.2026
15/100
Instream Storage Structure, Gudvella
Cast of concrete 2nd lift PCC M20A20 grade at 1st row D/s curtain wall from P2 to P6 with RL 147.70m to 148.20m is under progress in the presence of Dept JE, site engineer of PMC and agency forman. The slump test value is 74mm on 10.02.2026
16/100
Instream Storage Structure, Gudvella
Cast of concrete 16th lift PCC M20A20 grade at right side u/s flard out wall from RL 157.60m to 158.20m is under progress in the presence of Dept JE, site engineer of PMC and agency. The slump test value is 73mm on 10.02.2026
17/100
Instream Storage Structure, Gudvella
Cast of concrete 16th lift PCC M20A20 grade at right side u/s flard out wall from RL 157.60m to 158.20m is under progress in the presence of Dept JE, site engineer of PMC and agency. The slump test value is 73mm on 10.02.2026
18/100
Instream Storage Structure, Gudvella
Cast of concrete 17th lift PCC M20A20 grade at right side D/s flared out wall from RL 158.20m to 158.80m is under progress in the presence of Dept JE, site engineer of PMC and agency. The slump test value is 70mm on 10.02.2026
19/100
Instream Storage Structure, Gudvella
Cast of concrete 17th lift PCC M20A20 grade at right side D/s flared out wall from RL 158.20m to 158.80m is under progress in the presence of Dept JE, site engineer of PMC and agency. The slump test value is 70mm on 10.02.2026
20/100
Instream Storage Structure, Gudvella
• 1. Cast of concrete RCC M25A20 grade at deck slab no-10 in between P9 and A2 is in progress
2. Slump checked at site and slump value is 92mm
3. Casting of cubes done at site
4. Conducted test for 7 days compressive strength of concrete cube RCC M25 A20 grade at field laboratory and result found 22.51 N/mm2
5. Conducted combined gradation of 20mm and 10mm coarse aggregate and result found satisfactory
6. Test for silt content of sand done and silt content found 2.62% on 10.02.2026
21/100
Instream Storage Structure, Gudvella
• 1. Cast of concrete RCC M25A20 grade at deck slab no-10 in between P9 and A2 is in progress
2. Slump checked at site and slump value is 92mm
3. Casting of cubes done at site
4. Conducted test for 7 days compressive strength of concrete cube RCC M25 A20 grade at field laboratory and result found 22.51 N/mm2
5. Conducted combined gradation of 20mm and 10mm coarse aggregate and result found satisfactory
6. Test for silt content of sand done and silt content found 2.62% on 10.02.2026
22/100
Instream Storage Structure, Gudvella
• 1. Cast of concrete RCC M25A20 grade at deck slab no-10 in between P9 and A2 is in progress
2. Slump checked at site and slump value is 92mm
3. Casting of cubes done at site
4. Conducted test for 7 days compressive strength of concrete cube RCC M25 A20 grade at field laboratory and result found 22.51 N/mm2
5. Conducted combined gradation of 20mm and 10mm coarse aggregate and result found satisfactory
6. Test for silt content of sand done and silt content found 2.62% on 10.02.2026
23/100
Instream Storage Structure, Gudvella
• 1. Cast of concrete RCC M25A20 grade at deck slab no-10 in between P9 and A2 is in progress
2. Slump checked at site and slump value is 92mm
3. Casting of cubes done at site
4. Conducted test for 7 days compressive strength of concrete cube RCC M25 A20 grade at field laboratory and result found 22.51 N/mm2
5. Conducted combined gradation of 20mm and 10mm coarse aggregate and result found satisfactory
6. Test for silt content of sand done and silt content found 2.62% on 10.02.2026
24/100
Instream Storage Structure, Gudvella
Casting of concrete RCC M25A20 grade at deck slab no-10 in between P9 and A2 from RL 159.50m to 160.30 m is under progress through pump in the presence of IE expert, QC expert, Dept JE, site engineer of PMC and agency. The slump test value is 89mm on 10.02.2026
25/100
Instream Storage Structure, Gudvella
Casting of concrete RCC M25A20 grade at deck slab no-10 in between P9 and A2 from RL 159.50m to 160.30 m is under progress through pump in the presence of IE expert, QC expert, Dept JE, site engineer of PMC and agency. The slump test value is 89mm on 10.02.2026
26/100
Instream Storage Structure, Gudvella
