1/100
UGPL, Left Lower Suktel Canal Division
Internal Approach road block concrete pouring work is in progress near MSDSS area at Pump House In presence of PMC team.
2/100
Instream Storage Structure, Gudvella
Cast of concrete 17th lift PCC M20A20 grade at right side u/s flard 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 71mm on 11.02.2026
3/100
Instream Storage Structure, Gudvella
Cast of concrete 17th lift PCC M20A20 grade at right side u/s flard 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 71mm on 11.02.2026
4/100
Instream Storage Structure, Gudvella
Trestle assembly work under progress on 11.02.2026
5/100
Instream Storage Structure, Gudvella
Base plate and base bolt installation work at barrage bay no 2 is under progress on 11.02.2026
6/100
Instream Storage Structure, Gudvella
Base plate and base bolt installation work at barrage bay no 2 is under progress on 11.02.2026
7/100
Instream Storage Structure, Gudvella
Reinforcement work at building column is under progress on 11.02.2026
8/100
Instream Storage Structure, Gudvella
Shuttering work at kerb area from P4 to P9 is under progress on 11.02.2026
9/100
Instream Storage Structure, Gudvella
Shuttering work at u/s flared out wall is under progress on 11.02.2026
10/100
Instream Storage Structure, Gudvella
• 1. Shuttering work at right side d/s flared out wall is under progress.
2. Reinforcement work at right side D/s wing wall for 6th lift RCC is under progress on 11.02.2026
11/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M15A20 grade at D/S right flared out wall foundation for 3rd panel for 3rd lift upto RL-234.0m and body mass concrete for 1st panel for 1st lift upto RL-234.60m of 9.375m length each is in progress in presence of PM EPC agency,Site Engineer of PMC & EPC agency. The slump test value is 75mm on 11.02.2026
12/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M15A20 grade at D/S right flared out wall foundation for 3rd panel for 3rd lift upto RL-234.0m and body mass concrete for 1st panel for 1st lift upto RL-234.60m of 9.375m length each is in progress in presence of PM EPC agency,Site Engineer of PMC & EPC agency. The slump test value is 75mm on 11.02.2026
13/100
Instream Storage Structure, Nandagaon
4. Conducted 2sets of RCC M35A20 grade cube tests for 7days and 28days compressive strength in presence of DTL, Tel Basin, Bhawanipata,CME, Sr. Site Engineer of PMC, SDO ISS Nandagaon, PM of EPC Agency and Site Engineers of PMC and EPC Agency at site Lab. Results are seen during testing i.e. 7days and 28days compressive strength are 36.89N/mm² &45.78N/mm²(Avg) respectively on 11.02.2026
14/100
Instream Storage Structure, Nandagaon
4. Conducted 2sets of RCC M35A20 grade cube tests for 7days and 28days compressive strength in presence of DTL, Tel Basin, Bhawanipata,CME, Sr. Site Engineer of PMC, SDO ISS Nandagaon, PM of EPC Agency and Site Engineers of PMC and EPC Agency at site Lab. Results are seen during testing i.e. 7days and 28days compressive strength are 36.89N/mm² &45.78N/mm²(Avg) respectively on 11.02.2026
15/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M15A20 grade at D/S right flared out wall foundation for 3rd panel for 3rd lift upto RL-234.0m and body mass concrete for 1st panel for 1st lift upto RL-234.60m of 9.375m length each is in progress in presence of PM EPC agency,Site Engineer of PMC & EPC agency. The slump test value is 75mm on 11.02.2026
16/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M15A20 grade at D/S right flared out wall foundation for 3rd panel for 3rd lift upto RL-234.0m and body mass concrete for 1st panel for 1st lift upto RL-234.60m of 9.375m length each is in progress in presence of PM EPC agency,Site Engineer of PMC & EPC agency. The slump test value is 75mm on 11.02.2026
17/100
Instream Storage Structure, Nandagaon
• 3. The casting of CC blocks at following area have been checked in presence of PM, EPC agency, Site Engineers of PMC & EPC Agency:
(i) 3Nos. CC blocks at U/S right Flared out wall i.e 1no. of size 6.0x1.5x0.6m from from sec.4-4 to sec.5-5 for 15th lift and 1no. of size 6.0x1.5x0.6m from sec. 2-2 to sec. 4-4 for 14th lift and 1no. 3.75x1.5x0.6m from sec.1-1 to 2-2 for 9th lift upto RL-244.80m 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 11.02.2026
18/100
Instream Storage Structure, Nandagaon
• 2. Checked the area before placement of concrete at D/S right flared out wall foundation with following activities in presence of PM,EPC agency,Site Engineers of PMC & Site Engineer of EPC Agency, ISS, Nandagaon:(i) Shuttering of D/S right flared out wall foundation for 3rd panel for 3rd lift upto RL-234.0m and body mass concrete for 1st panel for 1st lift upto RL-234.60m of 9.375m length each are completed.
