GOVERNMENT OF ODISHA

DEPARTMENT OF WATER RESOURCES

PMIS for ISS/MMIPs/UGPL Projects

Total No of Schemes – 53 nos ( ISS-46, MMIPs-6, UGPL-1 )
1/100
Barrage across river Turi & Guntat
Site Visit of Chief Engineer along with Additional Chief Engineer, Superintending Engineer Nabarangapur and other staffs to Turi -Guntat Irrigation Project on 28th July.
2/100
Barrage across river Turi & Guntat
Site Visit of Chief Engineer along with Additional Chief Engineer, Superintending Engineer Nabarangapur and other staffs to Turi -Guntat Irrigation Project on 28th July.
3/100
Barrage across river Turi & Guntat
Site Visit of Chief Engineer along with Additional Chief Engineer, Superintending Engineer Nabarangapur and other staffs to Turi -Guntat Irrigation Project on 28th July.
4/100
Instream Storage Structure, Gudvella
• Today SE Madam, SDO and JE from the Quality Assurance Division, Balangir visited the ISS Gudvella. During the inspection the departmental JE, PMC site engineers and the contractor's engineer were present. The following quality inspections were carried out: 1. The team inspected the overall quality aspects of the project. A slump test was conducted in the field for the deck slab wearing coat concrete and the slump value was found to be 60 mm which is within the satisfactory range. 2. The thickness of the GSB layer was checked and found to be as per the approved design. 3. A NDT was conducted on the building slab and columns and the average compressive strength was found to be 37.83 N/mm² against the M25A20 RCC grade which is satisfactory. 4. Another NDT was conducted on the upstream flared out wall at A1 and the compressive strength was found to be 26 N/mm² against the M20A20 PCC grade which is satisfactory on 24.07.2026
5/100
Instream Storage Structure, Gudvella
• Today SE Madam, SDO and JE from the Quality Assurance Division, Balangir visited the ISS Gudvella. During the inspection the departmental JE, PMC site engineers and the contractor's engineer were present. The following quality inspections were carried out: 1. The team inspected the overall quality aspects of the project. A slump test was conducted in the field for the deck slab wearing coat concrete and the slump value was found to be 60 mm which is within the satisfactory range. 2. The thickness of the GSB layer was checked and found to be as per the approved design. 3. A NDT was conducted on the building slab and columns and the average compressive strength was found to be 37.83 N/mm² against the M25A20 RCC grade which is satisfactory. 4. Another NDT was conducted on the upstream flared out wall at A1 and the compressive strength was found to be 26 N/mm² against the M20A20 PCC grade which is satisfactory on 24.07.2026
6/100
Instream Storage Structure, Gudvella
Finishing work (M25A20 PCC grade) at wearing coat of deck slab is under progress in the presence of Dept JE , site engineer of PMC and agency at site. The slump test value is 60mm on 24.07.2026
7/100
Instream Storage Structure, Gudvella
Finishing work (M25A20 PCC grade) at wearing coat of deck slab is under progress in the presence of Dept JE , site engineer of PMC and agency at site. The slump test value is 60mm on 24.07.2026
8/100
Instream Storage Structure, Gudvella
Curing of wearing coat at deck slab is under progress at site on 24.07.2026
9/100
Instream Storage Structure, Gudvella
Cast of concrete PCC M25A20 grade for wearing coat at deck slab is under progress in the presence of Dept JE, site engineers of PMC & agency at site The slump test value is 62mm on 23.07.2026
10/100
Instream Storage Structure, Gudvella
Cast of concrete PCC M25A20 grade for wearing coat at deck slab is under progress in the presence of Dept JE, site engineers of PMC & agency at site The slump test value is 62mm on 23.07.2026
11/100
Instream Storage Structure, Gudvella
D/S side view of ISS Gudvella on 23.07.2026
12/100
Instream Storage Structure, Gudvella
U/S side view of ISS Gudvella on 23.07.2026
13/100
Instream Storage Structure, Gudvella
Cast of concrete PCC M25A20 grade for wearing coat at span -10 is underprogress in the presence of Dept JE, site engineers of PMC n agency at site. The slump test value is 61mm on 22.07.2026
14/100
Instream Storage Structure, Gudvella
Cast of concrete PCC M25A20 grade for wearing coat at span -10 is underprogress in the presence of Dept JE, site engineers of PMC n agency at site. The slump test value is 61mm on 22.07.2026
15/100
Instream Storage Structure, Gudvella
