1/100
Instream Storage Structure, Gudvella
Cast of concrete 2nd lift PCC M20A20 grade at 2nd row D/s curtain wall from A2 to P6 with RL 147.70m to 148.20m is completed in the presence of Dept JE,site engineers of PMC n agency. The slump test value is 76mm on 02.03.2026
2/100
Instream Storage Structure, Gudvella
Cast of concrete 2nd lift PCC M20A20 grade at 2nd row D/s curtain wall from A2 to P6 with RL 147.70m to 148.20m is completed in the presence of Dept JE,site engineers of PMC n agency. The slump test value is 76mm on 02.03.2026
3/100
Instream Storage Structure, Gudvella
Area of 2nd d/s curtain wall is ready for concreting of grade M20A20 (2nd lift PCC) from RL 147.70 m to 148.20 m (P6 to A2). It is approved by SE, SDO and AE on 02.03.2026
4/100
Instream Storage Structure, Gudvella
Cast of concrete final lift PCC M20A20 grade at 2nd row D/s curtain wall from P2 to P6 with RL 148.20m to 148.60m is under progress in the presence of site engineers of PMC n agency. The slump test value is 75mm on 02.03.2026
5/100
Instream Storage Structure, Gudvella
Cast of concrete final lift PCC M20A20 grade at 2nd row D/s curtain wall from P2 to P6 with RL 148.20m to 148.60m is under progress in the presence of site engineers of PMC n agency. The slump test value is 75mm on 02.03.2026
6/100
Instream Storage Structure, Gudvella
Area of 2nd d/s curtain wall is ready for concreting of grade M20A20 (final lift PCC) from RL 148.20 m to 148.60 m (P2 to P6). It is approved by SE, SDO and AE on 02.03.2026
7/100
Instream Storage Structure, Gudvella
Placement of CC block at U/s side on 02.03.2026
8/100
Instream Storage Structure, Gudvella
Roller track and guide alignment work at under-sluice bay P9 &A2 is completed on 02.03.2026
9/100
Instream Storage Structure, Gudvella
Roller track and guide alignment work at under-sluice bay P9 &A2 is completed on 02.03.2026
10/100
Instream Storage Structure, Gudvella
Foundation bolt rectify work at P6 blockout area completed on 02.03.2026
11/100
Instream Storage Structure, Gudvella
Foundation bolt rectify work at P7 blockout area completed on 02.03.2026
12/100
Instream Storage Structure, Gudvella
Foundation bolt rectify work at P7 blockout area completed on 02.03.2026
13/100
Instream Storage Structure, Gudvella
Foundation bolt rectify work at P5 blockout area completed on 02.03.2026
14/100
Instream Storage Structure, Gudvella
Foundation bolt rectify work at P5 blockout area completed on 02.03.2026
15/100
Instream Storage Structure, Gudvella
Foundation bolt rectify work at P4 blockout area is under progress on 02.03.2026
16/100
Instream Storage Structure, Gudvella
De-shuttering work of deck slab - 9 in between P8 and P9 is under progress on 02.03.2026
17/100
Instream Storage Structure, Gudvella
Shuttering work at 2nd row D/s curtain wall is under progress on 02.03.2026
18/100
Instream Storage Structure, Gudvella
Placement of CC block at U/s side is under progress on 01.03.2026
19/100
Instream Storage Structure, Gudvella
De-shuttering work at 2nd row D/s curtain wall is under progress on 01.03.2026
20/100
Instream Storage Structure, Nandagaon
Laying & placing in proper position and binding n tying of bottom main & distribution bar is in progress for RCC deck slab at Span -12 on 02.03.2026
21/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade at D/S left flank wall for 10th/final lift upto RL-245.0m is in progress in presence of PM,EPC agency,Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 87mm on 02.03.2026
22/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade at D/S left flank wall for 10th/final lift upto RL-245.0m is in progress in presence of PM,EPC agency,Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 87mm on 02.03.2026
23/100
Instream Storage Structure, Nandagaon
• 1. Area of concreting at D/S left flank wall has been checked before placement in presence of PM, EPC agency, Site Engineers of PMC & EPC agency as follows: (i)Reinforcement in binding, tying n spacing of both inclined main & horiz. dist. bar at D/S left flank wall for 10th/final lift upto RL-245.0m are done.
