1/100
Instream Storage Structure, Gudvella
U/S view of ISS Gudvella on 02.04.2026
2/100
Instream Storage Structure, Gudvella
U/S view of ISS Gudvella on 02.04.2026
3/100
Instream Storage Structure, Gudvella
Mechanical work is in progress on 02.04.2026
4/100
Instream Storage Structure, Gudvella
Reinforcement & shuttering work underprogress at A2 d/s wing wall for final lift RCC on 02.04.2026
5/100
Instream Storage Structure, Gudvella
Curing at building area on 02.04.2026
6/100
Instream Storage Structure, Gudvella
Reinforcement work of 1st floor column is under progress at building area on 02.04.2026
7/100
Instream Storage Structure, Gudvella
D/S view of ISS Gudvella on 01.04.2026
8/100
Instream Storage Structure, Gudvella
U/S view of ISS Gudvella on 01.04.2026
9/100
Instream Storage Structure, Gudvella
CC blocks shuttering work under progress on 01.04.2026
10/100
Instream Storage Structure, Gudvella
Reinforcement work is under progress at parapet wall of right side D/s wing wall on 01.04.2026
11/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M15A40 grade at U/S right divide wall raft bottom is in progress in presence of PM EPC agency,Site Engineer of PMC & EPC agency. The slump test value is 82mm on 02.04.2026
12/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M15A40 grade at U/S right divide wall raft bottom is in progress in presence of PM EPC agency,Site Engineer of PMC & EPC agency. The slump test value is 82mm on 02.04.2026
13/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of Blockout portion at pier no.7 is in progress in presence of PM EPC agency,Site Engineer of PMC & EPC agency. The slump test value is 84mm on 02.04.2026
14/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of Blockout portion at pier no.7 is in progress in presence of PM EPC agency,Site Engineer of PMC & EPC agency. The slump test value is 84mm on 02.04.2026
15/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no.7&8 for 5th lift of bay-8 is in progress in presence of PM EPC agency, Site Engineer of PMC & EPC agency. The slump test value is 81mm on 02.04.2026
16/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no.7&8 for 5th lift of bay-8 is in progress in presence of PM EPC agency, Site Engineer of PMC & EPC agency. The slump test value is 81mm on 02.04.2026
17/100
Instream Storage Structure, Nandagaon
• 4 (i) Excavation of raft foundation of U/S right divide wall is completed.
(ii).Preparation of PCC bottom bed foundation for RCC raft is completed on finished well watered & compacted foundation base.
(iii) The area is ready for concreting & passed by SE, KID, Bhwanipatna for placing with PCC M15A40 grade ISS Nandagaon on 02.04.2026
18/100
Instream Storage Structure, Nandagaon
• 3 (i).Fixing & fittings and alignment of All trestle and columns foundation bolts measurements has been checked at pier no.-7 for Blockout area of 6.8m length and found correct by HM Expert of PMC during his site visit on dt.19.03.2026 in presence of mechanical Site Engineers of PMC and EPC Agency.
(ii) Rigid and smooth shuttering for Blockout area with M35A20 grade at pier no.-7 upto RL-247.00m are found completed.
(iii).The area is cleaned properly through air water jet and passed by SE, KID, Bhawanipatna for placing with RCC M35A20 grade on 02.04.2026
19/100
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 bay No.-8 of Pier No.7&8 for 5th lift have been checked and found correct by HM Expert of PMC during his site visit on dt.01.04.2026 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 02.04.2026
20/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no.8&9 for 4th lift of bay no.9 is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 83mm on 02.04.2026
21/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no.8&9 for 4th lift of bay no.9 is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 83mm on 02.04.2026
22/100
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.-9 of Pier No.8&9 for 4th lift have been checked and found correct by HM Expert of PMC during his site visit on dt.01.04.2026 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 02.04.2026
23/100
Instream Storage Structure, Nandagaon
Gate no 14 both stoplog and barrage bay sil beam spirit level, water level and all measurements checked as per approved drawings. Hence ready for concrete on 02.04.2026
24/100
Instream Storage Structure, Nandagaon
Gate no 13 both barrage bay gate and stoplog gate 2nd stage embedded parts erection work under progress on 02.04.2026
25/100
Instream Storage Structure, Nandagaon
• 1).De-Shuttering is in progress at U/S right divide wall cut-off.
