1/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Casting of C.C Block (M15A40) is under progress in presence of Client & PSS Team.
2/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Observed of Sieve analysis of Coarse & Fine aggregate in presence of Client & PSS team along with EPC agency.
3/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Shuttering of Abutment wall is under progress.
4/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Shuttering of Divide wall is under progress.
5/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Cube casting & Slump testing M25A20 (Value 80 mm) of D/S Divide wall, footing done in presence of Client & PSS Team.
6/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Concreting M25A20 of D/S Divide wall, footing is under progress in presence of Client & PSS Team.
7/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
De-shuttering & Shuttering of LHS Mid-pier, 3rd lift and 4th lift is under progress.
8/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Binding of reinforcement for RHS Barrage bay is under progress.
9/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Shuttering of LHS Counterfort & Abutment wall, 5th lift is under progress.
10/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
De-Shuttering of LHS Counterfort & Abutment wall, 4th lift is under progress.
11/100
Instream Storage Structure, Jharbeda
Curing work is in Progress.
12/100
Instream Storage Structure, Jharbeda
Mortar Filling inside Holes for Anchoring is under Progress.
13/100
Instream Storage Structure, Jharbeda
Observed of Sieve analysis of Coarse & Fine aggregate in presence of Client & PSS team along with EPC agency.
14/100
Instream Storage Structure, Jharbeda
Dewatering work is in Progress.
15/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 90 mm) of Pier No-9, 10th at Block No-2 done in presence of Client & PSS Team.
16/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-9, 10th at Block No-2 is under progress in presence of Client & PSS Team.
17/100
Instream Storage Structure, Hamirpur
R.D.U & C.D.U fixing work is in progress on hoist bridge platform.
18/100
Instream Storage Structure, Hamirpur
Column trestle bracing welding work is in progress.
19/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-19, 8th lift is under progress.
20/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-20, 10th lift is under progress.
21/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-8, 10th lift is under progress.
22/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-22, 12th lift is under progress.
23/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-30, 7th lift is under progress.
24/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-12, 8th lift is under progress.
25/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-11, 8th lift is under progress.
26/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-10, 13th lift is under progress.
27/100
Instream Storage Structure, Khalpal
Meeting conducted by CE&BM, Brahmani Basin, Samal at ISS Khalpal with S.E, A.E.E, A.E, AID and Dy. TL, QAE, IEE, SDE of PSS team along with the authorized representative of EPC agency to review the work programme, planning and progress as well as land acquisition status.
28/100
Instream Storage Structure, Khalpal
Slump testing M25A20 (Value 170 mm) of Left sluice flank wall Cross Cut-off Panel No-12 done in presence of Client & PSS Team.
29/100
Instream Storage Structure, Khalpal
Concreting M25A20 of Left sluice flank wall Cross Cut-off Panel No-12 done in presence of Client & PSS Team.
30/100
Instream Storage Structure, Khalpal
Slump testing M35A20 (Value 90 mm) of Girder No-25 done in presence of Client & PSS Team.
31/100
Instream Storage Structure, Khalpal
Concreting M35A20 of Girder No-25 is under progress in presence of Client & PSS Team.
32/100
Instream Storage Structure, Khalpal
Inspection of the Rebound Hammer Test was conducted on Girder No. 1 at site by C.E & BM Brahmani Basin in the presence of the S.E, AID and A.E.E, A.E, AID along with Dy. TL, Q.A.E & I.E.E of PSS team and EPC agency.
33/100
Instream Storage Structure, Khalpal
Inspection of the bottom raft reinforcement for the left sluice bay (Block No. 05) by C.E & BM Brahmani Basin in presence of S.E, AID and A.E.E, A.E, AID along with Dy. TL, Q.A.E & I.E.E of PSS team and EPC agency.
34/100
Instream Storage Structure, Budharaja
visit PMU Mechanical Expert with QC of PMC Sambalpur in the present of Dept. JE, Checked Hoist portion and gate groove measurement dimensions as per Approval drawing.
35/100
Instream Storage Structure, Budharaja
visit PMU Mechanical Expert with QC of PMC Sambalpur in the present of Dept. JE, Checked Hoist portion and gate groove measurement dimensions as per Approval drawing.
