1/100
Instream Storage Structure, KansariGanda
Intermediate Pier No- 4 Shuttering & reinforcement binding is in progress.
2/100
Instream Storage Structure, KansariGanda
Intermediate Pier No- 4 Shuttering & reinforcement binding is in progress.
3/100
UGPL, Left Lower Suktel Canal Division
225mm Dia HDPE Pipe laying work is in progress node from J-166 to J-188 at village Ramsingha.
4/100
Integrated Barrage across river Kochila and across river Baitarini
M20 Grade 28days Compressive strength test Conducted for C.C Block at Baitarani ISS Site laboratory in presence of Quality Control AEE of Quality Assurance Division Chandikhol. Superintending Engineer,AEE and AE of Akhuapada irrigation Division,PMCand representatives of Agency-02.12.2025
5/100
Integrated Barrage across river Kochila and across river Baitarini
SE, Akhuapada along with AEE & AE & AEE, QA Divn., Chandikhol and PMC inspecting work progress at Baitarani ISS Project-02.12.2025
6/100
Instream Storage Structure, Gudvella
Cast of concrete 3rd lift pocket filling M20A20 grade at right side under sluice bay in between P9 and A2 from RL 146.15 m to 147.10m in the presence of Dept JE, site engineer of PMC and agency at site. Slump achieved 83mm on 01.12.2025
7/100
Instream Storage Structure, Gudvella
Cast of concrete 3rd lift pocket filling M20A20 grade at right side under sluice bay in between P9 and A2 from RL 146.15 m to 147.10m in the presence of Dept JE, site engineer of PMC and agency at site. Slump achieved 83mm on 01.12.2025
8/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade for total of 1no. of CC block at U/S right flared out wall from sec.4-4 to sec.5-5 for 2nd lift of hight 0.6m upto RL-237.00m is in progress in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 75mm on 01.12.2025
9/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade for total of 1no. of CC block at U/S right flared out wall from sec.4-4 to sec.5-5 for 2nd lift of hight 0.6m upto RL-237.00m is in progress in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 75mm on 01.12.2025
10/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade for total 2nos. CC blocks at D/S left flared out wall i.e 1no. of size 6.0x1.5x0.6m from sec.5-5 to sec.6-6 for 4th lift & 1no. from sec.4-4 to sec.5-5bfpr 3rd lift of 0.6m hight upto RL-237.60m is in progress in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 72mm on 01.12.2025
11/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade for total 2nos. CC blocks at D/S left flared out wall i.e 1no. of size 6.0x1.5x0.6m from sec.5-5 to sec.6-6 for 4th lift & 1no. from sec.4-4 to sec.5-5bfpr 3rd lift of 0.6m hight upto RL-237.60m is in progress in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 72mm on 01.12.2025
12/100
Instream Storage Structure, Nandagaon
Columns fit up and base plate welding under progress on 01.12.2025
13/100
Instream Storage Structure, Nandagaon
Reinforcement binding & shuttering at pier no-12, Block-2 is in progress on 01.12.2025
14/100
UGPL, Left Lower Suktel Canal Division
Internal drainage wall concreting work is in progress near boundary wall of Pump House.
15/100
UGPL, Right Lower Suktel Canal Division
Excavation work is in progress at double crop area for laying of DN 225 HDPE Pipe of from Junction - J-0775 to J-1084 at village Gaintala In presence of DoWR SDO & PMC team.
16/100
UGPL, Left Lower Suktel Canal Division
1Ha. chamber fixing work is in progress of OMS RO-271B ,Z-4766 near village Jharmunda In presence of PMC team and EPC staff.
17/100
UGPL, Left Lower Suktel Canal Division
Excavation work is in progress for 90mm Dia HDPE pipe line from LO-309 to LO-309A(LM-16 )near village Sargad.
18/100
UGPL, Left Lower Suktel Canal Division
Excavation work in progress for connection of DI to HDPE line of node from J-135 to LO-206 (LM-11) near village Tentulikhunti In presence of PMC team and Meil personnel.
19/100
UGPL, Left Lower Suktel Canal Division
Wall shuttering bord fixing work is in progress of Internal drainage near boundary wall of Pump House.
20/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Shuttering of Abutment & Counter fort is under progress.
21/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Cube casting & Slump testing M25A20 (Value 85 mm) of D/S Abutment & Counter fort wall done in presence of Client & PSS Team.
