1/100
Instream Storage Structure, Gudvella
• Today Additional Chief Engineer (QC), Sambalpur, SE (QC), Balangir and SE, Balangir Irrigation Division along with other official staffs visited the site.
01. The site conditions were inspected and NDT test was conducted at the site. The test result was 30 N/mm², satisfactory on 12.03.2026
2/100
Instream Storage Structure, Gudvella
• Today Additional Chief Engineer (QC), Sambalpur, SE (QC), Balangir and SE, Balangir Irrigation Division along with other official staffs visited the site.
01. The site conditions were inspected and NDT test was conducted at the site. The test result was 30 N/mm², satisfactory on 12.03.2026
3/100
Instream Storage Structure, Gudvella
Painting work has started at the site on 12.03.2026
4/100
Instream Storage Structure, Gudvella
Measured the dimensions of foundation bolts alignment as per approved drawing from A1 to P8 on 12.03.2026
5/100
Instream Storage Structure, Gudvella
Measured the dimensions of foundation bolts alignment as per approved drawing from A1 to P8 on 12.03.2026
6/100
Instream Storage Structure, Gudvella
Visited IE Expert, QC Expert at ISS Gudvella site . Dept JE , Site engineers of PMC n agency were present.
1. Test for 28 days compressive strength of concrete cube PCC M20A20 grade conducted and result found 28.96 N/mm2 on 12.03.2026
7/100
Instream Storage Structure, Gudvella
Visited IE Expert, QC Expert at ISS Gudvella site . Dept JE , Site engineers of PMC n agency were present.
1. Test for 28 days compressive strength of concrete cube PCC M20A20 grade conducted and result found 28.96 N/mm2 on 12.03.2026
8/100
Instream Storage Structure, Gudvella
• Visited the site with qc expert. All the site engineers and Deptt je and agency people are present.
Status:
1.The flow of water is diverted to A2 side and cleaning of seal beam is started in between A1to P1.
2. Centering for u/s curtain wall in top lift is in progress and it will be completed today only.
3. ?Almost all the concreting work at A2 is completed except 3 lifts in wing wall in d/s side. Suggested to engage labourer for early completion.
4. ?Suggested to complete all the balance cc blocks in u/s & d/s side. Now placing of 920 nos completed out of 1280 nos. Suggested to cast all balance cc blocks and placed within 10 days.
Further suggested to submit design of afflux bund and road on 12.03.2026
9/100
Instream Storage Structure, Gudvella
• Visited the site with qc expert. All the site engineers and Deptt je and agency people are present.
Status:
1.The flow of water is diverted to A2 side and cleaning of seal beam is started in between A1to P1.
2. Centering for u/s curtain wall in top lift is in progress and it will be completed today only.
3. ?Almost all the concreting work at A2 is completed except 3 lifts in wing wall in d/s side. Suggested to engage labourer for early completion.
4. ?Suggested to complete all the balance cc blocks in u/s & d/s side. Now placing of 920 nos completed out of 1280 nos. Suggested to cast all balance cc blocks and placed within 10 days.
Further suggested to submit design of afflux bund and road on 12.03.2026
10/100
Instream Storage Structure, Gudvella
Hoist bridge paint work under progress on 12.03.2026
11/100
Instream Storage Structure, Gudvella
Hoist bridge paint work under progress on 12.03.2026
12/100
Instream Storage Structure, Gudvella
Shuttering work for CC block is under progress on 12.03.2026
13/100
Instream Storage Structure, Gudvella
Final alignment (block out area) work at P4 & P5 is under progress on 12.03.2026
14/100
Instream Storage Structure, Gudvella
Final alignment (block out area) work at P4 & P5 is under progress on 12.03.2026
15/100
Instream Storage Structure, Gudvella
Brick work at control room building is under progress on 12.03.2026
16/100
Instream Storage Structure, Gudvella
Shuttering work at u/s curtain wall from P2 to P8 is under progress on 12.03.2026
17/100
Instream Storage Structure, Gudvella
Shuttering work at block out area of Pier is in progress on 12.03.2026
18/100
Instream Storage Structure, Gudvella
Cast of concrete 2nd lift PCC M20A20 grade at u/s curtain wall from P2 to P8 with RL 147.70m to 148.20m is under progress in the presence of Dept JE, site engineer of PMC and agency. The slump test value is found 75mm on 11.03.2026
19/100
Instream Storage Structure, Gudvella
Cast of concrete 2nd lift PCC M20A20 grade at u/s curtain wall from P2 to P8 with RL 147.70m to 148.20m is under progress in the presence of Dept JE, site engineer of PMC and agency. The slump test value is found 75mm on 11.03.2026
20/100
Instream Storage Structure, Gudvella
Roller fit up work at barrage gate is under progress on 11.03.2026
21/100
Instream Storage Structure, Gudvella
Roller fit up work at barrage gate is under progress on 11.03.2026
