1/100
Instream Storage Structure, Hamirpur
R.D.U assembly set No-19 gear Box fixing work is in progress.
2/100
Instream Storage Structure, Hamirpur
R.D.U assembly set No-19 gear Box fixing work is in progress.
3/100
Instream Storage Structure, Hamirpur
Gantry Girder fixing is in progress in (Bay No-8).
4/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Deck slab (Bay No-10) is under progress.
5/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Gantry Girder is under progress.
6/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-3, 10th lift is under progress.
7/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-2, 10th lift is under progress.
8/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-4 & 5 is under progress.
9/100
Instream Storage Structure, Hamirpur
Shuttering & Binding of reinforcement for U/S Flank wall at Block No-1 is under progress.
10/100
Instream Storage Structure, Hamirpur
Shuttering & Binding of reinforcement for Abutment (A1), 11th lift at Block No-1 is under progress.
11/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-2, 10th lift is under progress.
12/100
Instream Storage Structure, Jharbeda
Slump testing M25A20 (Value 90 mm) of Pier No-7 to Pier No-8 U/S Wearing coat done in presence of Client & PSS Team.
13/100
Instream Storage Structure, Jharbeda
Concreting M25A20 of Pier No-7 to Pier No-8 U/S Wearing coat is under progress in presence of Client & PSS Team.
14/100
Instream Storage Structure, Jharbeda
Slump testing M25A20 (Value 80 mm) of Pier No-7, pier Cap done in presence of Client & PSS Team.
15/100
Instream Storage Structure, Jharbeda
Concreting M25A20 of Pier No-7, pier Cap is under progress in presence of Client & PSS Team.
16/100
Instream Storage Structure, Jharbeda
Shuttering of (D2) Middle portion pier, 2nd lift is under progress.
17/100
Instream Storage Structure, Khalpal
Slump testing M20A20 (Value 85 mm) of Barrage Bay No-2 Gravity floor done in presence of Client & PSS Team.
18/100
Instream Storage Structure, Khalpal
Concreting M20A20 of Barrage Bay No-2 Gravity floor is under progress in presence of Client & PSS Team.
19/100
Instream Storage Structure, Khalpal
Shuttering & Binding of reinforcement for Pier No-12 is under progress.
20/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Slump testing M25A20 (Value 90 mm) of RHS D/S Counterfort & Wing wall, 2nd lift done in presence of Client & PSS Team.
21/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Concreting M25A20 of RHS D/S Counterfort & Wing wall, 2nd lift is under progress in presence of Client & PSS Team.
22/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Binding of reinforcement for LHS Barrage Bay No-3 (Deck slab) is under progress.
23/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Shuttering of RHS D/S counter fort & wing wall 2nd lift is under progress.
24/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 90 mm) of Abutment (A1), 10th lift at Block No-1 done in presence of Client & PSS Team.
25/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Abutment (A1), 10th lift at Block No-1 is under progress in presence of Client & PSS Team.
26/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 85 mm) of Pier No-1, 11th lift done in presence of Client & PSS Team.
27/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-1, 11th lift is under progress in presence of Client & PSS Team.
28/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Deck slab is under progress.
29/100
Instream Storage Structure, Hamirpur
Shuttering & Binding of reinforcement for Pier No-4, 7th lift is under progress.
30/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-3, 10th lift is under progress.
31/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for U/S Abutment (A1), 8th lift at Block No-1 is under progress.
32/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-2, 10th lift is under progress.
33/100
Instream Storage Structure, Khalpal
Slump testing M20A20 (Value 85 mm) of Barrage Bay No-2 Gravity floor done in presence of Client & PSS Team.
34/100
Instream Storage Structure, Khalpal
Concreting M20A20 of Barrage Bay No-2 Gravity floor is under progress in presence of Client & PSS Team.
35/100
Instream Storage Structure, Khalpal
Curing of Gravity floor, Piers, Divide wall and Barrage Bay No-2 Raft is in progress.
36/100
Instream Storage Structure, Khalpal
Shuttering & Binding of reinforcement for Pier No-12 is under progress.