36/100
Instream Storage Structure, Budharaja
visit PMU Mechanical Expert with QC of PMC Sambalpur in the present of Dept. JE, Checked Hoist portion and gate groove measurement dimensions as per Approval drawing.
37/100
Instream Storage Structure, Budharaja
Slump Value: 65mm.
38/100
Instream Storage Structure, Budharaja
Slump Value: 60mm.
39/100
Instream Storage Structure, Budharaja
checked placing and positioning of Supporting bars and alignment of shuttering work in RHS U/S Flaired-Out wall, 10th step. RL: 211.100 to 211.700. Now the area is ready for concrete casting M20 A20. So recommended for the purpose.
Approved by AEE sir SID Sambalpur in the presence of JE sir.
40/100
Instream Storage Structure, Budharaja
De-Shuttering in 14th step & Shuttering work is in Progress at LHS U/S Flared-Out Wall, 15th Step. RL: 214.100 to 214.700.
41/100
Instream Storage Structure, Budharaja
Curing Work is in Progress at Staff Quarter Slab.
42/100
Instream Storage Structure, Budharaja
View showing flow of river from D/S
43/100
Instream Storage Structure, Gochara
Staff quarter brick work is going on..
44/100
Instream Storage Structure, Gochara
View showing flow of river from D/S to U/S
45/100
Instream Storage Structure, Khirasasan
Slump 85mm
46/100
Instream Storage Structure, Khirasasan
checked placing and positioning of steel reinforcement, supporting bars and alignment of shuttering work with minimum cover 75mm . Divide wall Hoist Portion . Now the area is ready for concrete M25 A20. So recommended for the purpose. RL: 223.400 to 224.900. Approved by AEE Sir, Sambalpur. In the presence of JE Sir.
47/100
Instream Storage Structure, Khirasasan
visit PMU Mechanical Expert with QC of PMC Sambalpur in the present of Dept. JE, Checked Hoist portion and gate groove measurement dimensions as per Approval drawing.
48/100
Instream Storage Structure, Khirasasan
visit PMU Mechanical Expert with QC of PMC Sambalpur in the present of Dept. JE, Checked Hoist portion and gate groove measurement dimensions as per Approval drawing.
49/100
Instream Storage Structure, Khirasasan
visit PMU Mechanical Expert with QC of PMC Sambalpur in the present of Dept. JE, Checked Hoist portion and gate groove measurement dimensions as per Approval drawing.
50/100
Instream Storage Structure, Khirasasan
RHS D/S FLANK WALL 6 TH lift SHUTTERING WORK is UNDER PROGRESS.
51/100
Instream Storage Structure, Khirasasan
RHS C F WING WALL 8 TH LIFT DE-SHUTTERING WORK IS UNDER PROGRESS.
52/100
Instream Storage Structure, Khirasasan
LHS u/s Flared out wall 12 TH step shuttering work is under progress Rl- 216.500 to 217.100
53/100
Instream Storage Structure, Khirasasan
View showing flow of river from U/S to D/S
54/100
Instream Storage Structure Across Bheden near village Saida
2nd stage embedded parts Sill beam installation work is in progress of Undersluce Bay no-1.
55/100
Instream Storage Structure Across Bheden near village Saida
Bay no- 5, deck slab staging work is in progress .
