1/100
UGPL, Right Lower Suktel Canal Division
Excavation work is in progress for 800mm Dia DI pipe of 800mm Dia valve chamber in between junction J-0030- to J-0040 at village Sauntpur.
2/100
UGPL, Right Lower Suktel Canal Division
External drain stone pitching gaps concrete filing work is in progress at Pump House.
3/100
UGPL, Left Lower Suktel Canal Division
Excavation work is in progress for 450 mm Dia DI pipe line Laying & Gap closing of Rm-15, from J-254 to J-38 at village Birkel.
4/100
Instream Storage Structure, Gudvella
Paint work is under progress on 06.04.2026
5/100
Instream Storage Structure, Gudvella
Brick work is in progress at 1st floor building of control room on 06.04.2026
6/100
Instream Storage Structure, Gudvella
Gate installation work under progress at P2 on 06.04.2026
7/100
Instream Storage Structure, Gudvella
Placement of CC block is under progress at u/s side on 06.04.2026
8/100
Instream Storage Structure, Gudvella
Brickwork at control room building is under progress on 05.04.2026
9/100
Instream Storage Structure, Gudvella
D/S view of ISS Gudvella on 05.04.2026
10/100
Instream Storage Structure, Gudvella
U/S view of ISS Gudvella on 05.04.2026
11/100
Instream Storage Structure, Nandagaon
• Due to heavy wind storm occurred at ISS site on dated 05.04.2026 at 7.30pm, all the machineries such a Excavator doors, welding machines deployed at site became in unworkable position and roof shed and side boundary of the camp have also been damaged.
Therefore, all the site activities are stopped till getting repaired of machineries and camp site on 06.04.2026
12/100
Instream Storage Structure, Nandagaon
• Due to heavy wind storm occurred at ISS site on dated 05.04.2026 at 7.30pm, all the machineries such a Excavator doors, welding machines deployed at site became in unworkable position and roof shed and side boundary of the camp have also been damaged.
Therefore, all the site activities are stopped till getting repaired of machineries and camp site on 06.04.2026
13/100
Instream Storage Structure, Nandagaon
• Due to heavy wind storm occurred at ISS site on dated 05.04.2026 at 7.30pm, all the machineries such a Excavator doors, welding machines deployed at site became in unworkable position and roof shed and side boundary of the camp have also been damaged.
Therefore, all the site activities are stopped till getting repaired of machineries and camp site on 06.04.2026
14/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade at U/S right divide wall raft for 2nd lift upto RL-230.60m 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 05.04.2026
15/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade at U/S right divide wall raft for 2nd lift upto RL-230.60m 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 05.04.2026
16/100
Instream Storage Structure, Nandagaon
• 1.Checked the area of U/S right divide wall raft with following activities in presence of PM, EPC agency,Site Engineers of PMC & Site Engineer of EPC agency:-
(i) Reinforcement works in binding, placing in proper position including rigid n smooth shuttering at bottom layer for 2nd lift of 0.60m ht. are completed as follows :
(ii)Binding of main Bar of 25mm dia n 16mm dia Dist. Bars at bottom layers including binding of vertical main pier bars of 20mm dia are completed.
(iii) Rigid and Smooth shuttering by providing clear cover 75mm measured from main bar to shutter plate are done.
(iv) Area is cleaned using air water jetting and passed by SE, KID, Bhawanipatna and ready to place concrete with RCC M25A20 grade upto RL-230.60m.
(iii).The area is cleaned properly through water pressure and passed by SE, KID, Bhawanipatna for placing with RCC M35A20 grade on 05.04.2026
17/100
Instream Storage Structure, Nandagaon
Reinforcement binding & Shuttering is in progress at U/S right divide wall raft on 05.04.2026
18/100
Instream Storage Structure, Nandagaon
Placing of CC blocks is in progress at U/s side on 05.04.2026
19/100
Instream Storage Structure, Nandagaon
Curing is in progress at Blockout portion on 05.04.2026
20/100
Instream Storage Structure, Nandagaon
Shuttering for Blockout portion is in progress at pier no.7&8 on 05.04.2026
21/100
UGPL, Left Lower Suktel Canal Division
Excavation work is in progress of 75mm Dia HDPE pipe line at LO-149A, (Z-5945), LM-8 near village Taliudar.
22/100
UGPL, Left Lower Suktel Canal Division
Excavation work is in progress for connecting of 300mm Dia DI pipeline to 225mm Dia HDPE pipeline at J-391, LM-4 near village Amamunda.
23/100
UGPL, Left Lower Suktel Canal Division
HDPE Tee (125X 75 X 90) connection work is in progress at LO-355 ,LM-18, near village Badimunda in presence of DoWR AE and PMC team.