2). De-watering is in progress on 02.04.2026
26/100
Instream Storage Structure, Nandagaon
Shuttering for Blockout portion is in progress at pier no.7 on 02.04.2026
27/100
Instream Storage Structure, Nandagaon
Shuttering for 2nd stage concrete is in progress at pier no.7&9 on 02.04.2026
28/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade for 2nd lift at U/S right divide wall cut-off is in progress in presence of PM EPC agency, Site Engineer of PMC & EPC agency. The slump test value is 88mm on 01.04.2026
29/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade for 2nd lift at U/S right divide wall cut-off is in progress in presence of PM EPC agency, Site Engineer of PMC & EPC agency. The slump test value is 88mm on 01.04.2026
30/100
Instream Storage Structure, Nandagaon
• 3.The area before placement of concrete at U/S right divide wall Cut-off foundation for 2nd lift has been checked and found ready during site visit of DTL, Tel Basin, QAC Expert, SHEE and Sr. Site Engineer of PMC as follows:
(i)Reinforcement work in binding, tying, placing in proper position n spacing of vertical main & horizontal dist. bars are done.
(ii) Rigid & smooth shuttering by providing clear cover of 75mm, measured from main bar to shutter plates are done.
(iii) The surface area is cleaned properly through air water jetting and passed by SE, KID, Bhawanipatna on 01.04.2026
31/100
Instream Storage Structure, Nandagaon
• 2.Visited office building/ Control room area:
(i) Foundation excavation is completed upto design depth.
(ii) PCC has been completed with M15A40 grade with bed thickness of 100 mm on prepared well watered compacted bed surface. Marking for footing of columns is going on as per the approved drawing on 01.04.2026
32/100
Instream Storage Structure, Nandagaon
• Site visit of ISS, Nandagaon by DTL, Tel Basin Bhawanipatna today on dt. 01.04.2026 along with the QAC Expert, HME, SHEE and Sr. Site Engineer of PMC in presence of PM of EPC Agency, all Site Engineers of PMC n EPC Agency.
1.Visited the U/S right Divide wall foundation cutoff area and found the activities are seen as follows:
(i) Reinforcement in binding, tying and proper placing of vertical main bar and dist. bar for 2nd. lift cutoff wall are completed and shuttering works is in progress and will be completed for placing concrete with RCC M25A20 grade by end of 2nd half on 01.04.2026
33/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of Blockout portion of 6.8m length at pier no.2&6 upto RL-247.00m is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 83mm on 01.04.2026
34/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of Blockout portion of 6.8m length at pier no.2&6 upto RL-247.00m is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 83mm on 01.04.2026
35/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no.1& left abutment for 8th lift of undersluice bay-1 is in progress in presence of PM EPC agency, Site Engineer of PMC & EPC agency. The slump test value is 84mm on 01.04.2026
36/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no.1& left abutment for 8th lift of undersluice bay-1 is in progress in presence of PM EPC agency, Site Engineer of PMC & EPC agency. The slump test value is 84mm on 01.04.2026
37/100
Instream Storage Structure, Nandagaon
• 2(i).Fixing & fittings and alignment of All trestle and columns foundation bolts measurements has been checked at pier no.-2&6 for Blockout area of 6.8m length and found correct by HM Expert of PMC during his site visit on dt.19.03.2026 in presence of mechanical Site Engineers of PMC and EPC Agency.
(ii) Rigid and smooth shuttering for Blockout area with M35A20 grade at pier no.-2&6 upto RL-247.00m are found completed.
(iii).The area is cleaned properly through air water jet and passed by SE, KID, Bhawanipatna for placing with RCC M35A20 grade on 01.04.2026
38/100
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 under sluice bay No.-1 of Pier No.1& left abutment have been checked and found correct by HM Expert of PMC during his site visit on dt.19.03.2026 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 01.04.2026
39/100
Instream Storage Structure, Nandagaon
• 1) De-Shuttering is in progress at U/S right divide wall cut-off.
2) De-watering is in progress on 01.04.2026
40/100
Instream Storage Structure, Nandagaon
Shuttering for 2nd stage concrete is in progress at pier no.7,8&10 on 01.04.2026
41/100
Integrated Barrage across river Kochila and across river Baitarini
PMC team-Chandikhole inspecting the raft reinforcement at ISS Baitarani today-04.04.2026
42/100
Integrated Barrage across river Kochila and across river Baitarini
Barrage bay raft reinforcement fixing and shuttering work in progress at baitarani iss project.
43/100
Instream Storage Structure Across Mahanadi at Choudhrygada and across Paika at Tikhiri
Left side under sluice steel placing work in progress.
44/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Slump testing M20A20 (Value 80 mm) of Gravity floor done in presence of Client & PSS Team.
45/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Slump testing M25A20 (Value 85 mm) of D/S Flank wall Cut-off done in presence of Client & PSS Team.
46/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Concreting M25A20 of D/S Flank wall Cut-off is under progress in presence of Client & PSS Team.