22/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Concreting M25A20 of D/S Abutment & Counter fort wall is under progress in presence of Client & PSS Team.
23/100
Instream Storage Structure, Jharbeda
Dewatering work is under progress.
24/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 88 mm) of Pier No-24, 13th lift done in presence of Client & PSS Team.
25/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-24, 13th lift is under progress in presence of Client & PSS Team.
26/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 85 mm) of Pier No-17, 8th lift done in presence of Client & PSS Team.
27/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-17, 8th lift is under progress in presence of Client & PSS Team.
28/100
Instream Storage Structure, Hamirpur
Testing of Compressive M25A20 (Strength is 30.32/mm2 for 28 days) of Pier No-28, 11th lift and (Strength is 30.16/mm2 for 28 days) of Pier No-31, 1st lift and (Strength is 21.33/mm2 for 07 days) of Pier No-31, 5th lift has done in presence of Client & PSS team.
29/100
Instream Storage Structure, Hamirpur
2nd stage embedded parts, seal beam erection work is in progress at (Bay No-11).
30/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-18, 9th lift is under progress.
31/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-10, 5th lift is under progress.
32/100
Instream Storage Structure, Khalpal
Slump testing M25A20 (Value 155 mm) of U/S Barrage bay Panel No-21 done in presence of Client & PSS Team.
33/100
Instream Storage Structure, Khalpal
Concreting M25A20 of U/S Barrage bay Panel No-21 done in presence of Client & PSS Team.
34/100
Instream Storage Structure, Khalpal
End stopper fixing for U/S Barrage bay Panel No-21 in presence of Client & PSS Team.
35/100
UGPL, Left Lower Suktel Canal Division
Outlet point fixing work is in progress at LM-6,LO114A(z-7170) near village Badipali.
36/100
Instream Storage Structure, Khalpal
Diaphragm wall cage placing for U/S Barrage bay Panel No-21 in presence of Client & PSS Team.
37/100
Instream Storage Structure, Khalpal
Excavation of Diaphragm wall U/S Barrage bay Panel No-21 is under progress in presence of Client & PSS Team.
38/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Cube casting & Slump testing M25A20 (Value 85 mm) of RHS Divide wall, 3rd lift done in presence of Client & PSS Team.
39/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Concreting M25A20 of RHS Divide wall, 3rd lift is under progress in presence of Client & PSS Team.
40/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Concreting M15A40 of D/S Divide wall raft PCC is under progress in presence of Client & PSS Team.
41/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Shuttering of D/S Abutment wall is under progress.
42/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Cube casting & Slump testing M25A20 (Value 85 mm) of LHS D/S Slope Divide wall done in presence of Client & PSS Team.
43/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Concreting M25A20 of LHS D/S Slope Divide wall is under progress in presence of Client & PSS Team.
44/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Testing of Compressive M25A20 (Strength is 19.43/mm2 for 07 days) of D/S Divide wall has done in presence of Client & PSS team.
45/100
Instream Storage Structure, Hamirpur
Cleaning of reinforcement for Pier No-11 is under progress by Sand blasting method.
46/100
Instream Storage Structure, Hamirpur
Shuttering & Binding of reinforcement for Pier No-9, 4th lift is under progress.
47/100
Instream Storage Structure, Hamirpur
Curing of Pier No-29, 12th lift is under progress.
48/100
Instream Storage Structure, Hamirpur
Shuttering & Binding of reinforcement for Pier No-10, 5th lift is under progress.
49/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-23, 12th lift is under progress.
50/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-24, 13th lift is under progress.
51/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-31, 7th lift is under progress.
52/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-29, 13th lift is under progress.
53/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Shuttering of Divide wall, 3rd lift is under progress.
54/100
Instream Storage Structure, Jharbeda
Shuttering of Pier No-7, 3rd lift is under progress.
55/100
Instream Storage Structure, Jharbeda
Shuttering of Pier No-6, 3rd lift is under progress.
56/100
Instream Storage Structure, Jharbeda
Cleaning & Shuttering of reinforcement for U/S Cut-off wall is under progress.
57/100
UGPL, Right Lower Suktel Canal Division
Internal drain plastering work is in progress at Pump House.
58/100
Instream Storage Structure, Jharbeda
Cleaning & Vertical straightening of reinforcement for D/S Cut-off wall is under progress.
