1/100
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
2/100
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
3/100
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
4/100
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
5/100
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
6/100
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
7/100
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
8/100
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
9/100
Instream Storage Structure, Gudvella
Sill beam welding work under progress on 08.01.2026
10/100
Instream Storage Structure, Gudvella
De-shuttering work at deck slab no -6 is under progress on 08.01.2026
11/100
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
12/100
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
13/100
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
14/100
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
15/100
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
16/100
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
17/100
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
18/100
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
19/100
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
20/100
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
21/100
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
22/100
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
23/100
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
24/100
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
25/100
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
26/100
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
27/100
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
28/100
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
29/100
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
30/100
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
31/100
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
32/100
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
33/100
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
34/100
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
35/100
Instream Storage Structure, Nandagaon
Monorail fit up and welding work is in progress on 08.01.2026
36/100
Instream Storage Structure, Nandagaon
Trestle bracing welding and assembly work is in progress on 08.01.2026
37/100
Instream Storage Structure, Nandagaon
Trestle bracing welding and assembly work is in progress on 08.01.2026
38/100
Instream Storage Structure, Nandagaon
1st number of Monorail walkway fit-up and welding work is in progress on 08.01.2026
39/100
Instream Storage Structure, Nandagaon
De-watering at D/S right flared out wall foundation, Block-2 is in progress on 08.01.2026
40/100
Instream Storage Structure, Nandagaon
Reinforcement binding & Shuttering at right abutment, Block-2 is in progress on 08.01.2026
41/100
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?)
42/100
UGPL, Right Lower Suktel Canal Division
Internal drain type 04 inside wall plastering work is in progress at Pump House.
43/100
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.
44/100
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.
45/100
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.
46/100
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.
47/100
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.
48/100
UGPL, Left Lower Suktel Canal Division
Internal Approach road subbase levelling and checking work is in progress of Pump House.
49/100
Integrated Barrage across river Kochila and across river Baitarini
BAITARANI -ISS Sluice bay divide wall shuttering work in progress- 09.01.2026
50/100
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
51/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Binding of reinforcement for Divide wall is under progress.
52/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Binding of reinforcement for Gravity floor top is under progress.
53/100
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.
54/100
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.
55/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Cleaning of reinforcement for RHS Raft by sand blasting method is under progress.
56/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Shuttering of LHS Mid-pier, 4th lift is under progress.
57/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
De-Shuttering of LHS Mid-pier, 3rd lift is under progress.
58/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Shuttering & binding of reinforcement for LHS Counterfort & Abutment wall, 4th lift is under progress.
59/100
Instream Storage Structure, Jharbeda
Cleaning of Pier No-8 to RHS Divide wall-2 area work is in Progress.
60/100
Instream Storage Structure, Jharbeda
Curing work is in Progress.
61/100
Instream Storage Structure, Jharbeda
De-shuttering of Pier No-7, 3rd lift is under Progress.
62/100
Instream Storage Structure, Jharbeda
Shuttering of Pier No-6, 4th lift is under process.
63/100
Instream Storage Structure, Jharbeda
Dewatering work is in Progress.
64/100
Instream Storage Structure, Hamirpur
Testing of Compressive M25A20 (Strength is 30.67/mm2 for 28 days) of Pier No-22, 8th lift and (Strength is 30.52/mm2 for 28 days) of Pier No-9, 5th lift has done in presence of Client & PSS team.
65/100
Instream Storage Structure, Hamirpur
Slump testing M15A40 (Value 40 mm) of U/S Flared out wall, 3rd lift at Block No-5 done in presence of Client & PSS Team.
66/100
Instream Storage Structure, Hamirpur
Concreting M15A40 of U/S Flared out wall, 3rd lift at Block No-5 is under progress in presence of Client & PSS Team.
67/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 85 mm) of Pier No-10, 12th at Block No-2 done in presence of Client & PSS Team.
68/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-10, 12th at Block No-2 is under progress in presence of Client & PSS Team.
69/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 85 mm) of Pier No-30, 6th done in presence of Client & PSS Team.
70/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-30, 6th is under progress in presence of Client & PSS Team.
71/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 90 mm) of Pier No-12, 7th done in presence of Client & PSS Team.