24/100
Integrated Barrage across river Kochila and across river Baitarini
Barrage bay Raft Casting work in progress.In presence of SE,AEE,AE of Akhuapada irrigation division,PMC and representative of Agency of Baitarani Iss.Till now Volume of Concrete Poured 1167 Cum-07.04.2026
25/100
UGPL, Left Lower Suktel Canal Division
Excavation work is in progress for laying of 400mm Dia DI pipeline from J-254 to J-38 near village Birkel In presence of AE and PMC team.
26/100
UGPL, Left Lower Suktel Canal Division
Excavation work is in progress for 75mm Dia HDPE pipe line at LO-157B (Z-4621), LM-8 near village Taliudar in presence of DoWR AE and PMC team.
27/100
Instream Storage Structure, Gudvella
Paint work under progress on 04.04.2026
28/100
Instream Storage Structure, Gudvella
Gate installation work under progress at P8 on 04.04.2026
29/100
Instream Storage Structure, Gudvella
Brickwork underprogress at control room building on 04.04.2026
30/100
Instream Storage Structure, Gudvella
Placement of CC block is under progress at U/s of site on 04.04.2026
31/100
Instream Storage Structure, Gudvella
Clearance of loose material is under progress at left side under sluice bay on 04.04.2026
32/100
Instream Storage Structure, Gudvella
• Today SE, Balangir Irrigation Division, Balangir visited ISS Gudvella site. Department JE, PMC site engineers and agency representatives were present.
1. He inspected the overall site condition & instructed the agency to speed up the work and complete it on 03.04.2026
33/100
Instream Storage Structure, Gudvella
• Today SE, Balangir Irrigation Division, Balangir visited ISS Gudvella site. Department JE, PMC site engineers and agency representatives were present.
1. He inspected the overall site condition & instructed the agency to speed up the work and complete it on 03.04.2026
34/100
Instream Storage Structure, Gudvella
Casting of concrete at parapet wall of right side D/s wing wall including 5 nos CF with RL 159.50m to 160.40m is underprogress in the presence of Dept JE, site engineer of PMC and agency at site. The slump test value is 77mm on 03.04.2026
35/100
Instream Storage Structure, Gudvella
Casting of concrete at parapet wall of right side D/s wing wall including 5 nos CF with RL 159.50m to 160.40m is underprogress in the presence of Dept JE, site engineer of PMC and agency at site. The slump test value is 77mm on 03.04.2026
36/100
Instream Storage Structure, Gudvella
Curing at building slab on 03.04.2026
37/100
Instream Storage Structure, Gudvella
Shuttering work underprogress at A2 d/s wing wall for final lift RCC on 03.04.2026
38/100
Instream Storage Structure, Gudvella
Clearance of loose material is under progress at left side undesluice bay on 03.04.2026
39/100
Instream Storage Structure, Gudvella
Shuttering and reinforcement work is under progress at 1st floor of building column on 03.04.2026
40/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no.1& left abutment for 9th lift of undersluice bay-1 is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 85mm on 04.04.2026
41/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no.1& left abutment for 9th lift of undersluice bay-1 is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 85mm on 04.04.2026
42/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no.1& left abutment for 9th lift of undersluice bay-1 is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 83mm on 04.04.2026
43/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no.1& left abutment for 9th lift of undersluice bay-1 is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 83mm on 04.04.2026
44/100
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 undersluice bay No.-1 of Pier No.1& left abutment for 9th 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 04.04.2026
45/100
Instream Storage Structure, Nandagaon
• 1 . Visited the site, ISS Nandagaon by QAC Expert & Site Engineer of PMC on dt. 04.04.2026 in presence of PM,EPC Agency, Site Engineers of PMC and site Engineer of EPC Agency, ISS Nandagaon. Observations/ suggestions are made during visit following components as follows:
(a) Construction of RCC cutoff wall of U/S right Divide wall is already completed and the PCC with M15A40 grade at bottom of Raft foundation has also been completed on dt. 02.04.2026.
(b) Reinforcement works in binding, placing in proper position, clear cover at bottom layer and sides are maintained using cover blocks including rigid n smooth shuttering at bottom layer for 1st lift of 0.60m ht. are completed as follows :
(i) Binding of main Bar of 25mm dia n 16mm dia Dist. Bars at bottom layers including binding of vertical main pier bars of 20mm dia are completed.
(ii) Rigid and Smooth shuttering by providing clear cover 75mm measured from main bar to shutter plate are done.