Casting of concrete RCC M25A20 grade at deck slab no-10 in between P9 and A2 from RL 159.50m to 160.30 m is under progress through pump in the presence of IE expert, QC expert, Dept JE, site engineer of PMC and agency. The slump test value is 89mm on 10.02.2026
27/100
Instream Storage Structure, Gudvella
Block out final measurement work under progress on 10.02.2026
28/100
Instream Storage Structure, Gudvella
Block out final measurement work under progress on 10.02.2026
29/100
Instream Storage Structure, Gudvella
Trestle assembly work under progress on 10.02.2026
30/100
Instream Storage Structure, Gudvella
Trestle assembly work under progress on 10.02.2026
31/100
Instream Storage Structure, Gudvella
Shuttering work at u/s flared out wall is under progress on 10.02.2026
32/100
Instream Storage Structure, Gudvella
• 1. Reinforcement work at right side D/s wing wall for 6th lift RCC is under progress.
2. Shuttering work right side D/s flared out wall for 17th lift PCC is under progress on 10.02.2026
33/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.6&7 for 9th lift of bay no.7 is in progress in presence of PM,EPC agency,Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 82mm on 10.02.2026
34/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.6&7 for 9th lift of bay no.7 is in progress in presence of PM,EPC agency,Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 82mm on 10.02.2026
35/100
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 bay No.7 of Pier No. 6&7 for 9th lift has been checked and found correct by HM Expert of PMC during his site visit on dt.02.02.2026 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 10.02.2026
36/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade of 2nos. CC blocks at U/S right Flared out wall i.e 1no. of size 6.0x1.5x0.6m from sec.4-4 to sec.5-5 for 14th lift and 1no. of size 6.0x1.5x0.6m at sec. 2-2 for 12th lift upto RL-244.20m is in progress in presence of PM EPC agency,Site Engineer of PMC & EPC agency. The slump test value is 78mm on 10.02.2026
37/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade of 2nos. CC blocks at U/S right Flared out wall i.e 1no. of size 6.0x1.5x0.6m from sec.4-4 to sec.5-5 for 14th lift and 1no. of size 6.0x1.5x0.6m at sec. 2-2 for 12th lift upto RL-244.20m is in progress in presence of PM EPC agency,Site Engineer of PMC & EPC agency. The slump test value is 78mm on 10.02.2026
38/100
Instream Storage Structure, Nandagaon
• 1. The casting of CC blocks at following area have been checked in presence of PM, EPC agency, Site Engineers of PMC & EPC Agency:
(i) 2Nos. CC blocks at U/S right Flared out wall i.e 1no. of size 6.0x1.5x0.6m from sec.4-4 to sec.5-5 for 14th lift and 1no. of size 6.0x1.5x0.6m at sec. 2-2 for 12th lift upto RL-244.20m is completed.
(ii) Filling of inverted filter materials covering with LDPE paper 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 10.02.2026
39/100
Instream Storage Structure, Nandagaon
Trestle assembly welding work under progress on 10.02.2026
40/100
Instream Storage Structure, Nandagaon
Monorail walkway fit-up and welding work is in progress on 10.02.2026
41/100
Instream Storage Structure, Nandagaon
1st nos of under sluice gate both barrage bay gate and stoplog gate side sil beam, roller track and center guide erection work under progress on 10.02.2026
42/100
Instream Storage Structure, Nandagaon
1st nos of under sluice gate both barrage bay gate and stoplog gate side sil beam, roller track and center guide erection work under progress on 10.02.2026
43/100
Instream Storage Structure, Nandagaon
Shuttering for foundation concrete at D/S right flared out wall, Block-2 is in progress on 10.02.2026
44/100
Instream Storage Structure, Nandagaon
Reinforcement binding & shuttering at right abutment, Block-2 is in progress on 10.02.2026
45/100
Instream Storage Structure, Nandagaon
Shuttering for 2nd stage concrete at pier no.6&7,bay-7 work is under progress on 10.02.2026
46/100
Barrage across river Turi & Guntat
Reinforcement bar bending activities are currently in progress between Pier–I and Pier–II at the Guntat Barrage site.