• Today the Superintending Engineer, Electrical Division, Balangir, visited the ISS Gudvella project site. During the inspection, the Department JE, PMC Site Engineer and Agency Engineer were present. 1. He inspected the electrical installations, including the power cables, panel boards, control room, transformer and DG set. He expressed satisfaction with the quality and progress of the work. The inspection report will be submitted shortly. Also instructed to agency 8 numbers of earthing provided for gate. 2. Regarding the DG set, the Superintending Engineer clarified that a separate inspection report is not required for the installed DG set. Inspection reports are mandatory only for DG sets having a capacity of 500 kVA and above on 22.07.2026
16/100
Instream Storage Structure, Gudvella
• Today the Superintending Engineer, Electrical Division, Balangir, visited the ISS Gudvella project site. During the inspection, the Department JE, PMC Site Engineer and Agency Engineer were present. 1. He inspected the electrical installations, including the power cables, panel boards, control room, transformer and DG set. He expressed satisfaction with the quality and progress of the work. The inspection report will be submitted shortly. Also instructed to agency 8 numbers of earthing provided for gate. 2. Regarding the DG set, the Superintending Engineer clarified that a separate inspection report is not required for the installed DG set. Inspection reports are mandatory only for DG sets having a capacity of 500 kVA and above on 22.07.2026
17/100
Instream Storage Structure, Gudvella
Installation work of the shutter plate at the building area is under progress on 22.07.2026
18/100
Instream Storage Structure, Gudvella
Erection of stoplog gate is under progress at site on 22.07.2026
19/100
Instream Storage Structure, Gudvella
Welding work of expansion plate for deck slab is under progress at site on 22.07.2026
20/100
Instream Storage Structure, Gudvella
D/S side view of ISS Gudvella on 22.07.2026
21/100
Instream Storage Structure, Gudvella
U/S side view of ISS Gudvella on 22.07.2026
22/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade of 8nos. Post at deck slab no. 4 right side is in progress in presence of PM EPC agency,Site Engineers of PMC & EPC agency. The slump test value is 84mm on 24.07.2026
23/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade of 8nos. Post at deck slab no. 4 right side is in progress in presence of PM EPC agency,Site Engineers of PMC & EPC agency. The slump test value is 84mm on 24.07.2026
24/100
Instream Storage Structure, Nandagaon
Under sluice gate no 14 erection work is under progress on 24.07.2026
25/100
Instream Storage Structure, Nandagaon
Column, monorail girder erection work is under progress on 24.07.2026
26/100
Instream Storage Structure, Nandagaon
Hoist bridge on gate no 13 erection work is completed on 24.07.2026
27/100
Instream Storage Structure, Nandagaon
Stone pitching work at U/S right embankment is in progress on 24.07.2026
28/100
Instream Storage Structure, Nandagaon
De-Shuttering & Shuttering for CC block at U/S left flared out wall on 24.07.2026
29/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade of 8nos. Post at deck slab no. 3 left side is in progress in presence of PM EPC agency,Site Engineers of PMC & EPC agency. The slump test value is 85mm on 23.07.2026
30/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade of 8nos. Post at deck slab no. 3 left side is in progress in presence of PM EPC agency,Site Engineers of PMC & EPC agency. The slump test value is 85mm on 23.07.2026
31/100
Instream Storage Structure, Nandagaon
Hoist bridge on gate no 13 erection work is under progress on 23.07.2026
32/100
Instream Storage Structure, Nandagaon
Stiffener erection work under progress on gate no 11,12 & 13 on 23.07.2026
33/100
Instream Storage Structure, Nandagaon
Column erection work is under progress on 23.07.2026
34/100
Instream Storage Structure, Nandagaon
Monorail walkway fixing work is under progress on 23.07.2026
35/100
Instream Storage Structure, Nandagaon
Stone pitching work at U/S right embankment is in progress on 23.07.2026
36/100
Instream Storage Structure, Nandagaon
Fixing & fitting of precast railing and shuttering for post is in progress at deck slab no. 3 on 23.07.2026
37/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade of 8nos. Post at deck slab no. 3 right side is in progress in presence of PM EPC agency,Site Engineers of PMC & EPC agency. The slump test value is 85mm on 22.07.2026
38/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade of 8nos. Post at deck slab no. 3 right side is in progress in presence of PM EPC agency,Site Engineers of PMC & EPC agency. The slump test value is 85mm on 22.07.2026
39/100
Instream Storage Structure, Nandagaon
Monorail walkway railing work under progress on 22.07.2026
40/100
Instream Storage Structure, Nandagaon
Column erection work is under progress on 22.07.2026
41/100