(iii) Area is cleaned using air water jetting and passed by SE, KID, Bhawanipatna and ready to place concrete with RCC M25A20 grade upto RL-230.00m on 04.04.2026
46/100
Instream Storage Structure, Nandagaon
Pier no 14 trestle and column foundation bolt erection work under progress on 04.04.2026
47/100
Instream Storage Structure, Nandagaon
De-Shuttering & Shuttering for 2nd stage concrete is in progress at pier no.10 on 04.04.2026
48/100
Instream Storage Structure, Nandagaon
Gate no 13 both barrage bay gate and stoplog gate 2nd stage embedded parts erection work under progress on 04.04.2026
49/100
Instream Storage Structure, Nandagaon
Placing of CC blocks is in progress at U/s side on 04.04.2026
50/100
Instream Storage Structure, Nandagaon
Shuttering for Blockout portion is in progress at pier no.7&8 on 04.04.2026
51/100
Instream Storage Structure, Nandagaon
Reinforcement binding & Shuttering is in progress at U/S right divide wall raft bottom layer on 04.04.2026
52/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no.9&10 for 2nd lift of bay-10 is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 84mm on 03.04.2026
53/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade of 2nd stage concrete at pier no.9&10 for 2nd lift of bay-10 is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 84mm on 03.04.2026
54/100
Instream Storage Structure, Nandagaon
Gate no 11 both barrage bay gate and stoplog gate 2nd stage embedded parts erection work completed. Hence ready for concrete on 03.04.2026
55/100
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.-10 of Pier No.9&10 for 2nd 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 03.04.2026
56/100
Instream Storage Structure, Nandagaon
Laying & placing in proper position and binding & tying of bottom main bar is in progress at U/S right divide wall on 03.04.2026
57/100
Instream Storage Structure, Nandagaon
Shuttering for 2nd stage concrete is in progress at pier no.7&9 on 03.04.2026
58/100
Instream Storage Structure, Khalpal
Slump testing M20A20 (Value 80 mm) of LHS sluice Bay Gravity floor (PCC) done in presence of Client & PSS Team.
59/100
Instream Storage Structure, Khalpal
Concreting M20A20 of LHS sluice Bay Gravity floor (PCC) is under progress in presence of Client & PSS Team.
60/100
Instream Storage Structure, Khalpal
Slump testing M25A20 (Value 90 mm) of Middle Cut-off barrage bay No-2 done in presence of Client & PSS Team.
61/100
Instream Storage Structure, Khalpal
Concreting M25A20 of Middle Cut-off barrage bay No-2 is under progress in presence of Client & PSS Team.
62/100
Instream Storage Structure, Khalpal
Slump testing M25A20 (Value 90 mm) of Pier No-22, 1st lift done in presence of Client & PSS Team.
63/100
Instream Storage Structure, Khalpal
Concreting M25A20 of Pier No-22, 1st lift is under progress in presence of Client & PSS Team.
64/100
Integrated Barrage across river Kochila and across river Baitarini
Barrage bay Raft casting(M25 A20) work is in progress at Baitarani ISS.
65/100
Instream Storage Structure, Gudvella
U/S view of ISS Gudvella on 02.04.2026
66/100
Instream Storage Structure, Gudvella
U/S view of ISS Gudvella on 02.04.2026
67/100
Instream Storage Structure, Gudvella
Mechanical work is in progress on 02.04.2026
68/100
Instream Storage Structure, Gudvella
Reinforcement & shuttering work underprogress at A2 d/s wing wall for final lift RCC on 02.04.2026
69/100
Instream Storage Structure, Gudvella
Curing at building area on 02.04.2026
70/100
Instream Storage Structure, Gudvella
Reinforcement work of 1st floor column is under progress at building area on 02.04.2026
71/100
Instream Storage Structure, Gudvella
D/S view of ISS Gudvella on 01.04.2026
72/100
Instream Storage Structure, Gudvella
U/S view of ISS Gudvella on 01.04.2026
73/100
Instream Storage Structure, Gudvella
CC blocks shuttering work under progress on 01.04.2026
74/100
Instream Storage Structure, Gudvella
Reinforcement work is under progress at parapet wall of right side D/s wing wall on 01.04.2026
75/100
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
76/100
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
77/100
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
78/100
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
79/100
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
80/100
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
81/100
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
82/100
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
83/100
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
84/100
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
85/100
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
86/100
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
87/100
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
88/100
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
89/100
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
90/100
Instream Storage Structure, Nandagaon
Shuttering for Blockout portion is in progress at pier no.7 on 02.04.2026
91/100
Instream Storage Structure, Nandagaon
Shuttering for 2nd stage concrete is in progress at pier no.7&9 on 02.04.2026
92/100
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
93/100
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
94/100
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
95/100
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
96/100
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
97/100
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
98/100
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
99/100
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
100/100
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
❮
❯
