1/100
Instream Storage Structure, Gudvella
• Visited Additional Chief Engineer, Balangir Irrigation Circle along with SDO. During visit Department JE, PMC site engineer and agency site engineer are present.
1. He inspected the overall site condition and instructed the agency to increase manpower to speed up the work and complete it within the EOT period on 18.02.2026
2/100
Instream Storage Structure, Gudvella
• Visited Additional Chief Engineer, Balangir Irrigation Circle along with SDO. During visit Department JE, PMC site engineer and agency site engineer are present.
1. He inspected the overall site condition and instructed the agency to increase manpower to speed up the work and complete it within the EOT period on 18.02.2026
3/100
Instream Storage Structure, Gudvella
• Visited Additional Chief Engineer, Balangir Irrigation Circle along with SDO. During visit Department JE, PMC site engineer and agency site engineer are present.
1. He inspected the overall site condition and instructed the agency to increase manpower to speed up the work and complete it within the EOT period on 18.02.2026
4/100
Instream Storage Structure, Gudvella
• Visited SDO and JE of QA/QC of Balangir Irrigation Division at ISS Gudvella site. Dept JE , site engineer of PMC and agency were present.
1. Check the site conditions.
2. Conducted test for 7 days compressive strength of concrete cube PCC M20A20 grade and result found 20.29 N/mm2.
3. Test for 28 days compressive strength of concrete cube PCC M20A20 grade conducted and result found 28.95 N/mm2
4. Test for 28 days compressive strength of concrete cube PCC M15A40 grade conducted and result found 22.40 N/mm2.
5. Conducted combined gradation of 10mm and 20mm coarse aggregate and result found satisfactory
6. Sieve analysis of sand Done at site and result found - zone -2 on 18.02.2026
5/100
Instream Storage Structure, Gudvella
• Visited SDO and JE of QA/QC of Balangir Irrigation Division at ISS Gudvella site. Dept JE , site engineer of PMC and agency were present.
1. Check the site conditions.
2. Conducted test for 7 days compressive strength of concrete cube PCC M20A20 grade and result found 20.29 N/mm2.
3. Test for 28 days compressive strength of concrete cube PCC M20A20 grade conducted and result found 28.95 N/mm2
4. Test for 28 days compressive strength of concrete cube PCC M15A40 grade conducted and result found 22.40 N/mm2.
5. Conducted combined gradation of 10mm and 20mm coarse aggregate and result found satisfactory
6. Sieve analysis of sand Done at site and result found - zone -2 on 18.02.2026
6/100
Instream Storage Structure, Gudvella
• Visited SDO and JE of QA/QC of Balangir Irrigation Division at ISS Gudvella site. Dept JE , site engineer of PMC and agency were present.
1. Check the site conditions.
2. Conducted test for 7 days compressive strength of concrete cube PCC M20A20 grade and result found 20.29 N/mm2.
3. Test for 28 days compressive strength of concrete cube PCC M20A20 grade conducted and result found 28.95 N/mm2
4. Test for 28 days compressive strength of concrete cube PCC M15A40 grade conducted and result found 22.40 N/mm2.
5. Conducted combined gradation of 10mm and 20mm coarse aggregate and result found satisfactory
6. Sieve analysis of sand Done at site and result found - zone -2 on 18.02.2026
7/100
Instream Storage Structure, Gudvella
Sill beam installation work at under-sluice bay in between P9 & A2 is under progress on 18.02.2026
8/100
Instream Storage Structure, Gudvella
Column base plate welding work is under progress on 18.02.2026
9/100
Instream Storage Structure, Gudvella
• Visited ISS Gudvella site along with IE expert .Dept JE, Site engineers of PMC n agency were present.
1. Conducted test for 7 days compressive strength of concrete cube RCC M25 A20 grade at field laboratory and result found 22.66 N/mm2.
2. Conducted test for 7 days compressive strength of concrete cube PCC M20A20 grade and result found 18.96 N/mm2.
3. Test for 28 days compressive strength of concrete cube PCC M15 A40 grade conducted and result found 24.06 N/mm2.
4. Test for 28 days compressive strength of concrete cube RCC M25A20 grade conducted and result found 34.53 N/mm2.
5. Test for 28 days compressive strength of concrete cube PCC M20A20 grade conducted and result found 29.40 N/mm2.
6. Conducted combined gradation of 10mm and 20mm coarse aggregate and result found satisfactory on 17.02.2026
10/100
Instream Storage Structure, Gudvella
• Visited ISS Gudvella site along with IE expert .Dept JE, Site engineers of PMC n agency were present.