59/100
Instream Storage Structure, Hamirpur
Testing of Compressive M25A20 (Strength is 30.32/mm2 for 28 days) of Pier No-30, 1st lift and M25A20 (Strength is 20.74/mm2 for 07 days) of Flank wall, 6th lift and M25A20 (Strength is 21.19/mm2 for 07 days) of Pier No-18, 7th lift has done in presence of Client & PSS team.
60/100
Instream Storage Structure, KansariGanda
Slump cone test conducted at site in presence of QA/QC Expert and Site Engineers PMC. Cube cast at site.
61/100
Instream Storage Structure, KansariGanda
Slump cone test conducted at site in presence of QA/QC Expert and Site Engineers PMC. Cube cast at site.
62/100
Instream Storage Structure, KansariGanda
Visit of QA&QC Exp. along with Site engineers of PMC to the ISS site. Inspected the progress of work and Pier 1 6th lift concrete work progress. Slump cone test conducted at site in presence of QA/QC Expert and Site Engineers PMC.
63/100
Instream Storage Structure, KansariGanda
Visit of QA&QC Exp. along with Site engineers of PMC to the ISS site. Inspected the progress of work and Pier 1 6th lift concrete work progress. Slump cone test conducted at site in presence of QA/QC Expert and Site Engineers PMC.
64/100
Instream Storage Structure, KansariGanda
Visit of QA&QC Exp. along with Site engineers of PMC to the ISS site. Inspected the progress of work and Pier 1 6th lift concrete work progress. Slump cone test conducted at site in presence of QA/QC Expert and Site Engineers PMC.
65/100
Instream Storage Structure, KansariGanda
Visit of QA&QC Exp. along with Site engineers of PMC to the ISS site. Inspected the progress of work and Pier 1 6th lift concrete work progress. Slump cone test conducted at site in presence of QA/QC Expert and Site Engineers PMC.
66/100
Barrage across river Turi & Guntat
Slump test conducted at Guntat Barrage site.Grade of concrete M15A40.Slump: 58mm
67/100
Barrage across river Turi & Guntat
Slump Test conducted at Location Guntat site.
Grade:- M15 A40
Slump:- 60mm
It is in admissible limit.
68/100
Barrage across river Turi & Guntat
PCC of D/S flaredout wall step-3 L/S of grade M15 A40 is going on at Guntat site from RL:-555.90 to RL:- 556.50 along with proper vibration
69/100
Barrage across river Turi & Guntat
Site Inspection of Department SDO, JE, PMC site engineers & agency staffs to Guntat site.
70/100
Barrage across river Turi & Guntat
Compressive strength test of concrete cubes conducted atTuri Barrage Site. Grade of concrete M25A20.
71/100
Barrage across river Turi & Guntat
Slump Test conducted at Location Turi site.
Grade:- M25 A20
Slump:- 85mm
It is in admissible limit.
72/100
Barrage across river Turi & Guntat
RCC of U/S flank and return wall R/S of grade M25 A20 is going on at TURI site from RL 566.55 to RL 567.60 along with proper vibration
73/100
Instream Storage Structure, Hamirpur
Hoist bridge platform Rib welding work is in progress.
74/100
Instream Storage Structure, Hamirpur
Column bracing welding work is in progress.
75/100
UGPL, Left Lower Suktel Canal Division
Air valve verification is in progress from J-0899 to J0900 at village Hardtal.
76/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Sill beam (Bay No-13) is under progress in presence of Client & PSS Team.
77/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 90 mm) of Pier No-27 pier Cap done in presence of Client & PSS Team.
78/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 85 mm) of Pier No-29, 12th lift done in presence of Client & PSS Team.
79/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-27 pier Cap is under progress in presence of Client & PSS Team.
80/100
UGPL, Left Lower Suktel Canal Division
HDPE Tee (75×125×75)mm connection work is in progress LO-316(LM-16) at village Sargad.
81/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-29, 12th lift is under progress in presence of Client & PSS Team.
82/100
Instream Storage Structure, Hamirpur
Curing of Pier No-23, 11th lift is under progress.
83/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-9 is under progress.
84/100
UGPL, Left Lower Suktel Canal Division
MS Pipe to DI pipe Branch connection sluice valve fitting and spigot flange fixed work is in progress, Dy-2 RM-08 at Village Khairpali.
85/100
Instream Storage Structure, Hamirpur
Shuttering & Binding of reinforcement for Pier No-10, 5th lift is under progress.
86/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-18, 9th lift is under progress.
87/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-23, 12th lift is under progress.