37/100
Instream Storage Structure, Gudvella
The installation of the monorail is currently in progress on 15.06.2026
38/100
Instream Storage Structure, Gudvella
The installation of the monorail is currently in progress on 15.06.2026
39/100
Instream Storage Structure, Gudvella
Outside plastering is under progress at control room building on 15.06.2026
40/100
Instream Storage Structure, Gudvella
Stone packing is under progress at u/s side on 15.06.2026
41/100
Instream Storage Structure, Gudvella
Mechanical work is under progress at site on 15.06.2026
42/100
Instream Storage Structure, Gudvella
D/s side view of ISS Gudvella on 15.06.2026
43/100
Instream Storage Structure, Gudvella
U/s side view of ISS Gudvella on 15.06.2026
44/100
Instream Storage Structure, Gudvella
Outside plaster is in progress on 14.06.2026
45/100
Instream Storage Structure, Gudvella
Stone pitching work is in progress at A2 d/s side on 14.06.2026
46/100
Instream Storage Structure, Gudvella
Rubber seal work and cutting for stair case is in progress on 14.06.2026
47/100
Instream Storage Structure, Gudvella
D/s side view of ISS Gudvella on 14.06.2026
48/100
Instream Storage Structure, Gudvella
U/s side view of ISS Gudvella on 14.06.2026
49/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no. 12,13&A2 is in progress in presence of PM EPC, Site Engineer's of PMC & EPC agency. The slump test value is 84mm on 15.06.2026
50/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no. 12,13&A2 is in progress in presence of PM EPC, Site Engineer's of PMC & EPC agency. The slump test value is 84mm on 15.06.2026
51/100
Instream Storage Structure, Nandagaon
• 1.Fixing & fittings and alignment of 2nd. stage embedded parts and numbers of dowel bars provided as per approved drawing at roller tracks of both stoplog & service gate grooves at bay no.13 of pier no.12 for 11th lift and bay no.14 of pier no.13&right abutment 5th lift have been checked and found correct by HM Expert of PMC during his site visit on dt.01.06.2026 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 M35A20 grade on 15.06.2026
52/100
Instream Storage Structure, Nandagaon
Shuttering for plinth beam of office building is in progress on 15.06.2026
53/100
Instream Storage Structure, Nandagaon
De-Shuttering & Shuttering for 2nd stage concrete is in progress at pier no.13&A2 on 15.06.2026
54/100
Instream Storage Structure, Nandagaon
De-Shuttering & Shuttering for CC blocks at D/S right flared out wall on 15.06.2026
55/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade at left abutment upto RL-246.40m is in progress in presence of PM EPC agency, Site Engineer's of PMC & EPC agency. The slump test value is 86mm on 14.06.2026
56/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade at left abutment upto RL-246.40m is in progress in presence of PM EPC agency, Site Engineer's of PMC & EPC agency. The slump test value is 86mm on 14.06.2026
57/100
Instream Storage Structure, Nandagaon
• 2.Checked the area of right abutment 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 from RL-245.40m to RL-246.40m completed.
(ii).Rigid n smooth shuttering with 75mm clear cover using cover blocks of 75mm are done.
(iii).The concrete surface is cleaned properly through air water jet and passed by SE, KID, Bhawanipatna for placing with RCC M25A20 grade on 14.06.2026
58/100
Instream Storage Structure, Nandagaon
Concrete casting with M20A20 grade of CC block at D/S right flared out wall is in progress in presence of PM EPC, Site Engineers of PMC & EPC agency. The slump test value is 84mm on 14.06.2026
59/100
Instream Storage Structure, Nandagaon
Concrete casting with M20A20 grade of CC block at D/S right flared out wall is in progress in presence of PM EPC, Site Engineers of PMC & EPC agency. The slump test value is 84mm on 14.06.2026
60/100
Instream Storage Structure, Nandagaon
• 1.The casting of the CC block at the following area has been checked in the presence of PM, EPC agency, Site Engineers of PMC & EPC Agency:
(i) Shuttering for CC block at D/S right Flared out wall of 37.50m length & 0.6m ht. from RL-239.40m to RL-240.00m 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 14.06.2026
61/100
Instream Storage Structure, Nandagaon
De-Shuttering & Shuttering for 2nd stage concrete is in progress at pier no.12,13&A2 on 14.06.2026
62/100
Instream Storage Structure, Nandagaon
Shuttering for plinth beam of office building is in progress on 14.06.2026
63/100
Instream Storage Structure, Nandagaon
Shuttering for CC blocks at D/S right flared out wall on 14.06.2026
64/100
UGPL, Right Lower Suktel Canal Division
OCS chamber door and angle fixing work is in progress OCS No-: 0213131-C04A at village Lokapada in presence of DoWR AE and PMC team.