22/100
Instream Storage Structure, Gudvella
Final alignment (block out area) work at P4 & P5 is under progress on 11.03.2026
23/100
Instream Storage Structure, Gudvella
Final alignment (block out area) work at P4 & P5 is under progress on 11.03.2026
24/100
Instream Storage Structure, Gudvella
Brick work at building area is under progress on 11.03.2026
25/100
Instream Storage Structure, Gudvella
Shuttering work at u/s curtain wall from P2 to P8 is under progress on 11.03.2026
26/100
Instream Storage Structure, Gudvella
Shuttering work for CC Block at site is in progress on 11.03.2026
27/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M15A20 grade at D/S right flared out wall for body mass concrete from sec.-1-1 to sec. 2-2 for 8th lift upto RL-238.80m is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 82mm on 12.03.2026
28/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M15A20 grade at D/S right flared out wall for body mass concrete from sec.-1-1 to sec. 2-2 for 8th lift upto RL-238.80m is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 82mm on 12.03.2026
29/100
Instream Storage Structure, Nandagaon
• 2.Checked the area before placement of concrete at D/S right flared out wall with following activities in presence of PM of EPC Agency,Site Engineers of PMC & EPC Agency:
(i) Rigid n smooth shuttering for mass concrete with PCC M15A20 grade for 8th lift of 0.6m ht. from RL- 238.20m to RL-238.80m of Sec-1-1 to Sec-2-2 are found completed.
(ii)Fixing of 150mm dia. SW pipe 2000mm C/C
(iii) Application of 2 coat bitumen paint at CJ's concrete surface is done.
(iv) The concrete surface is cleaned properly through air water jetting and passed by SE, KID Bhawanipatna for placing concrete with PCC M15A20 grade on 12.03.2026
30/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade for RCC deck slab at span-14bis in progress through concrete pump in presence of DTL Tel basin Bhawanipatna and all PMC staff,SDO and PM &Site Engineer EPC agency. The slump test value is 90mm on 12.03.2026
31/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade for RCC deck slab at span-14bis in progress through concrete pump in presence of DTL Tel basin Bhawanipatna and all PMC staff,SDO and PM &Site Engineer EPC agency. The slump test value is 90mm on 12.03.2026
32/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade for RCC deck slab at span-14bis in progress through concrete pump in presence of DTL Tel basin Bhawanipatna and all PMC staff,SDO and PM &Site Engineer EPC agency. The slump test value is 90mm on 12.03.2026
33/100
Instream Storage Structure, Nandagaon
• (i) Checking the spacing of bottom & top main bar and found 150mm c/c.
(ii)Checking the spacing of top & bottom distribution bar of RCC deck slab and found 200mm c/c.
(iii) Checked & measured the spacing of 8mm 2-legged strriups of kerb and found 200mm c/c.
iv) Checked the spacing of column and found correct as per specifications on 12.03.2026
34/100
Instream Storage Structure, Nandagaon
• (i) Checking the spacing of bottom & top main bar and found 150mm c/c.
(ii)Checking the spacing of top & bottom distribution bar of RCC deck slab and found 200mm c/c.
(iii) Checked & measured the spacing of 8mm 2-legged strriups of kerb and found 200mm c/c.
iv) Checked the spacing of column and found correct as per specifications on 12.03.2026
35/100
Instream Storage Structure, Nandagaon
• (i) Checking the spacing of bottom & top main bar and found 150mm c/c.
(ii)Checking the spacing of top & bottom distribution bar of RCC deck slab and found 200mm c/c.
(iii) Checked & measured the spacing of 8mm 2-legged strriups of kerb and found 200mm c/c.
iv) Checked the spacing of column and found correct as per specifications on 12.03.2026
36/100
Instream Storage Structure, Nandagaon
• (i) Checking the spacing of bottom & top main bar and found 150mm c/c.
(ii)Checking the spacing of top & bottom distribution bar of RCC deck slab and found 200mm c/c.
(iii) Checked & measured the spacing of 8mm 2-legged strriups of kerb and found 200mm c/c.
iv) Checked the spacing of column and found correct as per specifications on 12.03.2026
37/100
Instream Storage Structure, Nandagaon
• 1). Site visit of ISS Nandagaon by DTL,Tel basin Bhawanipatna, CME,QAC,Expert, SHEE, Sr. Site Engineer of PMC and SDO ISS Nandgaon in presence of PM,EPC agency,Site Engineers of PMC and site Engineer of EPC Agency, ISS Nandagaon. Found the area in binding, placing of reinforcements works including shuttering at RCC Deck slab of span-13 at undersluice bay-3 of block-2 are completed as follows :
(i)Binding of main n dist. bars at both bottom & top layers including binding of 8mm dia 2-legged stirrups for kerb at both sides of slab and fixing of rail posts bars & 100mm dia MS pipes for drainage system are completed.