88/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-24, 13th lift is under progress.
89/100
Instream Storage Structure, Khalpal
Slump testing M20A40 (Value 55 mm) C.C Blocks done in presence of Client & PSS Team.
90/100
Instream Storage Structure, Khalpal
Casting of C.C Block (M20A40) is under progress in presence of Client & PSS Team.
91/100
UGPL, Left Lower Suktel Canal Division
Excavation work is in progress 125mm Dia HDPE pipeline from J-378 to LO-316 at village Sargad.
92/100
Instream Storage Structure, Gudvella
Visited by: CE ,Tel Basin, Bhawanipatna, SE , Balangir Irrigation Division, DTL , SDO , AE ,HM Expert , SHE Expert and Electrical engineer
Location: ISS Gudvella Site
Present: Department JE, PMC Site Engineers, and Agency Representatives
Observations and Instructions
1. The agency was instructed to deploy additional manpower to expedite the ongoing construction works.
2. The agency was advised to immediately commence the second stage of mechanical works.
3. The agency was directed to submit the Afflux Survey Report and the approach road data of the site at the earliest.
4. The agency was instructed to start the building works without any further delay.
Remarks / Conclusion
The overall progress of the work was reviewed during the visit. The agency was advised to enhance the pace of execution and ensure timely submission of all required data and reports. The quality of work must be maintained strictly as per specifications under the close supervision of PMC and departmental officials on 30.11.2025
93/100
Instream Storage Structure, Gudvella
Visited by: CE ,Tel Basin, Bhawanipatna, SE , Balangir Irrigation Division, DTL , SDO , AE ,HM Expert , SHE Expert and Electrical engineer
Location: ISS Gudvella Site
Present: Department JE, PMC Site Engineers, and Agency Representatives
Observations and Instructions
1. The agency was instructed to deploy additional manpower to expedite the ongoing construction works.
2. The agency was advised to immediately commence the second stage of mechanical works.
3. The agency was directed to submit the Afflux Survey Report and the approach road data of the site at the earliest.
4. The agency was instructed to start the building works without any further delay.
Remarks / Conclusion
The overall progress of the work was reviewed during the visit. The agency was advised to enhance the pace of execution and ensure timely submission of all required data and reports. The quality of work must be maintained strictly as per specifications under the close supervision of PMC and departmental officials on 30.11.2025
94/100
Instream Storage Structure, Gudvella
Cast of concrete final lift PCC M20A20 grade at right side u/s flank wall raft from RL 146.20m to 147.10m is under progress in the presence of Dept JE, site engineer of PMC and agency site. Slump achieved 70mm on 29.11.2025
95/100
Instream Storage Structure, Gudvella
Cast of concrete final lift PCC M20A20 grade at right side u/s flank wall raft from RL 146.20m to 147.10m is under progress in the presence of Dept JE, site engineer of PMC and agency site. Slump achieved 70mm on 29.11.2025
96/100
Instream Storage Structure, Gudvella
Cast of concrete at end seal portion from P5 to P7 with RL 147.85m to 148.60m is under progress through chute in the presence of Dept JE, site engineer of PMC and agency at site. Slump achieved 67mm on 29.11.2025
97/100
Instream Storage Structure, Gudvella
Cast of concrete at end seal portion from P5 to P7 with RL 147.85m to 148.60m is under progress through chute in the presence of Dept JE, site engineer of PMC and agency at site. Slump achieved 67mm on 29.11.2025
98/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade for total 2nos. of CC block at U/S right flared out wall i.e 1no. of 5x1.5x0.6m at sec.4-4 for 1st lift & 1no. at sec. 5-5 for 2nd lift of 0.6m hight upto RL-237.00m is in progress in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 71mm on 30.11.2025
99/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade for total 2nos. of CC block at U/S right flared out wall i.e 1no. of 5x1.5x0.6m at sec.4-4 for 1st lift & 1no. at sec. 5-5 for 2nd lift of 0.6m hight upto RL-237.00m is in progress in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 71mm on 30.11.2025
100/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade for total of 2no of CC block of size 6.0x1.50x0.60m. at D/S left flared out wall 1no. at sec.4-4 for 1st lift & 1no. at sec.5-5 for 3rd lift of 0.6m hight upto RL-237.60m is in progress in presence of JE,KID, PM EPC agency, Site Engineers of PMC & EPC agency. Slump achieved 74mm on 30.11.2025
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