47/100
Instream Storage Structure, Nandagaon
Shuttering for CC blocks at U/S right flared out wall is in progress on 10.02.2026
48/100
Instream Storage Structure Across Mahanadi at Choudhrygada and across Paika at Tikhiri
Epoxy paint coating work is going on at choudhary gada iss project- 11.02.2026
49/100
Integrated Barrage across river Kochila and across river Baitarini
LHS Barrage bay abutment line bed excavation work in progress-11.02.2026
50/100
MMIP, Bankatira Barrage Project
A ramp is being constructed on the Left embankment of river for smooth entry of transporting vehicles into the work site inside the river bank.
51/100
UGPL, Right Lower Suktel Canal Division
Stone pitching work is in progress of external drain of Pump House in presence of PMC team.
52/100
UGPL, Right Lower Suktel Canal Division
OCS chamber above GL finishing work is in progress of OCS No:- 0213026-C06B at village Jharbalangir in presence of CME (PSS) with PMC team.
53/100
UGPL, Right Lower Suktel Canal Division
OCS chamber piping work is in progress of OCS No-0213090-C18B at village Kurlupali in presence of PMC team visited by CME (PSS) with PMC team.
54/100
UGPL, Left Lower Suktel Canal Division
Excavation work is in progress of 280mm Dia HDPE pipe line from J-354 to J-355, RM-6 near village Kuturapali in presence of DoWR SDO and PMC team.
55/100
UGPL, Left Lower Suktel Canal Division
180mm Dia HDPE pipe jointing work is in progress for laying between J-25 to J-26, RM-13 near village Chhatabahal.
56/100
UGPL, Left Lower Suktel Canal Division
Excavation work is in progress for fitting Air valve to 140mm Dia HDPE pipe from J-520 to LO-146, LM-8 near village Taliudar.
57/100
Instream Storage Structure, Kuakhai
Casting of RCC M30A20 in left counterfort wall in zone 3 & 4 from RL 10 .05m to RL 11.45m is under progress.
58/100
UGPL, Left Lower Suktel Canal Division
Internal Approach road block shuttering board fixing work is in progress near MSDSS area at Pump House in presence of PMC team.
59/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Cube casting & Slump testing M25A20 (Value 85 mm) of Middle Cross cut-off, 3rd lift done in presence of Client & PSS Team.
60/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Concreting M25A20 of Middle Cross cut-off, 3rd lift is under progress in presence of Client & PSS Team.
61/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Shuttering of LHS Side cut-off is under Progress.
62/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Testing for Compressive Strength of M25A20 has done in presence of Client & PSS team.
63/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Cube casting & Slump testing M25A20 (Value 90 mm) of RHS Raft done in presence of Client & PSS Team.
64/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Concreting M25A20 of RHS Raft is under progress in presence of Client & PSS Team.
65/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Shuttering of RHS Double pier, 6th lift is under Progress.
66/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Shuttering of RHS under sluice slope portion is under Progress.
67/100
Instream Storage Structure, Jharbeda
Slump testing M20A20 (Value 50 mm) of Pier No-6 to Pier No-7 U/S Gravity floor, 3rd lift Layer PCC done in presence of Client & PSS Team.
68/100
Instream Storage Structure, Jharbeda
Concreting M20A20 of Pier No-6 to Pier No-7 U/S Gravity floor, 3rd lift Layer PCC is under progress in presence of Client & PSS Team.