1. Conducted test for 7 days compressive strength of concrete cube RCC M25 A20 grade at field laboratory and result found 22.66 N/mm2.
2. Conducted test for 7 days compressive strength of concrete cube PCC M20A20 grade and result found 18.96 N/mm2.
3. Test for 28 days compressive strength of concrete cube PCC M15 A40 grade conducted and result found 24.06 N/mm2.
4. Test for 28 days compressive strength of concrete cube RCC M25A20 grade conducted and result found 34.53 N/mm2.
5. Test for 28 days compressive strength of concrete cube PCC M20A20 grade conducted and result found 29.40 N/mm2.
6. Conducted combined gradation of 10mm and 20mm coarse aggregate and result found satisfactory on 17.02.2026
11/100
Instream Storage Structure, Gudvella
• Visited ISS Gudvella site along with IE expert .Dept JE, Site engineers of PMC n agency were present.
1. Conducted test for 7 days compressive strength of concrete cube RCC M25 A20 grade at field laboratory and result found 22.66 N/mm2.
2. Conducted test for 7 days compressive strength of concrete cube PCC M20A20 grade and result found 18.96 N/mm2.
3. Test for 28 days compressive strength of concrete cube PCC M15 A40 grade conducted and result found 24.06 N/mm2.
4. Test for 28 days compressive strength of concrete cube RCC M25A20 grade conducted and result found 34.53 N/mm2.
5. Test for 28 days compressive strength of concrete cube PCC M20A20 grade conducted and result found 29.40 N/mm2.
6. Conducted combined gradation of 10mm and 20mm coarse aggregate and result found satisfactory on 17.02.2026
12/100
Instream Storage Structure, Gudvella
Sill beam installation work at under-sluice bay P 10 is under progress on 17.02.2026
13/100
Instream Storage Structure, Gudvella
Curing at deck slab no 10 is under progress on 17.02.2026
14/100
Instream Storage Structure, Gudvella
Reinforcement and shuttering work at block out area of Pier-2 is under progress on 17.02.2026
15/100
Instream Storage Structure, Gudvella
De-shuttering work at deck slab - 5 in between P4 and P5 is under progress on 17.02.2026
16/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M15A20 grade at D/S right flared out wall for body mass concrete from sec.2-2 to sec.4-4 and sec.5-5 to sec.6-6 for 3rd lift upto RL-235.80m is completed in presence of PM EPC agency,Site Engineer of PMC & EPC agency. The slum test value is 84mm on 18.02.2026
17/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M15A20 grade at D/S right flared out wall for body mass concrete from sec.2-2 to sec.4-4 and sec.5-5 to sec.6-6 for 3rd lift upto RL-235.80m is completed in presence of PM EPC agency,Site Engineer of PMC & EPC agency. The slum test value is 84mm on 18.02.2026
18/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade for 2nos. Cross girders at pier no. 8 is in progress through concrete pump in presence of PM EPC agency,Site Engineer of PMC & EPC agency. The slum test value is 88mm on 18.02.2026
19/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade for 2nos. Cross girders at pier no. 8 is in progress through concrete pump in presence of PM EPC agency,Site Engineer of PMC & EPC agency. The slum test value is 88mm on 18.02.2026
20/100
Instream Storage Structure, Nandagaon
• 3. Reinforcement works including shuttering for casting of 2nos. cross girders with RCC M35A20 grade at Pier No.:-8 for span-8&9 of barrage bay-6&7 is completed and checked in presence of PM,EPC agency, Site Engineer of PMC and Site Engineer of EPC Agency as follows:
(i) Laying & placing in proper position of 2 layers 16mm dia bottom main bars @ 3nos. at 1st.layer & 2nos. at 2nd layer tied with 10mm dia 2-Legged stirrups @150mm C/C including binding 10mm dia dist. bars on both sides of vertical faces of girders are completed.
(ii) Rigid and smooth shuttering with 40mm clear cover at bottom and both vertical faces are completed.
(iii) Fixing & placing of 8mm dia B-type mesh bars @ 2 layers at both end points of girder is completed.
