1/100
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.
2/100
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.
3/100
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.
4/100
Instream Storage Structure, Budharaja
Slump Value: 65mm.
5/100
Instream Storage Structure, Budharaja
Slump Value: 60mm.
6/100
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.
7/100
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.
8/100
Instream Storage Structure, Budharaja
Curing Work is in Progress at Staff Quarter Slab.
9/100
Instream Storage Structure, Budharaja
View showing flow of river from D/S
10/100
Instream Storage Structure, Gochara
Staff quarter brick work is going on..
11/100
Instream Storage Structure, Gochara
View showing flow of river from D/S to U/S
12/100
Instream Storage Structure, Khirasasan
Slump 85mm
13/100
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.
14/100
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.
15/100
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.
16/100
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.
17/100
Instream Storage Structure, Khirasasan
RHS D/S FLANK WALL 6 TH lift SHUTTERING WORK is UNDER PROGRESS.
18/100
Instream Storage Structure, Khirasasan
RHS C F WING WALL 8 TH LIFT DE-SHUTTERING WORK IS UNDER PROGRESS.
19/100
Instream Storage Structure, Khirasasan
LHS u/s Flared out wall 12 TH step shuttering work is under progress Rl- 216.500 to 217.100
20/100
Instream Storage Structure, Khirasasan
View showing flow of river from U/S to D/S
21/100
Instream Storage Structure Across Bheden near village Saida
2nd stage embedded parts Sill beam installation work is in progress of Undersluce Bay no-1.
22/100
Instream Storage Structure Across Bheden near village Saida
Bay no- 5, deck slab staging work is in progress .
23/100
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
24/100
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
25/100
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
26/100
Instream Storage Structure, Kopsinga
CC block casting under progress
27/100
Instream Storage Structure, Kopsinga
Slump-80mm CC block
28/100
Instream Storage Structure, Kopsinga
Cube test
29/100
Instream Storage Structure, Kopsinga
Slump-90mm kerb
30/100
Instream Storage Structure, Kopsinga
Pier no -(2-3) Deck slab shuttering work under progress
31/100
Instream Storage Structure, Kudabega
LHS DS flared wall casting work
32/100
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
33/100
Instream Storage Structure, Kudabega
LHS Ds flared wall slump 85mm
34/100
Instream Storage Structure, Kudabega
Slump 80mm of span 11, stoplog service gate groove
35/100
Instream Storage Structure, Kudabega
Casting of Hand railing post of span 05,Barrage 03
36/100
Instream Storage Structure, Kudabega
Slump 80mm of Barrage 03 span 05 of Hand railing post
37/100
Instream Storage Structure, Kudabega
ISS Kudabaga - Hoist bridge's 28 & 29 Platform Assembly work is in progress
38/100
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
39/100
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
40/100
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
41/100
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
42/100
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
43/100
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
44/100
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
45/100
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
46/100
Instream Storage Structure, Gudvella
Sill beam welding work under progress on 08.01.2026
47/100
Instream Storage Structure, Gudvella
De-shuttering work at deck slab no -6 is under progress on 08.01.2026
48/100
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
49/100
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
50/100
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
51/100
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
52/100
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
53/100
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
54/100
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
55/100
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
56/100
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
57/100
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
58/100
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
59/100
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
60/100
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
61/100
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
62/100
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
63/100
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
64/100
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
65/100
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
66/100
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
67/100
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
68/100
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
69/100
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
70/100
Instream Storage Structure, Nandagaon
• 2. Area of concreting at U/S right flank wall has been checked before placement in presence of Site Engineers of PMC & EPC agency as follows:
(i) Reinforcement in binding, tying n spacing of both inclined main & horiz. dist. bar at U/S right flank wall for 9th lift from RL- 242.70m to RL-243.90m 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 across the EJ between flank wall & abutment wall and return wall.