(ii) Application of 2 coat bitumen paint at CJ's concrete surface is done.
(iii) The concrete surface is cleaned properly through air water jetting and passed by SE, KID Bhawanipatna for placing concrete with PCC M15A20 grade on 11.02.2026
19/100
Instream Storage Structure, Nandagaon
Launching of 3nos. RCC main girders has been done at Bay No.8 by Mechanical means in presence of DTL, Tel Basin, Bhawanipata, CME, HME, Sr. Site Engineer of PMC, SDO, ISS Nandagaon, PM of EPC Agency, Site Engineers of PMC and EPC Agency on 11.02.2026
20/100
Instream Storage Structure, Nandagaon
Launching of 3nos. RCC main girders has been done at Bay No.8 by Mechanical means in presence of DTL, Tel Basin, Bhawanipata, CME, HME, Sr. Site Engineer of PMC, SDO, ISS Nandagaon, PM of EPC Agency, Site Engineers of PMC and EPC Agency on 11.02.2026
21/100
Instream Storage Structure, Nandagaon
Launching of 3nos. RCC main girders has been done at Bay No.8 by Mechanical means in presence of DTL, Tel Basin, Bhawanipata, CME, HME, Sr. Site Engineer of PMC, SDO, ISS Nandagaon, PM of EPC Agency, Site Engineers of PMC and EPC Agency on 11.02.2026
22/100
Instream Storage Structure, Nandagaon
Walkway fit up and welding work under progress. Measured the dimensions as per approved drawing on 11.02.2026
23/100
Instream Storage Structure, Nandagaon
Walkway fit up and welding work under progress. Measured the dimensions as per approved drawing on 11.02.2026
24/100
Instream Storage Structure, Nandagaon
Walkway fit up and welding work under progress. Measured the dimensions as per approved drawing on 11.02.2026
25/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade for right abutment wall along with CF walls from double CF wall CJ to U/S EJ for 8th lift at D/S area and 7th lift at U/S side upto RL-242.95m is in progress through concrete pumpin presence of PM,EPC agency,Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 82mm on 11.02.2026
26/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade for right abutment wall along with CF walls from double CF wall CJ to U/S EJ for 8th lift at D/S area and 7th lift at U/S side upto RL-242.95m is in progress through concrete pumpin presence of PM,EPC agency,Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 82mm on 11.02.2026
27/100
Instream Storage Structure, Nandagaon
• 1. Checked the area of right abutment along with CF walls with following activities in presence of PM, EPC agency, Site Engineers of PMC & Site Engineer of EPC agency:-
(i) Checked the reinforcement in binding, tying n spacing of both vertical main & horiz. dist. bars of right abutment along with CF walls from double CF wall CJ to U/S EJ for 7th lift at U/S floor and 8th lift at D/S portion of stilling basin area from RL-241.65m to RL-242.95m completed.
(ii) Rigid n smooth shuttering with 75mm clear cover using cover blocks of 75mm are done.
(iii) Placing of expansion joint material along the EJ between U/S right flank wall & abutment wall is done as per approved drawing n design.