(iv)The area is ready and passed by SE KID Bhawanipatna for placing with RCC M35A20 grade on 18.02.2026
21/100
Instream Storage Structure, Nandagaon
• 2. Checked the area before placement of concrete at D/S right flared out wall following activities in presence of PM,EPC agency,Site Engineers of PMC & Site Engineer of EPC Agency.
(i) Shuttering of D/S right flared out wall for body mass concrete from sec.2-2 to sec.4-4 and sec. 5-5 to sec.6-6 for 3rd lift upto RL-235.80m of 9.375m length each is completed.
(ii) Application of 2 coat bitumen paint at CJ's concrete surface is done.
(iii) The concrete surface is cleaned properly through air water jetting and passed by SE, KID Bhawanipatna for placing concrete with PCC M15A20 grade on 18.02.2026
22/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade of 3nos. CC blocks at D/S left Flared out wall i.e 1no. of size 6.0x1.5x0.6m at sec.2-2 for 11th lift and 1no. of size 6.0x1.5x0.6m from sec. 4-4 to sec. 5-5 for 12th lift and 1no. of size 2.0x1.5x0.6m from sec.5-5 to sec.6-6 for 13th lift upto RL-242.40m is in progress in presence of PM EPC agency,Site Engineer of PMC & EPC agency. The slump test value is 76mm on 18.02.2026
23/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade of 3nos. CC blocks at D/S left Flared out wall i.e 1no. of size 6.0x1.5x0.6m at sec.2-2 for 11th lift and 1no. of size 6.0x1.5x0.6m from sec. 4-4 to sec. 5-5 for 12th lift and 1no. of size 2.0x1.5x0.6m from sec.5-5 to sec.6-6 for 13th lift upto RL-242.40m is in progress in presence of PM EPC agency,Site Engineer of PMC & EPC agency. The slump test value is 76mm on 18.02.2026
24/100
Instream Storage Structure, Nandagaon
• 1. The casting of CC blocks at following area has been checked in presence of PM,EPC agency, Site Engineers of PMC & EPC Agency:
(i) 3Nos. CC blocks at D/S left Flared out wall i.e 1no. of size 6.0x1.5x0.6m at sec.2-2 for 11th lift and 1no. of size 6.0x1.5x0.6m from sec. 4-4 to sec. 5-5 for 12th lift and 1no. of size 2.0x1.5x0.6m from sec.5-5 to sec.6-6 for 13th lift of 0.6m hight upto RL-242.40m is completed.
(ii) Filling of inverted filter materials covering with LDPE paper at adjacent to each CC block in earth side are done before placement.
(iii) Application of 2 coat bitumen paint at cj's concrete surface is done.
(iv) Area is ready and passed by SE KID, Bh. Patna to place concrete with PCC M20A20 grade on 18.02.2026
25/100
Instream Storage Structure, Nandagaon
Foundation bolt installation work at 1st Undersluice bay is under progress on 18.02.2026
26/100
Instream Storage Structure, Nandagaon
Trestle assembly welding work under progress on 18.02.2026
27/100
Instream Storage Structure, Nandagaon
Shuttering for RCC deck slab at sapn-8 & 9 is in progress on 18.02.2026
28/100
Instream Storage Structure, Nandagaon
Curing at U/S right flared out wall is in progress on 18.02.2026
29/100
Instream Storage Structure, Nandagaon
Reinforcement binding for cross girder at pier no.8 is in progress on 18.02.2026
30/100
Instream Storage Structure, Nandagaon
Reinforcement binding for abutment cap & Shuttering is in progress at right abutment Block-2 is in progress on 18.02.2026
31/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade of 4nos. CC block at D/S left Flared out wall i.e 1no. of size 5.5x1.5x0.6m from sec.1-1 to sec. 2-2 for 8th lift and 1no. of size 6.0x1.5x0.6m from sec. 2-2 to sec. 4-4 for 11th lift and 1no. of size 6.0x1.5x0.6m from sec.4-4 to sec. 5-5 for 12th lift and 1no. of size 5.0x1.8x0.6m for 13th lift at sec. 6-6 upto RL-242.40m is in progress in presence of PM EPC agency, Site Engineer of PMC & EPC agency. The slum test value is 78mm on 17.02.2026