(ii).Rigid & smooth shuttering with 75mm clear cover using cover blocks of 75mm are done.
(iii).Fixing of PVC water stoppers are completed vertically at return wall.
(iv) Placing of expansion joint material along the EJ between D/S left flank wall & abutment wall is done as per approved drawing n design.
(v).The area is cleaned properly through air water jetting and passed by SE, KID, Bhawanipatna for placing with RCC M25A20 grade on 02.03.2026
24/100
Instream Storage Structure, Nandagaon
Trestle assembly MIG welding under progress on 02.03.2026
25/100
Instream Storage Structure, Nandagaon
Shuttering for RCC deck slab at span-12&13 is in progress on 02.03.2026
26/100
Instream Storage Structure, Nandagaon
Foundation bolts installation work at Pier No-06 is in progress on 02.03.2026
27/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade for RCC deck slab at span-11 of barrage bay-9 is in progress through concrete pump in presence of PM,EPC agency,Site Engineers of PMC & EPC agency. The slump test value is 84mm on 01.03.2026
28/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade for RCC deck slab at span-11 of barrage bay-9 is in progress through concrete pump in presence of PM,EPC agency,Site Engineers of PMC & EPC agency. The slump test value is 84mm on 01.03.2026
29/100
Instream Storage Structure, Nandagaon
• 1. The area in binding, placing of reinforcements works including shuttering at RCC Deck slab of Span-11 at barrage Bay-9 of Block-2 are completed as follows
(i) Binding of main n dist. bars at both bottom & top layers including binding of 8mm dia 2-legged stirrups for kerb at both sides of slab and fixing of rail posts bars & 100mm dia MS pipes for drainage system are completed.
(ii) Binding & placing of bentup/ hunch bar of 12mm dia 200 C/C at both side of cantilever portions are completed.
(iii) Placing of clear cover 40mm at bottom and both sides using cover blocks are done.
(iv) Rigid and Smooth shuttering & maintaining 40mm gap along the expansion joints are done by fixing of MS angles.
(v) Area is cleaned using air water pressure and passed by SE, KID, Bhawanipatna and ready to place concrete with RCC M35A20 grade upto RL-247.00m on 01.03.2026
30/100
Instream Storage Structure, Nandagaon
Shuttering for RCC deck slab at span-12&13 is in progress on 01.03.2026
31/100
Instream Storage Structure, Nandagaon
Reinforcement binding & Shuttering at D/S left flank wall is in progress on 01.03.2026
32/100
Instream Storage Structure, Gudvella
Cast of concrete 1st lift PCC M20A20 grade at 2nd row D/s curtain wall from A2 to P6 with RL 147.10m to 147.70m is under progress in the presence of Dept JE, site engineers of PMC n agency at site. The slump test value is 70mm on 28.02.2026
33/100
Instream Storage Structure, Gudvella
Cast of concrete 1st lift PCC M20A20 grade at 2nd row D/s curtain wall from A2 to P6 with RL 147.10m to 147.70m is under progress in the presence of Dept JE, site engineers of PMC n agency at site. The slump test value is 70mm on 28.02.2026
34/100
Instream Storage Structure, Gudvella
Cast of concrete 2nd lift PCC M20A20 grade at 2nd 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 engineers of PMC n agency at site. The slump test value is 69mm on 28.02.2026
35/100
Instream Storage Structure, Gudvella
Cast of concrete 2nd lift PCC M20A20 grade at 2nd 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 engineers of PMC n agency at site. The slump test value is 69mm on 28.02.2026
36/100
Instream Storage Structure, Gudvella
Roller track and guide alignment work under progress at P9 & A2 on 28.02.2026
37/100
Instream Storage Structure, Gudvella
Placement of CC block at U/s side is under progress on 28.02.2026