(iv) The area is cleaned properly through air water jetting and passed by SE, KID, Bhawanipatna for placing with RCC M25A20 grade on 08.01.2026
71/100
Instream Storage Structure, Nandagaon
• 1. 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. 3 of Pier No. 2 has been checked and found correct by HM Expert of PMC during his site visit on dt.29.12.2025 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 8th 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
72/100
Instream Storage Structure, Nandagaon
Monorail fit up and welding work is in progress on 08.01.2026
73/100
Instream Storage Structure, Nandagaon
Trestle bracing welding and assembly work is in progress on 08.01.2026
74/100
Instream Storage Structure, Nandagaon
Trestle bracing welding and assembly work is in progress on 08.01.2026
75/100
Instream Storage Structure, Nandagaon
1st number of Monorail walkway fit-up and welding work is in progress on 08.01.2026
76/100
Instream Storage Structure, Nandagaon
De-watering at D/S right flared out wall foundation, Block-2 is in progress on 08.01.2026
77/100
Instream Storage Structure, Nandagaon
Reinforcement binding & Shuttering at right abutment, Block-2 is in progress on 08.01.2026
78/100
UGPL, Right Lower Suktel Canal Division
Boundary wall wire fencing supporting Indian Standard Angle( ISA 50×50×6 )mm fixing work is in progress at Pump House. (Lenth 860mm and bend angle 60?)
79/100
UGPL, Right Lower Suktel Canal Division
Internal drain type 04 inside wall plastering work is in progress at Pump House.
80/100
UGPL, Right Lower Suktel Canal Division
OCS chamber door & angle fixing work is in progress OCS No:- 0213038-C01A near village Bhadrapali in presence of DoWR AE, PMC team and L&T staff.
81/100
UGPL, Left Lower Suktel Canal Division
Gap closing work is in progress of 75mm Dia HDPE pipeline From J-598 to Lm-18 near village Jharmunda in presence of DoWR AE and PMC team.
82/100
UGPL, Left Lower Suktel Canal Division
Excavation work is in progress for 1 hectare chamber fixing of OMS LO-317B outlet Z-7236 ,LM-16 near village Sargad in presence of PMC team.
83/100
UGPL, Left Lower Suktel Canal Division
Butt fusion jointing work is in progress of 125mm Dia HDPE Pipe with L bend for 1 hectare outlet of OMS LO-317B near village Sargad in presence of PMC team.
84/100
UGPL, Left Lower Suktel Canal Division
Excavation work is in progress for 75mm Dia HDPE pipeline of outlet point extension at OMS point LO 317-B, Z-7279, LM-16 near village Sargad in presence of PMC team.
85/100
UGPL, Left Lower Suktel Canal Division
Internal Approach road subbase levelling and checking work is in progress of Pump House.
86/100
Integrated Barrage across river Kochila and across river Baitarini
BAITARANI -ISS Sluice bay divide wall shuttering work in progress- 09.01.2026
87/100
Instream Storage Structure Across Mahanadi at Choudhrygada and across Paika at Tikhiri
PMC- MBBS- Chandikhole visited ISS- Chaudhurygada to monitor Plate Load Test. Plate load test is going on in presence of irrigation department, quality assurance Cuttack, OCCL, PMC and agency. PLT with 6.00MT loads is under progress at Chodhury gada ISS project site-09.01.2026
88/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Binding of reinforcement for Divide wall is under progress.
89/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Binding of reinforcement for Gravity floor top is under progress.
90/100
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.
91/100
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.
92/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Cleaning of reinforcement for RHS Raft by sand blasting method is under progress.
93/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Shuttering of LHS Mid-pier, 4th lift is under progress.
94/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
De-Shuttering of LHS Mid-pier, 3rd lift is under progress.
95/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Shuttering & binding of reinforcement for LHS Counterfort & Abutment wall, 4th lift is under progress.
96/100
Instream Storage Structure, Jharbeda
Cleaning of Pier No-8 to RHS Divide wall-2 area work is in Progress.
97/100
Instream Storage Structure, Jharbeda
Curing work is in Progress.
98/100
Instream Storage Structure, Jharbeda
De-shuttering of Pier No-7, 3rd lift is under Progress.
99/100
Instream Storage Structure, Jharbeda
Shuttering of Pier No-6, 4th lift is under process.
100/100
Instream Storage Structure, Jharbeda
Dewatering work is in Progress.
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