32/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade of 4nos. CC block at D/S left Flared out wall i.e 1no. of size 5.5x1.5x0.6m from sec.1-1 to sec. 2-2 for 8th lift and 1no. of size 6.0x1.5x0.6m from sec. 2-2 to sec. 4-4 for 11th lift and 1no. of size 6.0x1.5x0.6m from sec.4-4 to sec. 5-5 for 12th lift and 1no. of size 5.0x1.8x0.6m for 13th lift at sec. 6-6 upto RL-242.40m is in progress in presence of PM EPC agency, Site Engineer of PMC & EPC agency. The slum test value is 78mm on 17.02.2026
33/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M15A20 grade at D/S right flared out wall for body mass concrete from sec.4-4 to sec. 5-5 for 2nd lift upto RL-235.20m is in progress in presence of PM EPC agency,Site Engineer of PMC & EPC agency. The slum test value is 82mm on 17.02.2026
34/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M15A20 grade at D/S right flared out wall for body mass concrete from sec.4-4 to sec. 5-5 for 2nd lift upto RL-235.20m is in progress in presence of PM EPC agency,Site Engineer of PMC & EPC agency. The slum test value is 82mm on 17.02.2026
35/100
Instream Storage Structure, Nandagaon
• 3. The casting of CC blocks at following area has been checked in presence of PM,EPC agency,Site Engineers of PMC & EPC Agency:
(i) 4 Nos. CC block at D/S left Flared out wall i.e 1no. of size 5.5x1.5x0.6m from sec.1-1 to sec. 2-2 for 8th lift and 1no. of size 6.0x1.5x0.6m from sec. 2-2 to sec. 4-4 for 11th lift and 1no. of size 6.0x1.5x0.6m from sec.4-4 to sec. 5-5 for 12th lift and 1no. of size 5.0x1.8x0.6m for 13th lift at sec. 6-6 upto RL-242.40m is completed.
(ii) Filling of inverted filter materials covering with LDPE paper at adjacent to each CC block in earth side are done before placement.
(iii) Application of 2 coat bitumen paint at CJ's concrete surface is done.
(iv) Area is ready and passed by SE KID, Bh. Patna to place concrete with PCC M20A20 grade on 17.02.2026
36/100
Instream Storage Structure, Nandagaon
• 2. Checked the area before placement of concrete at D/S right flared out wall following activities in presence of PM,EPC agency,Site Engineers of PMC & Site Engineer of EPC Agency, ISS, Nandagaon:
(i).Shuttering of D/S right flared out wall for body mass concrete from sec.4-4 to sec. 5-5 for 2nd lift upto RL-235.20m of 9.375m length each is completed.
(ii) Application of 2 coat bitumen paint at CJ's concrete surface is done.
(iii).The concrete surface is cleaned properly through air water jetting and passed by SE, KID Bhawanipatna for placing concrete with PCC M15A20 grade on 17.02.2026
37/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade for right abutment wall along with CF walls from double CF wall CJ to D/S EJ for 7th lift upto RL-241.80m is in progress through concrete pump in presence of PM,EPC agency,Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 87mm on 17.02.2026
38/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade for right abutment wall along with CF walls from double CF wall CJ to D/S EJ for 7th lift upto RL-241.80m is in progress through concrete pump in presence of PM,EPC agency,Site Engineers of PMC & Site Engineer of EPC agency. The slump test value is 87mm on 17.02.2026
39/100
Instream Storage Structure, Nandagaon
• 1. Checked the area of right abutment along with CF walls with following activities in presence of PM, EPC agency, Site Engineers of PMC & Site Engineer of EPC agency:-
(i).Checked the reinforcement in binding, tying n spacing of both vertical main & horiz. dist. bars of right abutment along with CF walls from double CF wall CJ to D/S EJ for 7th lift of stilling basin area from RL-240.50m to RL-241.80m completed.
(ii).Rigid n smooth shuttering with 75mm clear cover using cover blocks of 75mm are done
(iii).Placing of expansion joint material along the EJ between D/S right flank wall & abutment wall is done as per approved drawing n design.