56/100
Instream Storage Structure, Kopsinga
ISS Kopsingha - Today site inspected by H.M.E sir (PMU),A.E.E sir ,A.E sir , discussion regarding work program with agency
57/100
Instream Storage Structure, Kopsinga
ISS Kopsingha - Today site inspected by H.M.E sir (PMU),A.E.E sir ,A.E sir , discussion regarding work program with agency
58/100
Instream Storage Structure, Kopsinga
ISS Kopsingha - Today site inspected by H.M.E sir (PMU),A.E.E sir ,A.E sir , discussion regarding work program with agency
59/100
Instream Storage Structure, Kopsinga
CC block casting under progress
60/100
Instream Storage Structure, Kopsinga
Slump-80mm CC block
61/100
Instream Storage Structure, Kopsinga
Cube test
62/100
Instream Storage Structure, Kopsinga
Slump-90mm kerb
63/100
Instream Storage Structure, Kopsinga
Pier no -(2-3) Deck slab shuttering work under progress
64/100
Instream Storage Structure, Kudabega
LHS DS flared wall casting work
65/100
Instream Storage Structure, Kudabega
ISS Kudabaga - Today site inspected by H.M.E sir PMU,A.E.E sir ,A.E sir , discussion regarding work program with agency
66/100
Instream Storage Structure, Kudabega
LHS Ds flared wall slump 85mm
67/100
Instream Storage Structure, Kudabega
Slump 80mm of span 11, stoplog service gate groove
68/100
Instream Storage Structure, Kudabega
Casting of Hand railing post of span 05,Barrage 03
69/100
Instream Storage Structure, Kudabega
Slump 80mm of Barrage 03 span 05 of Hand railing post
70/100
Instream Storage Structure, Kudabega
ISS Kudabaga - Hoist bridge's 28 & 29 Platform Assembly work is in progress
71/100
Instream Storage Structure, Gudvella
Cast of concrete at right side d/s flank wall including return wall of grade M25A20 2nd lift RCC from RL 150.20 m to 151.40m underprogress through chute in the presence of Dept JE, site engineers of PMC n agency. The slump test value is 75mm on 08.01.2026
72/100
Instream Storage Structure, Gudvella
Cast of concrete at right side d/s flank wall including return wall of grade M25A20 2nd lift RCC from RL 150.20 m to 151.40m underprogress through chute in the presence of Dept JE, site engineers of PMC n agency. The slump test value is 75mm on 08.01.2026
73/100
Instream Storage Structure, Gudvella
Cast of concrete at right side d/s flank wall including return wall of grade M25A20 2nd lift RCC from RL 150.20 m to 151.40m underprogress through chute in the presence of Dept JE, site engineers of PMC n agency. The slump test value is 75mm on 08.01.2026
74/100
Instream Storage Structure, Gudvella
Casting of concrete 3rd lift RCC M25A20 grade at right side D/s wing including 5nos CF from RL 150.15M to 151.50m is under progress through chute in the presence of Dept JE, site engineers of PMC n agency forman. The slump test value is 70mm on 08.01.2026
75/100
Instream Storage Structure, Gudvella
Casting of concrete 3rd lift RCC M25A20 grade at right side D/s wing including 5nos CF from RL 150.15M to 151.50m is under progress through chute in the presence of Dept JE, site engineers of PMC n agency forman. The slump test value is 70mm on 08.01.2026
76/100
Instream Storage Structure, Gudvella
Casting of concrete 3rd lift RCC M25A20 grade at right side D/s wing including 5nos CF from RL 150.15M to 151.50m is under progress through chute in the presence of Dept JE, site engineers of PMC n agency forman. The slump test value is 70mm on 08.01.2026
77/100
Instream Storage Structure, Gudvella
• Area of A2 d/s flank wall including return wall is ready for concreting of grade M25A20 (2nd lift RCC) from RL 150.20 m to 151.40 m.
It is approved by SDO and AE on 08.01.2026
78/100
Instream Storage Structure, Gudvella
• Area of A2 d/s flank wall including return wall is ready for concreting of grade M25A20 (2nd lift RCC) from RL 150.20 m to 151.40 m.
It is approved by SDO and AE on 08.01.2026
79/100
Instream Storage Structure, Gudvella
Sill beam welding work under progress on 08.01.2026
80/100
Instream Storage Structure, Gudvella
De-shuttering work at deck slab no -6 is under progress on 08.01.2026
81/100
Instream Storage Structure, Gudvella
• 1. Reinforcement work at right side Abutment A2 for 5th lift RCC is under progress.