Instream Storage Structure, Nandagaon
Under sluice gate no 13 erection work is under progress on 22.07.2026
42/100
Instream Storage Structure, Nandagaon
During the visit of SDO, DTL, CME, QC Exp & HME seen that from right side gate no.3 &2(under sluice), hoist bridge no. 2,3,4 & monorail girder no.2,3 & 4 has been erected without sand blasting priming and painting. HME instructed to the site engineering of agency before erection of the mechanical components fast sand blasting priming & painting complete on 22.07.2026
43/100
Instream Storage Structure, Nandagaon
Stone pitching work at U/S right embankment is in progress on 22.07.2026
44/100
Instream Storage Structure, Nandagaon
Fixing & fitting of precast railing and shuttering for post is in progress at deck slab no. 3 on 22.07.2026
45/100
Instream Storage Structure, Gudvella
Welding work of expansion plate for deck slab is under progress at site on 21.07.2026
46/100
Instream Storage Structure, Gudvella
Clearance of loss material is under progress at deck slab for wearing coat on 21.07.2026
47/100
Instream Storage Structure, Gudvella
No work is going on at site due to heavy rain fall on 21.07.2026
48/100
Instream Storage Structure, Gudvella
Grinding and finishing work is under progress at stoplog area at site on 20.07.2026
49/100
Instream Storage Structure, Gudvella
D/S side view of ISS Gudvella on 20.07.2026
50/100
Instream Storage Structure, Gudvella
U/S side view of ISS Gudvella on 20.07.2026
51/100
Instream Storage Structure, Gudvella
Grinding and finishing work is under progress at stoplog area at site on 19.07.2026
52/100
Instream Storage Structure, Gudvella
U/S side view of ISS Gudvella on 19.07.2026
53/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade for 14nos. Precast RCC railing is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency.The slump test value is 82mm on 21.07.2026
54/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade for 14nos. Precast RCC railing is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency.The slump test value is 82mm on 21.07.2026
55/100
Instream Storage Structure, Nandagaon
Stiffener erection work under progress on gate no 11 on 21.07.2026
56/100
Instream Storage Structure, Nandagaon
Reinforcement binding & Shuttering for precast railing is in progress on 21.07.2026
57/100
Instream Storage Structure, Nandagaon
8 numbers monorail girder erection work completed on 21.07.2026
58/100
Instream Storage Structure, Nandagaon
Stone pitching work at U/S right embankment in progress on 21.07.2026
59/100
Instream Storage Structure, Nandagaon
Hoist bridge and column erection work under progress on 21.07.2026
60/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade for 12nos. Precast RCC railing is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 83mm on 20.07.2026
61/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade for 12nos. Precast RCC railing is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 83mm on 20.07.2026
62/100
Instream Storage Structure, Nandagaon
Monorail walkway alignment and railing fixing work is under progress on 20.07.2026
63/100
Instream Storage Structure, Nandagaon
Stone pitching work at U/S right embankment in progress on 20.07.2026
64/100
Instream Storage Structure, Nandagaon
River flood water passing through total 13 bays of ISS on 20.07.2026
65/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade of 8nos. Post at deck slab no. 2 left side is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 84mm on 19.07.2026
66/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade of 8nos. Post at deck slab no. 2 left side is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 84mm on 19.07.2026
67/100
Instream Storage Structure, Nandagaon
• 1.The area of placing concrete for 8nos. post of RCC deck slab no.2 left side have been checked before placement in presence of PM of EPC Agency, Site Engineers of PMC & EPC Agency as follows: (i).The reinforcement in binding,placing and tying of 8nos. post of deck slab and fixing & fitting of 14nos. precast railing are found completed (ii).Rigid & smooth shuttering with 50mm clear cover are done. (iii).The area is cleaned and passed by SE, KID, Bhawanipatna for placing with RCC M35A20 grade on 19.07.2026
68/100
Instream Storage Structure, Hamirpur
Testing of Compressive M25A20 (Strength is 30.99/mm2 for 28 days) of Flank wall Raft has done in presence of Client & PSS team.
69/100
Instream Storage Structure, Hamirpur
Present flow condition of river at Hamirpur site water level RL 179.810m.
70/100
Instream Storage Structure, Khalpal
No activities at Site due to rain level RL 25.6 mm.
71/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Present status of river Samakoi at Santeibhanja site.