(iv).The concrete surface is cleaned properly through air water jet and passed by SE, KID, Bhawanipatna for placing with RCC M25A20 grade on 11.02.2026
28/100
Instream Storage Structure, Nandagaon
Girder lunching at span-8 from double pier no.7 to pier no.8 is in progress on 11.02.2026
29/100
Instream Storage Structure, Nandagaon
Girder lunching at span-8 from double pier no.7 to pier no.8 is in progress on 11.02.2026
30/100
Instream Storage Structure, Nandagaon
Girder lunching at span-8 from double pier no.7 to pier no.8 is in progress on 11.02.2026
31/100
Instream Storage Structure, Nandagaon
Fixing of 3nos. Elastomeric Bearing pad at middle right double Pier No.7 with application of Epoxy Resing Adhesive on pedestals concrete surface is in progress for launching of RCC main girders at barrage bay No. 6 on 11.02.2026
32/100
Instream Storage Structure, Nandagaon
Fixing of 6nos. Elastomeric Bearing is in progress at pier no.8 with application of Epoxy Resing Adhesive on pedestals concrete surface on 11.02.2026
33/100
Instream Storage Structure, Nandagaon
Fixing of 3nos. Elastomeric Bearing at middle double pier no.7 with application of Epoxy Resing Adhesive on pedestals concrete surface on 11.02.2026
34/100
Instream Storage Structure, Nandagaon
Fixing of 3nos. Elastomeric Bearing at middle double pier no.7 with application of Epoxy Resing Adhesive on pedestals concrete surface on 11.02.2026
35/100
Instream Storage Structure, Nandagaon
Trestle assembly welding work under progress on 11.02.2026
36/100
Instream Storage Structure, Nandagaon
Monorail walkway fit-up and welding work is in progress on 11.02.2026
37/100
Instream Storage Structure, Nandagaon
1st nos of under sluice gate both barrage bay gate and stoplog gate side sil beam, roller track and centre guide erection work under progress on 11.02.2026
38/100
Instream Storage Structure, Nandagaon
1st nos of under sluice gate both barrage bay gate and stoplog gate side sil beam, roller track and centre guide erection work under progress on 11.02.2026
39/100
Instream Storage Structure, Nandagaon
Reinforcement binding & shuttering at right abutment, Block-2 is in progress on 11.02.2026
40/100
Instream Storage Structure, Nandagaon
Shuttering for CC blocks at U/S right flared out wall is in progress on 11.02.2026
41/100
Barrage across river Turi & Guntat
Checking of reinforcement of 3rd slab of Guntat Barrage (slab on pier 1 to pier 2)
42/100
UGPL, Right Lower Suktel Canal Division
Stone pitching and concrete gap filling work is in progress of external drain of Pump House in presence of PMC team.
43/100
UGPL, Left Lower Suktel Canal Division
Slump testing work is in progress for internal approach road block casting at Pump House in presence of DoWR JE, PMC team and MEIL staff.
44/100
UGPL, Left Lower Suktel Canal Division
Excavation work is in progress for 250mm Dia HDPE pipe line from J-355 to J-350 ,RM-6, near Kuturapali.
45/100
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.
46/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Cube casting & Slump testing M25A20 (Value 90 mm) of Middle pier, 7th lift done in presence of Client & PSS Team.
47/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Concreting M25A20 of Middle pier, 7th lift is under progress in presence of Client & PSS Team.
48/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
LHS side Land demarcation by R.I, Telkoi in presence of Department and PSS staffs along with EPC Agency and villagers.
49/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Observed of Sieve analysis of Coarse aggregate (10mm & 20mm) and Fine aggregate in presence of Client & PSS team along with EPC agency.
50/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Cube casting & Slump testing M25A20 (Value 80 mm) of RHS Raft done in presence of Client & PSS Team.
51/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Concreting M25A20 of RHS Raft is under progress in presence of Client & PSS Team.
52/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Shuttering of RHS raft under sluice slope portion is under Progress.
53/100
Instream Storage Structure, Jharbeda
Slump testing M25A20 (Value 50 mm) of D/S End sill, 1st lift Layer done in presence of Client & PSS Team.
54/100
Instream Storage Structure, Jharbeda
Concreting M25A20 of D/S End sill, 1st lift Layer is under progress in presence of Client & PSS Team.
55/100
Instream Storage Structure, Jharbeda
Curing of Wearing Coat work is under Progress.
56/100
Instream Storage Structure, Jharbeda
Visited by Dy. TL, PSS in presence QA & QC Expert of PSS team along with representative of EPC Agency regarding Excavation, Shuttering & binding of reinforcement and other ongoing activities at ISS Site.
57/100
Instream Storage Structure, Jharbeda
Shuttering of Pier No-6 is under Progress.
58/100
Instream Storage Structure, Jharbeda
Shuttering of Pier No-6 to Pier No-7 U/S Gravity floor is under Progress.
59/100
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.
60/100
Instream Storage Structure, Hamirpur
Observed of Sieve analysis of Coarse aggregate and Fine aggregate in presence of Client & PSS team along with EPC agency.