38/100
Instream Storage Structure, Gudvella
Foundation bolt rectify work at P6 blockout area is under progress on 28.02.2026
39/100
Instream Storage Structure, Gudvella
Foundation bolt rectify work at P7 is completed as per approval drawing on 28.02.2026
40/100
Instream Storage Structure, Gudvella
Shuttering work at 2nd row D/s curtain wall is under progress on 28.02.2026
41/100
Instream Storage Structure, Gudvella
Roller track and guide alignment work under progress at P9 & A2 on 27.02.2026
42/100
Instream Storage Structure, Gudvella
Placement of CC block at U/s side is under progress on 27.02.2026
43/100
Instream Storage Structure, Gudvella
Foundation bolt installation work at A2 is completed on 27.02.2026
44/100
Instream Storage Structure, Gudvella
Shuttering work at 2nd row D/s curtain wall is under progress on 27.02.2026
45/100
Instream Storage Structure, Gudvella
Shuttering work at kerb area is under progress on 27.02.2026
46/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade for 1no. cross girder at pier no.13 is in progress through concrete pump in presence of PM EPC agency Site Engineers of PMC & EPC agency. The slump test value is 85mm on 28.02.2026
47/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade for 1no. cross girder at pier no.13 is in progress through concrete pump in presence of PM EPC agency Site Engineers of PMC & EPC agency. The slump test value is 85mm on 28.02.2026
48/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.1&2 for 6th lift of under sluice bay no.2 is in progress in presence of PM,EPC agency,Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 86mm on 28.02.2026
49/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.1&2 for 6th lift of under sluice bay no.2 is in progress in presence of PM,EPC agency,Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 86mm on 28.02.2026
50/100
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 under sluice bay No.2 of pier no.1&2 for 6th lift have been checked and found correct by HM Expert of PMC during his site visit on dt.25.02.2026 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 grad on 28.02.2026
51/100
Instream Storage Structure, Nandagaon
• 1. Reinforcement works including shuttering for casting of 1no. cross girder with RCC M35A20 grade at Pier No.:-13 for span-13 of undersluice bay-3 is completed and checked in presence of PM,EPC agency, Site Engineers of PMC and Site Engineer of EPC Agency as follows:
(i) Laying & placing in proper position of 2 layers 16mm dia bottom main bars @ 3nos. at 1st.layer & 2nos. at 2nd layer tied with 10mm dia 2-Legged stirrups @150mm C/C including binding 10mm dia dist. bars on both sides of vertical faces of girders are completed.
(ii) Rigid and smooth shuttering with 40mm clear cover at bottom and both vertical faces are completed.
(iii) Fixing & placing of 8mm dia B-type mesh bars @ 2 layers at both end points of girder is completed.
iv)The area is ready and passed by SE KID Bhawanipatna for placing with RCC M35A20 grade on 28.02.2026
52/100
Instream Storage Structure, Nandagaon
De-Shuttering at D/S left flared out wall is in progress on 28.02.2026
53/100
Instream Storage Structure, Nandagaon
Shuttering for RCC deck slab at span-12&13 is in progress on 28.02.2026
54/100
Instream Storage Structure, Nandagaon
Reinforcement binding n tying of top main & distribution bar for RCC deck slab at Span -11 is in progress on 28.02.2026
55/100
Instream Storage Structure, Nandagaon
Curing at RCC deck slab is in progress on 28.02.2026
56/100
Instream Storage Structure, Nandagaon
• 1. Gradation of 20mm, 10mm single size CA conducted in field laboratory results found satisfactory