(iv).The concrete surface is cleaned properly through air water jet and passed by SE, KID, Bhawanipatna for placing with RCC M25A20 grade on 17.02.2026
40/100
Instream Storage Structure, Nandagaon
Trestle assembly welding work under progress on 17.02.2026
41/100
Instream Storage Structure, Nandagaon
Shuttering for RCC deck slab at sapn-8 is in progress on 17.02.2026
42/100
Instream Storage Structure, Nandagaon
Shuttering for CC blocks at D/S left flared out wall, Block-1 is in progress on 17.02.2026
43/100
Instream Storage Structure, Nandagaon
Reinforcement binding for cross girder at pier no.8 is in progress on 17.02.2026
44/100
Instream Storage Structure, Nandagaon
Reinforcement binding & shuttering at right abutment, Block-2 is in progress 17.02.2026
45/100
UGPL, Right Lower Suktel Canal Division
Excavation work is in progress for fixing of Air valve Tee with 140mm Dia HDPE pipe in between junction J-3230 & J-3271 at Belbahali.
46/100
UGPL, Right Lower Suktel Canal Division
Butterfly Valve and Butterfly valve Chamber verification work is in progress for 225mm Dia HDPE Pipe from J-5007 to J-5177 at village Gandabahal.
47/100
UGPL, Right Lower Suktel Canal Division
OCS chamber piping work is in progress of OCS No-0213108-C10A at village Jamgoan in presence of PMC team and EPC personnel.
48/100
UGPL, Right Lower Suktel Canal Division
Excavation work is in progress for laying of 280mm Dia HDPE pipe from J-2557 to J-2564 at Balangir.
49/100
UGPL, Right Lower Suktel Canal Division
Fire fighting system pipe welding work is in progress at Pump House.
50/100
UGPL, Left Lower Suktel Canal Division
Internal Approach road block concrete pouring work is in progress at Pump House In presence of PMC team.
51/100
UGPL, Left Lower Suktel Canal Division
Slump testing work is in progress for internal approach road block casting at Pump House in presence of DoWR JE, PMC team and MEIL staff.
52/100
UGPL, Left Lower Suktel Canal Division
HDD machine road pushing work is in progress of 90mm Dia HDPE pipe line LO-291A to Z-7150, LM-15 near village -Singhanimunda.
53/100
UGPL, Left Lower Suktel Canal Division
Internal Approach road block shuttering board fixing work is in progress of Pump House area visited by CME (PSS) with PMC team.
54/100
Instream Storage Structure Across Mahanadi at Choudhrygada and across Paika at Tikhiri
Barrage bay concreting is in progress- 19.02.2026
55/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Shuttering of Double pier is under Progress.
56/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Shuttering & curing of Divide wall is under Progress.
57/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Testing of Compressive M25A20 (Strength is 21.00/mm2 for 07 days) of RHS Raft has done in presence of Client & PSS team.
58/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Shuttering of RHS Divide wall, 1st lift is under Progress.
59/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
De-Shuttering of RHS Barrage bay U/S & D/S sill beam slope portion is under Progress.
60/100
Instream Storage Structure, Jharbeda
Binding of reinforcement for Pier No-8, 1st lift is under progress.
61/100
Instream Storage Structure, Jharbeda
Cleaning of D/S Cut-off area is under Progress.
62/100
Instream Storage Structure, Jharbeda
Excavation of RHS Divide wall (D2) is under Progress.
63/100
Instream Storage Structure, Jharbeda
Shuttering of End sill, 2nd lift Layer is under progress.
64/100
Instream Storage Structure, Jharbeda
Shuttering of Pier No-6, 6th lift is under progress.
65/100
Instream Storage Structure, Jharbeda
Curing of End sill is under Progress.
66/100
Instream Storage Structure, Jharbeda
Laying of D/S CC Blocks work is under Progress.
67/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 85 mm) of Pier No-6, 6th lift done in presence of Client & PSS Team.
68/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-6, 6th lift is under progress in presence of Client & PSS Team.
69/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 80 mm) of Pier No-14, 11th lift at Block No-3 done in presence of Client & PSS Team.
70/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-14, 11th lift at Block No-3 is under progress in presence of Client & PSS Team.
71/100
Instream Storage Structure, Hamirpur
Slump testing M15A40 (Value 40 mm) of U/S Flared out wall, 8th lift at Block No-5 done in presence of Client & PSS Team.
72/100
Instream Storage Structure, Hamirpur
Concreting M15A40 of U/S Flared out wall, 8th lift at Block No-5 is under progress in presence of Client & PSS Team.
73/100
Instream Storage Structure, Hamirpur
2nd stage embedded parts erection work is in progress at (Bay No-20).