72/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Present status of river Samakoi at Telkoi site.
73/100
Barrage across river Turi & Guntat
Guntat barrage status.
74/100
Instream Storage Structure, Hamirpur
Slump testing M15A40 (Value 45 mm) of U/S Flared out wall, 12th lift at Block No-5 done in presence of Client & PSS Team.
75/100
Instream Storage Structure, Hamirpur
Concreting M15A40 of U/S Flared out wall, 12th lift at Block No-5 is under progress in presence of Client & PSS Team.
76/100
Instream Storage Structure, Hamirpur
Testing of Compressive M25A20 (Strength is 31.06/mm2 for 28 days) of Pier No-02, 11th lift and M35A20 (Strength is 42.23/mm2 for 28 days) of Gantry Girder No-41 has done in presence of Client & PSS team.
77/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for U/S Flank wall, 11th lift at Block No-5 is under progress.
78/100
Instream Storage Structure, Hamirpur
Slump testing M35A20 (Value 80 mm) of Gantry Girder No-50 done in presence of Client & PSS Team.
79/100
Instream Storage Structure, Hamirpur
Concreting M35A20 of Gantry Girder No-50 is under progress in presence of Client & PSS Team.
80/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Gantry Girder is under progress.
81/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for D/S Flank wall, 5th lift at Block No-5 is under progress.
82/100
Instream Storage Structure, Hamirpur
Column/Trestle No-17 bracing welding work is in progress.
83/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Present status of river Samakoi at Santeibhanja site.
84/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Present status of river Samakoi at Telkoi site.
85/100
Instream Storage Structure, Khalpal
Testing of Compressive M25A20 (Strength is 33.96/mm2 for 28 days) of Pier No-17 (Starter) has done in presence of Client & PSS team.
86/100
Instream Storage Structure, Khalpal
Present flow condition of river at Khalpal site water level RL 57.8 m.
87/100
Instream Storage Structure, Gudvella
• Today SDO and AE visited ISS Gudvella. During the visit, the Department JE, PMC Site Engineer and Agency Engineers were present. 1. The overall site conditions were inspected and the agency was instructed to expedite the erection of the stoplog gate and check the rubber seal properly. 2. The agency was also instructed to complete the remaining building finishing works and approach road works immediately on 18.07.2026
88/100
Instream Storage Structure, Gudvella
• Today the Hydro Mechanical Expert from PMC visited ISS Gudvella. During his visit, the Department JE, PMC Site Engineers and Agency Engineers were present. 1. The HM Expert reviewed all mechanical works and instructed the agency to complete all remaining finishing works at the earliest and to complete electric inspection work also earlier on 18.07.2026
89/100
Instream Storage Structure, Gudvella
Grinding and finishing work is under progress at stoplog gate at site on 18.07.2026
90/100
Instream Storage Structure, Gudvella
U/S side view of ISS Gudvella on 18.07.2026
91/100
Instream Storage Structure, Gudvella
Grinding work at stoplog groove is under progress at site on 17.07.2026
92/100
Instream Storage Structure, Gudvella
• Due to continuous rainfall, the water level of the Roul River near ISS Gudvella has gradually increased and at present approximately 1.4 m of water is flowing above the crest level. Due to continuous rainfall, all construction activities at the site have been temporarily suspended on 17.07.2026
93/100
Instream Storage Structure, Gudvella
• Due to continuous rainfall, the water level of the Roul River near ISS Gudvella has gradually increased and at present approximately 1.4 m of water is flowing above the crest level. Due to continuous rainfall, all construction activities at the site have been temporarily suspended on 17.07.2026
94/100
Instream Storage Structure, Nandagaon
Monorail girder erection work under progress on 18.07.2026
95/100
Instream Storage Structure, Nandagaon
Hoist bridge, trestle and stiffener erection work under progress on gate no 11 on 18.07.2026
96/100
Instream Storage Structure, Nandagaon
Stone pitching work at U/S right embankment is in progress on 18.07.2026
97/100
Instream Storage Structure, Nandagaon
River flood water passing through total 9 bays of ISS on 18.07.2026
98/100
Instream Storage Structure, Nandagaon
Erection work has been stopped due crane issue on 17.07.2026
99/100
Instream Storage Structure, Nandagaon
Reinforcement binding & Shuttering for precast railing is in progress on 17.07.2026
100/100
Instream Storage Structure, Nandagaon
River flood water passing through total 14nos. bays of ISS on 17.07.2026

Enter Login Details

Forgot Password ?