2. Analysis of sand conducted at field laboratory sand is under zone-I & FM-3.84.
3. Fineness of cement is 6%. All gradation checked in presence of the above technical person on 27.02.2026
57/100
Instream Storage Structure, Nandagaon
• 1. Gradation of 20mm, 10mm single size CA conducted in field laboratory results found satisfactory
2. Analysis of sand conducted at field laboratory sand is under zone-I & FM-3.84.
3. Fineness of cement is 6%. All gradation checked in presence of the above technical person on 27.02.2026
58/100
Instream Storage Structure, Nandagaon
• 1. Gradation of 20mm, 10mm single size CA conducted in field laboratory results found satisfactory
2. Analysis of sand conducted at field laboratory sand is under zone-I & FM-3.84.
3. Fineness of cement is 6%. All gradation checked in presence of the above technical person on 27.02.2026
59/100
Instream Storage Structure, Nandagaon
1. M20A20 casting of cc block at d/s left flared out wall & M15A20 casting of d/s right flared out wall body mass on dated 20/02/26 & testing on dated 27/2/26 (7day) in presence of DTL, QC exp,site engineer of PMC & SDO Nandagaon & PM of EPC ave. Cube strength is 20.15N/mm2 & 15.26N/mm2 respectively on 27.02.2026
60/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.1& left abutment for 1st lift of under sluice bay no.1 is in progress in presence of PM,EPC agency,Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 83mm on 27.02.2026
61/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.1& left abutment for 1st lift of under sluice bay no.1 is in progress in presence of PM,EPC agency,Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 83mm on 27.02.2026
62/100
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 under sluice bay No.1 of left abutment & Pier No. 1 for 1st lift have been checked and found correct by HM Expert of PMC during his site visit on dt.25.02.2026 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 27.02.2026
63/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Slump testing M25A20 (Value 85 mm) of D/S Wing wall Raft done in presence of Client & PSS Team.
64/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Concreting M25A20 of D/S Wing wall Raft is under progress in presence of Client & PSS Team.
65/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Curing work is under Progress.
66/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Shuttering of LHS Divide wall, 6th lift is under Progress.
67/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Binding of reinforcement for LHS D/S Divide wall, 3rd lift is under progress.
68/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Shuttering of RHS Divide wall slope portion, 3rd lift is under Progress.
69/100
Instream Storage Structure, Jharbeda
Slump testing M25A20 (Value 80 mm) of U/S Pier No-5 to Pier No-7 Wearing coat done in presence of Client & PSS Team.
70/100
Instream Storage Structure, Jharbeda
Concreting M25A20 of U/S Pier No-5 to Pier No-7 Wearing coat is under progress in presence of Client & PSS Team.
71/100
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.
72/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 80 mm) of Pier No-19, 14th lift with Pier Cap done in presence of Client & PSS Team.
73/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-19, 14th lift with Pier Cap is under progress in presence of Client & PSS Team.
74/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 90 mm) of Pier No-6, 9th lift done in presence of Client & PSS Team.
75/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-6, 9th lift is under progress in presence of Client & PSS Team.
76/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 85 mm) of Pier No-16, 6th lift done in presence of Client & PSS Team.
77/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-16, 6th lift is under progress in presence of Client & PSS Team.
78/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Deck slab (Bay No-25) is under progress.
79/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-30, 9th lift is under progress.
80/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-7, 13th lift is under progress.
81/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for D/S Abutment wall (A1) at Block No-1 is under progress.
82/100
Instream Storage Structure, Khalpal
Checking for binding of reinforcement of Barrage Bay raft at Block No-4 in presence of Client & PSS team.
83/100
Instream Storage Structure, Khalpal
Testing of Compressive M35A20 (Strength is 42.93/mm2 for 28 days) of Girder No-35 and M25A20 (Strength is 34.08/mm2 for 28 days) of D/S Panel No-16 has done in presence of Client & PSS team
84/100
Instream Storage Structure, Khalpal
Shuttering of Pier No-29, 2nd lift is under progress.