2. Shuttering work at right side D/s flank wall for 2nd lift RCC is under progress on 08.01.2026
82/100
Instream Storage Structure, Gudvella
Shuttering work at right side u/s flank wall for 3rd lift & u/s wing wall for 6th lift RCC is under progress on 08.01.2026
83/100
Instream Storage Structure, Nandagaon
6.Conducted 3nos. cube tests of RCC M25A20 grade for 28days compressive strength at Site Lab in presence of DTL, Tel Basin, Bhawanipata, Experts of PMC, Sr. Site Engineer of PMC and Site Engineers of PMC n EPC Agency, ISS Nandagaon and found the result 32.73N/mm²(Avg) on 08.01.2026
84/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.3 for 5th lift of bay no.4 is in progress in presence of Sr. Site Engineer,Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 70mm on 08.01.2026
85/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.3 for 5th lift of bay no.4 is in progress in presence of Sr. Site Engineer,Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 70mm on 08.01.2026
86/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.3 for 5th lift of bay no.4 is in progress in presence of Sr. Site Engineer,Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 70mm on 08.01.2026
87/100
Instream Storage Structure, Nandagaon
Columns and Trestles fit-up and welding work under progress. Monorail girders fit up and welding work under progress. Measured the dimensions as per approved drawing. Inspected the welding joints. Suggested to agency engineers to remove the slag immediately after completion of the welding on 08.01.2026
88/100
Instream Storage Structure, Nandagaon
Columns and Trestles fit-up and welding work under progress. Monorail girders fit up and welding work under progress. Measured the dimensions as per approved drawing. Inspected the welding joints. Suggested to agency engineers to remove the slag immediately after completion of the welding on 08.01.2026
89/100
Instream Storage Structure, Nandagaon
Columns and Trestles fit-up and welding work under progress. Monorail girders fit up and welding work under progress. Measured the dimensions as per approved drawing. Inspected the welding joints. Suggested to agency engineers to remove the slag immediately after completion of the welding on 08.01.2026
90/100
Instream Storage Structure, Nandagaon
5. (iii) Rectification of clear cover including measuring of CF length, alignment of vertically inclined main CF bars n profile are checked by Sr. Site Engineer of EPC in presence of DTL,Tel Basin, CME, SHEE, and HME and Site Engineers of PMC n EPC Agency on 08.01.2026
91/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.6&7 for 1st lift of bay no.7 is in progress in presence of Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 72mm on 08.01.2026
92/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.6&7 for 1st lift of bay no.7 is in progress in presence of Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 72mm on 08.01.2026
93/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.6&7 for 1st lift of bay no.7 is in progress in presence of Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 72mm on 08.01.2026
94/100
Instream Storage Structure, Nandagaon
5.Reinforcements works in binding, tying and placing in position including rigid and smooth shuttering at right abutment in monolithic of it's counter fort walls at D/S portion is in progress. The cover maintained is is not uniform as noticed by DTL, Tel Basin and has been directed to do the needful before submitting RFI n placing concrete. Accordingly the cover of abutment and CF Walls are rectified in presence of CME n Sr. Site Engineer of PMC and Site Engineers of PMC and EPC Agency by maintaining 75mm cover as per the provision of approved drawings on 08.01.2026
95/100
Instream Storage Structure, Nandagaon
• 4.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. 4 of Pier No. 3 has been checked and found correct by HM Expert of PMC during his site visit on dt.08.01.2026 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 for 5th lift is completed as follows:
(ii) Chipping of old vertical concrete surface is done.
(iii).The area is cleaned properly through air water jetting and passed by SE, KID, Bhawanipatna for placing with RCC M35A20 grade on 08.01.2026
96/100
Instream Storage Structure, Nandagaon
• 3.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 has been checked and found correct by HM Expert of PMC during the site visit of DTL, Tel Basin, Bhawanipata along with the CME, SHEE and Sr. Site Engineer of PMC in presence of all civil n mechanical Site Engineers of PMC and Sr. Site Engineer of EPC Agency on dt.08.01.2026 as per the approved Mechanical drawing & designs.
(i) Accordingly the rigid n smooth shuttering for placing the 2nd. Stage concrete for 1st lift is completed as follows:
(ii) Chipping of old vertical concrete surface is done.
(iii).The area is cleaned properly through air water jetting and passed by SE, KID, Bhawanipatna for placing with RCC M35A20 grade on 08.01.2026
97/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade for 9th lift at U/S right flank wall upto RL-243.70m is in progress through concrete pump in presence of Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 88mm on 08.01.2026
98/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade for 9th lift at U/S right flank wall upto RL-243.70m is in progress through concrete pump in presence of Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 88mm on 08.01.2026
99/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade for 9th lift at U/S right flank wall upto RL-243.70m is in progress through concrete pump in presence of Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 88mm on 08.01.2026
100/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for 2nd stage concrete for stoplog & service gate grooves at Pier no.2 for 8th lift of bay no.3 is in progress in presence of Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 75mm on 08.01.2026
❮
❯