61/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 85 mm) of Abutment (A2), 16th lift at Block No-5 done in presence of Client & PSS Team.
62/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Abutment (A2), 16th lift at Block No-5 is under progress in presence of Client & PSS Team.
63/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 90 mm) of Pier No-19, 12th lift at Block No-3 done in presence of Client & PSS Team.
64/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-19, 12th lift at Block No-3 is under progress in presence of Client & PSS Team.
65/100
Instream Storage Structure, Hamirpur
Slump testing M15A40 (Value 40 mm) of D/S Toe wall, 3rd lift at Block No-2 done in presence of Client & PSS Team.
66/100
Instream Storage Structure, Hamirpur
Concreting M15A40 of D/S Toe wall, 3rd lift at Block No-2 is under progress in presence of Client & PSS Team.
67/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 85 mm) of D/S Lip lop end sill (Bay No-8) done in presence of Client & PSS Team.
68/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of D/S Lip lop end sill (Bay No-8) is under progress in presence of Client & PSS Team.
69/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 80 mm) of Pier No-9, 15th lift with pier Cap done in presence of Client & PSS Team.
70/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-9, 15th lift with pier Cap is under progress in presence of Client & PSS Team.
71/100
Instream Storage Structure, Hamirpur
Slump testing M15A40 (Value 45 mm) of U/S Flared wall, 7th lift at Block No-5 done in presence of Client & PSS Team.
72/100
Instream Storage Structure, Hamirpur
Concreting M15A40 of U/S Flared wall, 7th lift at Block No-5 is under progress in presence of Client & PSS Team.
73/100
Instream Storage Structure, Hamirpur
Slump testing M35A20 (Value 82 mm) of Deck slab (Bay No-28 & 29) done in presence of Client & PSS Team.
74/100
Instream Storage Structure, Hamirpur
Concreting M35A20 of Deck slab (Bay No-28 & 29) is under progress in presence of Dy.TL, I.E.E & Q.A.E of PSS team along with A.E.E, A.E, RID and representative of EPC agency.
75/100
Instream Storage Structure, Hamirpur
Testing of Compressive M25A20 (Strength is 31.01/mm2 for 28 days) of Pier No-12, 8th lift and M30A20 (Strength is 28.30/mm2 for 07 days) of Groove 2nd stage, 1st lift and 3rd lift (Bay No-23 & 25) has done in presence of Client & PSS team.
76/100
Instream Storage Structure, Hamirpur
2nd stage embedded parts erection work is in progress at (Bay No-21).
77/100
Instream Storage Structure, Hamirpur
Column welding work is in progress.
78/100
Instream Storage Structure, Hamirpur
R.D.U assembly work is in progress.
79/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-14, 11th lift is under progress.
80/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-30, 8th lift is under progress.
81/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-11, 14th is under progress.
82/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-7, 9th lift is under progress.
83/100
Instream Storage Structure, Khalpal
Slump testing M25A20 (Value 90 mm) of Left sluice bay End pier done in presence of Client & PSS Team.
84/100
Instream Storage Structure, Khalpal
Concreting M25A20 of Left sluice bay End pier is under progress in presence of Client & PSS Team.
85/100
Instream Storage Structure, Khalpal
Testing of Compressive M35A20 (Strength is 33.69/mm2 for 07 days) of Girder No-37 has done in presence of Client & PSS team.
86/100
Instream Storage Structure, Khalpal
Slump testing M35A20 (Value 85 mm) of Girder No-43 done in presence of Client & PSS Team.
87/100
Instream Storage Structure, Khalpal
Concreting M35A20 of Girder No-43 is under progress in presence of Client & PSS Team.
88/100
Instream Storage Structure, Khalpal
Slump testing M35A20 (Value 80 mm) of Girder No-42 done in presence of Client & PSS Team.
89/100
Instream Storage Structure, Khalpal
Concreting M35A20 of Girder No-42 is under progress in presence of Client & PSS Team.
90/100
Instream Storage Structure, KansariGanda
Slump cone test done at site.
91/100
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.
92/100
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.
93/100
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.
94/100
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.
95/100
Instream Storage Structure, KansariGanda
Slump cone test done at site.
96/100
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.
97/100
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.
98/100
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.
99/100
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.
100/100
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.
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