72/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-12, 7th is under progress in presence of Client & PSS Team.
73/100
Instream Storage Structure, Hamirpur
Guide line welding work is in progress.
74/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-8, 10th lift is under progress.
75/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-9, 10th lift is under progress.
76/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-11, 8th lift is under progress.
77/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-19, 8th lift is under progress.
78/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-20, 10th lift is under progress.
79/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-22, 12th lift is under progress.
80/100
Instream Storage Structure, Khalpal
Slump testing M25A20 (Value 160 mm) of Barrage bay flank wall Cross Cut-off Panel No-10A done in presence of Client & PSS Team.
81/100
Instream Storage Structure, Khalpal
Concreting M25A20 of Barrage bay flank wall Cross Cut-off Panel No-10A done in presence of Client & PSS Team.
82/100
Instream Storage Structure, Khalpal
Slump testing M35A20 (Value 90 mm) of Girder No-24 done in presence of Client & PSS Team.
83/100
Instream Storage Structure, Khalpal
Concreting M35A20 of Girder No-24 is under progress in presence of Client & PSS Team.
84/100
Instream Storage Structure, Khalpal
Inspection of the bottom raft reinforcement for the left sluice bay (Block No. 05) in presence of Client & PSS team along with EPC agency for reinforcement spacing in the approved drawings.
85/100
Instream Storage Structure, Khalpal
Testing of Compressive M35A20 (Strength is 40.37/mm2 for 28 days) of Girder No-01 has done in presence of Client & PSS team.
86/100
Instream Storage Structure, KansariGanda
Curing continuing at site.
87/100
Instream Storage Structure, KansariGanda
Visit of Hydro Mechanical Expert, Geologist along with Site Engineers PMC to the ISS site. Inspected the overall progress of site and cage lowering is in progress, Abutment with counter fort wall reinforcement binding & shuttering work.
88/100
Instream Storage Structure, KansariGanda
Visit of Hydro Mechanical Expert, Geologist along with Site Engineers PMC to the ISS site. Inspected the overall progress of site and cage lowering is in progress, Abutment with counter fort wall reinforcement binding & shuttering work.
89/100
Instream Storage Structure, KansariGanda
Visit of Hydro Mechanical Expert, Geologist along with Site Engineers PMC to the ISS site. Inspected the overall progress of site and cage lowering is in progress, Abutment with counter fort wall reinforcement binding & shuttering work.
90/100
Instream Storage Structure, KansariGanda
Visit of Hydro Mechanical Expert, Geologist along with Site Engineers PMC to the ISS site. Inspected the overall progress of site and cage lowering is in progress, Abutment with counter fort wall reinforcement binding & shuttering work.
91/100
Instream Storage Structure, KansariGanda
Visit of Hydro Mechanical Expert, Geologist along with Site Engineers PMC to the ISS site. Inspected the overall progress of site and cage lowering is in progress, Abutment with counter fort wall reinforcement binding & shuttering work.
92/100
Instream Storage Structure, Gudvella
Roller track welding work under progress on 07.01.2026
93/100
Instream Storage Structure, Gudvella
Roller track welding work under progress on 07.01.2026
94/100
Instream Storage Structure, Gudvella
De-shuttering work of pylon at deck slab no – 6 is under progress on 07.01.2026
95/100
Instream Storage Structure, Gudvella
Reinforcement work at right side abutment A2 wall for 5th lift RCC is under progress on 07.01.2026
96/100
Instream Storage Structure, Gudvella
Shuttering work at right side under sluice bay crest for 2nd layer RCC is under progress on 07.01.2026
97/100
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 07.01.2026
98/100
Instream Storage Structure, Gudvella
Reinforcement & shuttering work at right side u/s flank wall for 3rd lift RCC is under progress on 07.01.2026
99/100
Instream Storage Structure, Nandagaon
Sieve analysis of sand (fine aggregate) testing at field laboratory in presence of the above technical person found zone-I & FM=3.31 on 07.01.2026
100/100
Instream Storage Structure, Nandagaon
20mm & 10mm single size CA gradation taken testing at field laboratory in presence of the above technical person found satisfactory on 07.01.2026
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