74/100
Instream Storage Structure, Hamirpur
Testing of Compressive M35A20 (Strength is 37.78/mm2 for 07 days) of (Bay No-28 &29) and M25A20 (Strength is 21.48/mm2 for 07 days) of Pier No-9, 15th lift with pier Cap and M15A40 (Strength is 13.48/mm2 for 07 days) of D/S Toe wall, 3rd lift has done in presence of Client & PSS team.
75/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Deck slab (Bay No-27, 26 & 25) is under progress.
76/100
Instream Storage Structure, Hamirpur
Shuttering & Binding of reinforcement for Pier No-12, 14th lift at Block No-2 is under progress.
77/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-15, 6th lift at Block No-3 is under progress.
78/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-16, 5th lift is under progress.
79/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-20, 14th lift is under progress.
80/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-30, 8th lift at Block No-5 is under progress.
81/100
Instream Storage Structure, Hamirpur
Shuttering of U/S Flared out wall, 8th lift at Block No-5 is under progress.
82/100
Instream Storage Structure, Khalpal
Slump testing M25A20 (Value 85 mm) of LHS Counterfort with Abutment wall, 1st lift done in presence of Client & PSS Team.
83/100
Instream Storage Structure, Khalpal
Concreting M25A20 of LHS Counterfort with Abutment wall, 1st lift is under progress in presence of Client & PSS Team.
84/100
Instream Storage Structure, Khalpal
Slump testing M25A20 (Value 85 mm) of Pier No-27, 1st lift done in presence of Client & PSS Team.
85/100
Instream Storage Structure, Khalpal
Concreting M25A20 of Pier No-27, 1st lift is under progress in presence of Client & PSS Team.
86/100
Instream Storage Structure, Khalpal
Shuttering of LHS Pier No-27, 1st lift is under progress in presence of Client & PSS Team.
87/100
Instream Storage Structure, Khalpal
Shuttering of Divide wall, 1st lift is under progress in presence of Client & PSS Team.
88/100
UGPL, Right Lower Suktel Canal Division
OCS chamber above GL work is in progress of OCS No:- 0213128-C37A at village bhaler in presence of PMC team.
89/100
UGPL, Right Lower Suktel Canal Division
OCS chamber door fixing and finishing work is in progress OCS No:-0213108-C10A at village Jamgoan in presence of PMC team and L&T staff.
90/100
UGPL, Right Lower Suktel Canal Division
Internal drain plastering work in progress at Pump House.
91/100
UGPL, Right Lower Suktel Canal Division
Back filling work is in progress at primary filtration unit area of Pump House.
92/100
UGPL, Right Lower Suktel Canal Division
Fire fighting system pipe welding work is in progress at Pump House.
93/100
UGPL, Left Lower Suktel Canal Division
Gap closing work is in progress of 450mm Dia DI pipeline from node J-622 to J-366, LM-17 near village Birkel in presence of PMC team.
94/100
UGPL, Left Lower Suktel Canal Division
HDD machine road pushing work is in progress of 75mm Dia HDPE pipe line LO-291B to Z-7272, LM-15 near village -Singhanimunda.
95/100
Instream Storage Structure Across Mahanadi at Choudhrygada and across Paika at Tikhiri
PMC team- Chandikhole visited the ISS- Chaudhurygada today. The team inspected the reinforcement details and shuttering for Barrage bay raft (M30-A20)-18.02.2026
96/100
Integrated Barrage across river Kochila and across river Baitarini
AEE of Akhuapada irrigation Division visited the site today . PMC team and representatives of Agency were present at site-18.02.2026
97/100
UGPL, Left Lower Suktel Canal Division
valve fixing work is in progress at HDPE pipeline of OMS point LO 317A, LM-16 near village Sargad in presence of PMC team.
98/100
Instream Storage Structure Across Mahanadi at Choudhrygada and across Paika at Tikhiri
SE- Kendrapara Irrigation Division including GM, SM, JE of OCC and SDO, AE, JE of QC&QA-Chandikhole visited the site today. PMC and representatives of Agency were present at site during the visit- 17.02.2026
99/100
UGPL, Left Lower Suktel Canal Division
Internal Approach road block concrete pouring work is in progress at Pump House In presence of PMC team.
100/100
Instream Storage Structure Across Mahanadi at Choudhrygada and across Paika at Tikhiri
SE- Kendrapara Irrigation Division including GM, SM, JE of OCC and SDO, AE, JE of QC&QA-Chandikhole visited the site today. PMC and representatives of Agency were present at site during the visit- 17.02.2026
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