(ii) Binding & placing of bentup/ hunch bar of 12mm dia 200 C/C at both side of cantilever portions are completed.
(iii)Placing of clear cover 40mm at bottom and both sides using cover blocks are done.
(iv) Rigid and Smooth shuttering & maintaining 40mm gap along the expansion joints are done by fixing of MS angles.
(v) Area is cleaned using air water pressure and passed by SE, KID, Bhawanipatna and ready to place concrete with RCC M35A20 grade upto RL-247.00m on 12.03.2026
38/100
Instream Storage Structure, Nandagaon
Gate no 11 both barrage bay gate and stoplog gate sil beam all measurement checked as per approved drawings, spirit level, water level checked. Hence ready for concrete on 12.03.2026
39/100
Instream Storage Structure, Nandagaon
Gate no 11 both barrage bay gate and stoplog gate sil beam all measurement checked as per approved drawings, spirit level, water level checked. Hence ready for concrete on 12.03.2026
40/100
Instream Storage Structure, Nandagaon
Foundation bolts installation work at Pier No-08 is under progress on 12.03.2026
41/100
Instream Storage Structure, Nandagaon
Chequer plate fitup on Monorail walkway under progress on 12.03.2026
42/100
Instream Storage Structure, Nandagaon
Monorail walkway MIG welding under progress on 12.03.2026
43/100
Instream Storage Structure, Nandagaon
Curing at RCC deck slab is under progress on 12.03.2026
44/100
Instream Storage Structure, Nandagaon
De-Shuttering & Shuttering at D/S right flared out wall Block-2 is under progress on 12.03.2026
45/100
Instream Storage Structure, Nandagaon
Reinforcement binding & Shuttering is in progress at left abutment on 12.03.2026
46/100
Instream Storage Structure, Nandagaon
Reinforcement binding & Shuttering for RCC deck slab at span-14 is in progress on 12.03.2026
47/100
Instream Storage Structure, Nandagaon
3.Conducted 2sets (6nos). Cube Tests for 28 days compressive strength of RCC M25A20 grade and found the values 31.55N/mm² & 32.15N/mm²(Avg) on 11.03.2026
48/100
Instream Storage Structure, Nandagaon
3.Conducted 2sets (6nos). Cube Tests for 28 days compressive strength of RCC M25A20 grade and found the values 31.55N/mm² & 32.15N/mm²(Avg) on 11.03.2026
49/100
Instream Storage Structure, Nandagaon
3.Conducted 2sets (6nos). Cube Tests for 28 days compressive strength of RCC M25A20 grade and found the values 31.55N/mm² & 32.15N/mm²(Avg) on 11.03.2026
50/100
Instream Storage Structure, Nandagaon
2.Laying & placing in proper position and binding n tying of bottom main & distribution bar is in progress for RCC deck slab at Span -14 on 11.03.2026
51/100
Instream Storage Structure, Nandagaon
• Girder of double Pier Reinforcements:-
(i)Checking the spacing of 10mm- 4 legged stirrups at both end diaphragms of girder and found 150mm c/c.
(ii)Checking the length of the precast RCC main girder and found 1.625m including clear cover 40mm at both side.
iii) Checked the ht. of RCC girder and found 1.0m as per specification on 11.03.2026
52/100
Instream Storage Structure, Nandagaon
• Girder of double Pier Reinforcements:-
(i)Checking the spacing of 10mm- 4 legged stirrups at both end diaphragms of girder and found 150mm c/c.
(ii)Checking the length of the precast RCC main girder and found 1.625m including clear cover 40mm at both side.
iii) Checked the ht. of RCC girder and found 1.0m as per specification on 11.03.2026
53/100
Instream Storage Structure, Nandagaon
• Girder of double Pier Reinforcements:-
(i)Checking the spacing of 10mm- 4 legged stirrups at both end diaphragms of girder and found 150mm c/c.