65/100
UGPL, Left Lower Suktel Canal Division
Soil & stone shifting work is in progress of MS pipe line from J-555 to J-213 at village Fatabahal.
66/100
UGPL, Left Lower Suktel Canal Division
Excavation work is in progress for Air valve Tee connection of 400mm Dia DI pipeline near J -453, RM-4, near village Phatabahal.
67/100
UGPL, Left Lower Suktel Canal Division
Excavation work is in progress for HDPE Tee (200 X 160 ×125)mm connection at J-171 RM-15, near village Jharmunda in presence of PMC team.
68/100
Instream Storage Structure, Gudvella
Stone packing work is under progress at u/s side on 13.06.2026
69/100
Instream Storage Structure, Gudvella
Mechanical work under progress at site on 13.06.2026
70/100
Instream Storage Structure, Gudvella
D/s side view of ISS Gudvella on 13.06.2026
71/100
Instream Storage Structure, Gudvella
U/s side view of ISS Gudvella on 13.06.2026
72/100
Instream Storage Structure, Gudvella
• Visited ISS Gudvella by the Irrigation Expert and Quality Control Expert. During their visit the Department JE, PMC site engineers and agency engineers were present.
1. They inspected the overall site conditions and instructed the agency to expedite the slope stone pitching work.
2. They checked the mechanical works and instructed the agency to install the stoplog gate at the earliest.
3. They inspected the building works and instructed the agency to complete the finishing works at the earliest on 12.06.2026
73/100
Instream Storage Structure, Gudvella
• Visited ISS Gudvella by the Irrigation Expert and Quality Control Expert. During their visit the Department JE, PMC site engineers and agency engineers were present.
1. They inspected the overall site conditions and instructed the agency to expedite the slope stone pitching work.
2. They checked the mechanical works and instructed the agency to install the stoplog gate at the earliest.
3. They inspected the building works and instructed the agency to complete the finishing works at the earliest on 12.06.2026
74/100
Instream Storage Structure, Gudvella
Outside plaster is under progress at control room building on 12.06.2026
75/100
Instream Storage Structure, Gudvella
Stone packing is under progress at right side u/s side on 12.06.2026
76/100
Instream Storage Structure, Gudvella
Mechanical work is under progress at site on 12.06.2026
77/100
Instream Storage Structure, Gudvella
D/s side view of ISS Gudvella on 12.06.2026
78/100
Instream Storage Structure, Gudvella
U/s side view of ISS Gudvella on 12.06.2026
79/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no. 12,13& right abutment of bay 13&14 is in progress in presence of PM EPC agency, Site Engineer's of PMC & EPC agency. The slump test value is 85mm on 13.06.2026
80/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no. 12,13& right abutment of bay 13&14 is in progress in presence of PM EPC agency, Site Engineer's of PMC & EPC agency. The slump test value is 85mm on 13.06.2026
81/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M15A40 grade at D/S curtain wall undersluice bay area is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 86mm on 13.06.2026
82/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M15A40 grade at D/S curtain wall undersluice bay area is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 86mm on 13.06.2026
83/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M25A20 grade for wearing coat at bay no.7 is in progress in presence of PM EPC agency, Site Engineer's of PMC & EPC agency. The slump test value is 83mm on 13.06.2026
84/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M25A20 grade for wearing coat at bay no.7 is in progress in presence of PM EPC agency, Site Engineer's of PMC & EPC agency. The slump test value is 83mm on 13.06.2026
85/100
Instream Storage Structure, Nandagaon
• 3.Fixing & fittings and alignment of 2nd. stage embedded parts and numbers of dowel bars provided as per approved drawing at roller tracks of both stoplog & service gate grooves at bay no.13 of pier no.12 for 10th lift and pier no.13 for 11th lift and bay no.14 of pier no. 13&right abutment 4th lift have been checked and found correct by HM Expert of PMC during his site visit on dt.01.06.2026 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 M35A20 grade on 13.06.2026
86/100
Instream Storage Structure, Nandagaon
• 2.(i) Checked the area before placement of concrete at D/S curtain wall undersluice bay area of 15.20m length with following activities in presence of PM of EPC Agency,Site Engineers of PMC & EPC Agency:
(ii) Rigid and smooth shuttering for curtain wall with PCC M15A40 grade for 2nd/final lift of 0.3m ht. and 1.0m width upto RL-234.00m are found completed.