85/100
Instream Storage Structure, Nandagaon
Laying & placing in proper position and binding n tying of bottom main & distribution bar is in progress for RCC deck slab at Span -11 on 27.02.2026
86/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade of RCC Deck slab of Span-10 at barrage bay-8 of Block-2, using plate vibrator for proper compaction is in progress in presence DTL, Tel basin Bhawanipatna, SDO,ISS Nandgaon,QAC Expert,SHEE of PMC,PM,EPC agency,Site Engineers of PMC & EPC agency. The slump test value is 87mm on 27.02.2026
87/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade of RCC Deck slab of Span-10 at barrage bay-8 of Block-2, using plate vibrator for proper compaction is in progress in presence DTL, Tel basin Bhawanipatna, SDO,ISS Nandgaon,QAC Expert,SHEE of PMC,PM,EPC agency,Site Engineers of PMC & EPC agency. The slump test value is 87mm on 27.02.2026
88/100
Instream Storage Structure, Nandagaon
• 1). Site visit of ISS Nandagaon by DTL,Tel basin, Bhawanipatna along with QAC Expert, SDO, ISS, Nandagaon in presence of PM of EPC Agency, Site Engineers of PMC and site Engineer of EPC Agency, ISS Nandagaon. Found the area in binding, placing of reinforcements works including shuttering at RCC Deck slab of span-10 (bay-10) of Block-2 are completed as follows
(i) Binding of main n dist. bars at both bottom & top layers including binding of 8mm dia 2-legged stirrups for kerb at both sides of slab and fixing of rail posts bars & 100mm dia MS pipes for drainage system are completed.
(ii) Binding & placing of bentup/ hunch bar of 12mm dia 200 C/C at both side of cantilever portions are completed.
(iii) Placing of clear cover 40mm at bottom and both sides using cover blocks are done.
(iv) Rigid and Smooth shuttering & maintaining 40mm gap along the expansion joints are done by fixing of MS angles.
(v) Area is cleaned using air water pressure and passed by SE, KID, Bhawanipatna and ready to place concrete with RCC M35A20 grade upto RL-247.00m on 27.02.2026
89/100
Instream Storage Structure, Nandagaon
Foundation bolts installation work in Pier No-05 is under progress on 27.02.2026
90/100
Instream Storage Structure, Nandagaon
Trestle assembly and welding under progress on 27.02.2026
91/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Shuttering of RHS Mid pier slope portion, 1st lift is under progress..
92/100
Instream Storage Structure, Nandagaon
Reinforcement binding & Shuttering at D/S left flank wall is under progress on 27.02.2026
93/100
Instream Storage Structure, Jharbeda
Slump testing M20A20 (Value 85 mm) of U/S Pier No-7 to Pier No-8 Gravity floor, 2nd lift done in presence of Client & PSS Team.
94/100
Instream Storage Structure, Nandagaon
Shuttering for RCC deck slab at span-11 & 12. is in progress on 27.02.2026
95/100
Instream Storage Structure, Jharbeda
Concreting M20A20 of U/S Pier No-7 to Pier No-8 Gravity floor, 2nd lift is under progress in presence of Client & PSS Team.
96/100
Instream Storage Structure, Jharbeda
Slump testing M25A20 (Value 50 mm) of Pier No-4 to Pier No-7 End sill, Final lift done in presence of Client & PSS Team.
97/100
Instream Storage Structure, Jharbeda
Concreting M25A20 of Pier No-4 to Pier No-7 End sill, Final lift is under progress in presence of Client & PSS Team.
98/100
Instream Storage Structure, Jharbeda
Shuttering of Pier no-6 is under progress.
99/100
Instream Storage Structure, Jharbeda
D/S CC BLOCK PLACING WORK IS IN PROGRESS.
100/100
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.
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