69/100
Instream Storage Structure, Jharbeda
Testing of Compressive M20A20 (Strength is 28.65/mm2 for 28 days) has done in presence of Client & PSS team.
70/100
Instream Storage Structure, Jharbeda
Shuttering of Pier No-7 is under Progress.
71/100
Instream Storage Structure, Jharbeda
Shuttering of Pier No-4 to Pier No-7, 1st lift End sill is under Progress.
72/100
Instream Storage Structure, Jharbeda
Curing of Gravity floor is under Progress.
73/100
Instream Storage Structure, Jharbeda
Cleaning & Shuttering for Pier No-6 to Pier No-7 U/S Gravity floor is under Progress.
74/100
Instream Storage Structure, Jharbeda
Shuttering of Pier No-6 is under Progress.
75/100
Instream Storage Structure, Jharbeda
Shuttering & binding of reinforcement for D/S Cut-off Pier No-6 to RHS Divide wall 2 is under Progress.
76/100
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.
77/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 90 mm) of Pier No-9, 14th lift with pier Cap done in presence of Client & PSS Team.
78/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-9, 14th lift with pier Cap is under progress in presence of Client & PSS Team.
79/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 85 mm) of Pier No-16, 4th lift at Block No-3 done in presence of Client & PSS Team.
80/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-16, 4th lift at Block No-3 is under progress in presence of Client & PSS Team.
81/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 80 mm) of Pier No-13, 8th lift at Block No-2 done in presence of Client & PSS Team.
82/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-13, 8th lift at Block No-2 is under progress in presence of Client & PSS Team.
83/100
Instream Storage Structure, Hamirpur
2nd stage embedded parts erection work is in progress at (Bay No-21).
84/100
Instream Storage Structure, Hamirpur
Visited by Dy. TL, PSS in presence of A.E.E, A.E, RID and I.E.E, QA & QC Expert of PSS team along with representative of EPC Agency regarding Shuttering & binding of reinforcement for Deck slab and other ongoing activities at ISS Site.
85/100
Instream Storage Structure, Hamirpur
Testing of Compressive M25A20 (Strength is 21.48/mm2 for 07 days) of Pier No-9, 13th lift and (Strength is 21.19/mm2 for 07 days) of Pier No-14, 10th lift and M30A20 (Strength is 28.30/mm2 for 07 days) of Groove 2nd stage (Bay No-24 & 25) has done in presence of Client & PSS team.
86/100
Instream Storage Structure, Hamirpur
Shuttering of Deck slab (Bay No-27) is under progress.
87/100
Instream Storage Structure, Hamirpur
Shuttering of Flared wall, 7th lift is under progress.
88/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-30, 8th lift is under progress.
89/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-19, 12th lift is under progress.
90/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-12, 14th lift is under progress.
91/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-11, 14th is under progress.
92/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-8, 14th lift is under progress.
93/100
Instream Storage Structure, Khalpal
Slump testing M25A20 (Value 90 mm) of Left sluice bay Pier No-28 at Block No-5 done in presence of Client & PSS Team.
94/100
Instream Storage Structure, Khalpal
Concreting M25A20 of Left sluice bay Pier No-28 at Block No-5 is under progress in presence of Client & PSS Team.
95/100
Instream Storage Structure, Kushabhadra
Slump test done at site, slump value is 82mm.
96/100
Instream Storage Structure, Kushabhadra
Casting of CC M20A20 in Right d/s flared out wall in progress.
97/100
Instream Storage Structure, Kushabhadra
Right u/s flared out wall shuttering work in progress.
98/100
Instream Storage Structure, Kushabhadra
7 days cube test for CC M30A20 done at field laboratory of the ISS.
99/100
Instream Storage Structure, Kushabhadra
Field compaction test conducted at Right U/S flared out wall guide bond area.
100/100
Instream Storage Structure, Kushabhadra
Left D/S Flared out wall (sec 1-1 to 3-3, RL 8.0m to 8.50m) raft concrete laying in progress.
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