(iii)The concrete surface is cleaned properly through air water jetting and passed by SE, KID Bhawanipatna for placing concrete with PCC M15A40 grade on 13.06.2026
87/100
Instream Storage Structure, Nandagaon
• 1.(i) Cleaning of all deposited silt,sand and debris from crest,glacis and stilling basin area of bay -7 at barrage bay-5 is completed in presence of PM EPC agency, Site Engineer's of PMC & EPC agency.
(ii) The area is cleaned through air water jetting and passed by SE, Kid, Bhawanipatna for placing wearing coat concrete with PCC M25A20 grade on 13.06.2026
88/100
Instream Storage Structure, Nandagaon
De-Shuttering & Shuttering for 2nd stage concrete is in progress at pier no.12&13 on 13.06.2026
89/100
Instream Storage Structure, Nandagaon
Shuttering for plinth beam of office building is in progress on 13.06.2026
90/100
Instream Storage Structure, Nandagaon
Shuttering for CC blocks at D/S right flared out wall on 13.06.2026
91/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade at pier no.12,13& right abutment is in progress in presence of PM EPC agency, Site Engineer's of PMC & EPC agency. The slump test value is 87mm on 12.06.2026
92/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade at pier no.12,13& right abutment is in progress in presence of PM EPC agency, Site Engineer's of PMC & EPC agency. The slump test value is 87mm on 12.06.2026
93/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M15A40 grade at D/S right curtain wall undersluice bay area from RL-232.50m to RL-233.70m is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 86mm on 12.06.2026
94/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M15A40 grade at D/S right curtain wall undersluice bay area from RL-232.50m to RL-233.70m is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 86mm on 12.06.2026
95/100
Instream Storage Structure, Nandagaon
• 2.Fixing & fittings and alignment of 2nd. stage embedded parts and numbers of dowel bars provided as per approved drawing at roller tracks of both stoplog & service gate grooves at bay no.13 of pier no.12 for 11th lift & 9th lift and pier no.13 for 11th lift & 10th lift and bay no.14 of pier no. 13&right abutment for 3rd & 4th lift have been checked and found correct by HM Expert of PMC during his site visit on dt.01.06.2026 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 M35A20 grade on 12.06.2026
96/100
Instream Storage Structure, Nandagaon
• 1.(i) Checked the area before placement of concrete at D/S curtain wall undersluice bay area of 15.20m length with following activities in presence of PM of EPC Agency,Site Engineers of PMC & EPC Agency:
(ii) Rigid and smooth shuttering for curtain wall with PCC M15A40 grade for 1st lift of 1.2m mt. ht. and 1.0m width from RL-232.50m to RL-233.70m are found completed.
(iii)The concrete surface is cleaned properly through air water jetting and passed by SE, KID Bhawanipatna for placing concrete with PCC M15A40 grade on 12.06.2026
97/100
Instream Storage Structure, Nandagaon
Pier no 3 barrage bay gate groove cleaning process under progress on 12.06.2026
98/100
Instream Storage Structure, Nandagaon
Shuttering for 2nd stage concrete is in progress at pier no. 13& right abutment on 12.06.2026
99/100
Instream Storage Structure, Nandagaon
Shuttering for plinth beam of office building is in progress on 12.06.2026
100/100
Instream Storage Structure, Nandagaon
Shuttering for CC blocks at D/S right flared out wall on 12.06.2026
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