47/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 90 mm) of Pier No-15, 10th lift at Block No-3 done in presence of Client & PSS Team.
48/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-15, 10th lift at Block No-3 is under progress in presence of Client & PSS Team.
49/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 85 mm) of U/S Flank wall, Raft at Block No-1 done in presence of Client & PSS Team.
50/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of U/S Flank wall, Raft at Block No-1 is under progress in presence of Client & PSS Team.
51/100
Instream Storage Structure, Hamirpur
Slump testing M35A20 (Value 85 mm) of Gantry Girder No-11 done in presence of Client & PSS Team.
52/100
Instream Storage Structure, Hamirpur
Concreting M35A20 of Gantry Girder No-11 is under progress in presence of Client & PSS Team.
53/100
Instream Storage Structure, Hamirpur
Testing of Compressive M25A20 (Strength is 31.11/mm2 for 28 days) of Pier No-32, 15th lift and M35A20 (Strength is 42.34/mm2 for 28 days) of Deck slab (Bay No-25) and M15A40 (Strength is 20.74/mm2 for28 days) of D/S Flared wall (PCC) has done in presence of Client & PSS team.
54/100
Instream Storage Structure, Hamirpur
U/S hoist bridge platform No-1 assembly fit-up work is in progress.
55/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Slump testing M25A20 (Value 85 mm) of Middle Pier, Final lift done in presence of Client & PSS Team.
56/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Concreting M25A20 of Middle Pier, Final lift is under progress in presence of Client & PSS Team.
57/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Slump testing M25A20 (Value 80 mm) of LHS D/S Counterfort & Wing wall, 2nd lift done in presence of Client & PSS Team.
58/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Concreting M25A20 of LHS D/S Counterfort & Wing wall, 2nd lift is under progress in presence of Client & PSS Team.
59/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 90 mm) of Fish pass Raft at Block No-1 done in presence of Client & PSS Team.
60/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Fish pass Raft at Block No-1 is under progress in presence of Client & PSS Team.
61/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 85 mm) of Pier No-16, 12th lift done in presence of Client & PSS Team.
62/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-16, 12th lift is under progress in presence of Client & PSS Team.
63/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 85 mm) of Pier No-5, 4th lift done in presence of Client & PSS Team.
64/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-5, 4th lift is under progress in presence of Client & PSS Team.
65/100
Instream Storage Structure, Hamirpur
Curing of Gantry Girders is under progress.
66/100
Instream Storage Structure, Hamirpur
Testing of Compressive M25A20 (Strength is 30.96/mm2 for 28 days) of Pier No-1, 6th lift and M35A20 (Strength is 37.78/mm2 for 07 days) of Gantry Girder No-6 and M30A20 (Strength is 37.33/mm2 for28 days) of Groove 2nd stage, 10th lift (Bay No-29) has done in presence of Client & PSS team.
67/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-16, 12th lift is under progress.
68/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for D/S Abutment (A1) at Block No-1 is under progress.
69/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for D/S Pier No-4, 5th lift at Block No-1 is under progress.
70/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for U/S Flank wall at Block No-1 is under progress.
71/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-5 & 4, 4th lift is under progress.
72/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Girder is under progress.
73/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for D/S Flank Raft at Block No-5 is under progress.
74/100
UGPL, Left Lower Suktel Canal Division
Inspected of HDPE Tee (140X 75 X75) connection work is in progress at RO-170, RM-9, near village Budelbahali in presence of PMC team.
75/100
UGPL, Right Lower Suktel Canal Division
OCS chamber Below NGL footing levelling and fixing work is in progress of OCS No. 0213051- C10B at village Bhalbuka in presence of DoWR AE and PMC team.
76/100
UGPL, Right Lower Suktel Canal Division
External drain brick masonry work is in progress at Pump House.
77/100
UGPL, Left Lower Suktel Canal Division
Excavation work is in progress for 75mm Dia HDPE pipe line from Node LO-227 to LO-227A, LM-12 near Village Pandarani.
78/100
UGPL, Left Lower Suktel Canal Division
Excavation work is in progress for 400mm Dia DI pipeline laying and gap closing in between J-149 to J-624 of Rm-14 near village Birkel.
79/100
UGPL, Left Lower Suktel Canal Division
Excavation work is in progress for Laying and Gap closing of 400mm Dia DI Pipeline from J -149 to J-624, RM-14 near Village Birkel in presence of PMC team.
80/100
UGPL, Left Lower Suktel Canal Division
DI to HDPE pipeline connection work is in progress at J-474, Lm-16 near village Singanimunda in presence of PMC team.
81/100
UGPL, Left Lower Suktel Canal Division
Excavation work is in progress for 75mm Dia HDPE pipe line of OMS, LO-336A Z-6361, LM-17 at village Sargard in presence of PMC team.
82/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade for 1st lift at U/S right divide wall cut-off is in progress through concrete pump in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 87mm on 31.03.2026
83/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade for 1st lift at U/S right divide wall cut-off is in progress through concrete pump in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 87mm on 31.03.2026
84/100
Instream Storage Structure, Nandagaon
• 2.Checked the area before placement of concrete at U/S right divide wall Cut-off foundation for 1st lift with following activities in presence of PM,EPC agency, Site Engineers of PMC & EPC Agency, ISS, Nandagaon
(i)Reinforcement work in binding, tying, placing in proper position n spacing of vertical main & horizontal dist. bars are done.
(ii) Rigid & smooth shuttering by providing clear cover of 75mm, measured from main bar to shutter plates are done.
(iii) The surface area is cleaned properly through air water jetting and passed by SE, KID, Bhawanipatna on 31.03.2026
85/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of Blockout portion of 6.8m length at pier no.7 from RL-245.40m to RL-246.30m is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 83mm on 31.03.2026
86/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of Blockout portion of 6.8m length at pier no.7 from RL-245.40m to RL-246.30m is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 83mm on 31.03.2026
87/100
Instream Storage Structure, Nandagaon
• 1.(i).Fixing & fittings and alignment of All trestle and columns foundation bolts measurements has been checked at pier no.-7 for Blockout area of 6.8m length and found correct by HM Expert of PMC during his site visit on dt.19.03.2026 in presence of mechanical Site Engineers of PMC and EPC Agency.
(ii) Rigid and smooth shuttering for Blockout area with M35A20 grade at pier no.-7 from RL-244.50m to RL-246.30m are found completed.
(iii).The area is cleaned properly through air water jet and passed by SE, KID, Bhawanipatna for placing with RCC M35A20 grade on 31.03.2026
88/100
Instream Storage Structure, Nandagaon
Gate no 14 both barrage bay and stoplog gate sil beam erection work under progress on 31.03.2026
89/100
Instream Storage Structure, Nandagaon
• 1).Reinforcement binding is in progress at U/S right divide wall cut-off.
2). De-watering is in progress on 31.03.2026
90/100
Instream Storage Structure, Nandagaon
Shuttering for Blockout portion is in progress at pier no.2&6 on 31.03.2026
91/100
Instream Storage Structure, Nandagaon
Shuttering for 2nd stage concrete is in progress at pier no.1& left abutment on 31.03.2026
92/100
Instream Storage Structure, Gudvella
Cast of concrete 9th lift RCC M25A20 grade at right side D/s wing wall including 5nos CF from RL158.15m to 159.50m is under progress in the presence of Dept JE, site engineer of PMC and agency. The slump test value is 76mm on 31.03.2026
93/100
Instream Storage Structure, Gudvella
Cast of concrete 9th lift RCC M25A20 grade at right side D/s wing wall including 5nos CF from RL158.15m to 159.50m is under progress in the presence of Dept JE, site engineer of PMC and agency. The slump test value is 76mm on 31.03.2026
94/100
Instream Storage Structure, Gudvella
Casting of CC BLOCK PCC M20A40 grade is under progress in the presence of Dept JE, site engineer of PMC and agency. The slump test value is 70mm on 31.03.2026
95/100
Instream Storage Structure, Gudvella
Casting of CC BLOCK PCC M20A40 grade is under progress in the presence of Dept JE, site engineer of PMC and agency. The slump test value is 70mm on 31.03.2026
96/100
Instream Storage Structure, Gudvella
Cast of concrete PCC M20A20 grade at u/s curtain wall from P2 to A1 with RL 147.10m to 148.20m is under progress in the presence of Dept JE, site engineer of PMC and agency. The slump test value is 72mm on 31.03.2026
97/100
Instream Storage Structure, Gudvella
Cast of concrete PCC M20A20 grade at u/s curtain wall from P2 to A1 with RL 147.10m to 148.20m is under progress in the presence of Dept JE, site engineer of PMC and agency. The slump test value is 72mm on 31.03.2026
98/100
Instream Storage Structure, Gudvella
Shuttering work is under progress at right side D/s wing wall for 9th lift RCC on 31.03.2026
99/100
Instream Storage Structure, Gudvella
Concreting under progress of CC blocks of grade M20A40 in the presence of Dept JE, PMC n agency site engineers. The slump test value is 69mm on 30.03.2026
100/100
Instream Storage Structure, Gudvella
Concreting under progress of CC blocks of grade M20A40 in the presence of Dept JE, PMC n agency site engineers. The slump test value is 69mm on 30.03.2026
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