(ii)Checking the length of the precast RCC main girder and found 1.625m including clear cover 40mm at both side.
iii) Checked the ht. of RCC girder and found 1.0m as per specification on 11.03.2026
54/100
Instream Storage Structure, Nandagaon
Site visit of ISS Nandgaon by HME,Sr. Site Engineer of PMC in presence of PM & GM of EPC Agency, Site Engineers PMC n EPC Agency, on dt. 11/03/2026 on 11.03.2026
55/100
Instream Storage Structure, Nandagaon
Laying & placing in proper position and binding n tying of bottom main & distribution bar is in progress for RCC deck slab at Span -14 on 11.03.2026
56/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M15A20 grade of body mass concrete from sec.1-1 to sec.2-2 for 7th lift upto RL-238.20m and sec. 2-2 to sec.4-4 for 6th lift upto RL-237.60m of 9.375m length each is in progress in presence of PM EPC agency,Site Engineers of PMC & EPC agency. The slump test value is 83mm on 11.03.2026
57/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M15A20 grade of body mass concrete from sec.1-1 to sec.2-2 for 7th lift upto RL-238.20m and sec. 2-2 to sec.4-4 for 6th lift upto RL-237.60m of 9.375m length each is in progress in presence of PM EPC agency,Site Engineers of PMC & EPC agency. The slump test value is 83mm on 11.03.2026
58/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M15A20 grade of body mass concrete from sec.1-1 to sec.2-2 for 7th lift upto RL-238.20m and sec. 2-2 to sec.4-4 for 6th lift upto RL-237.60m of 9.375m length each is in progress in presence of PM EPC agency,Site Engineers of PMC & EPC agency. The slump test value is 78mm on 11.03.2026
59/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M15A20 grade of body mass concrete from sec.1-1 to sec.2-2 for 7th lift upto RL-238.20m and sec. 2-2 to sec.4-4 for 6th lift upto RL-237.60m of 9.375m length each is in progress in presence of PM EPC agency,Site Engineers of PMC & EPC agency. The slump test value is 78mm on 11.03.2026
60/100
Instream Storage Structure, Nandagaon
• 2.The casting of CC blocks at following area has been checked in presence of PM,EPC agency, Site Engineers of PMC & EPC Agency:
(i) 2Nos. CC blocks at D/S right Flared out wall i.e 1no. of size 4.575x1.5x0.6m at sec.5-5 for 1st lift and 1no. of size upto 4.8x1.8x0.6m upto RL-236.40m 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 11.03.2026
61/100
Instream Storage Structure, Nandagaon
• 1.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.1-1 to sec.2-2 for 7th lift upto RL-238.20m and sec. 2-2 to sec.4-4 for 6th lift upto RL-237.60m 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 11.03.2026
62/100
Instream Storage Structure, Nandagaon
Curing at RCC deck slab is under progress on 11.03.2026
63/100
Instream Storage Structure, Nandagaon
Gate no 11 both barrage bay gate and stoplog gate sil beam erection work under progress on 11.03.2026
64/100
Instream Storage Structure, Nandagaon
Reinforcement binding & Shuttering is in progress at left abutment on 11.03.2026
65/100
Instream Storage Structure, Nandagaon
Shuttering for RCC deck slab at span-14 is in progress on 11.03.2026
66/100
UGPL, Right Lower Suktel Canal Division
OCS chamber above GL OCS erection work is in progress of OCS No:- 0213001-C01A at village Nuapali in presence of PMC team.
67/100
UGPL, Right Lower Suktel Canal Division
Tee fixing work is in progress of HDPE pipe line at village Nuapali.
68/100
UGPL, Right Lower Suktel Canal Division
Expansion joint preparation work is in progress before Bitumen sealing at RCC approach road of Pump House.
69/100
Instream Storage Structure Across Mahanadi at Choudhrygada and across Paika at Tikhiri
PMC team-Chandikhole visited ISS- Chaudhurygada today to monitor barrage bay concreting and Plate load test (PLT).
70/100
Integrated Barrage across river Kochila and across river Baitarini
PMC team – Chandikhole visited ISS- Baitarani to monitor the Gravity flow reinforcement work and concreting.
71/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Concreting M25A20 of Double pier, 3rd lift is under progress in presence of Client & PSS Team.
72/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Slump testing M25A20 (Value 80 mm) of RHS Divide wall, 3rd lift done in presence of Client & PSS Team.
73/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Concreting M25A20 of RHS Divide wall, 3rd lift is under progress in presence of Client & PSS Team.
74/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Shuttering & binding of reinforcement for RHS Mid-pier, 1st lift is under progress.
75/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
De-Shuttering of LHS Mid-pier, 8th lift is under progress.
76/100
Instream Storage Structure, Jharbeda
Slump testing M20A20 (Value 50 mm) of U/S Cut-off wall Pier No-7 to Divide wall (D2) done in presence of Client & PSS Team.
77/100
Instream Storage Structure, Jharbeda
Concreting M20A20 of U/S Cut-off wall Pier No-7 to Divide wall (D2) is under progress in presence of Client & PSS Team.
78/100
Instream Storage Structure, Jharbeda
Cleaning of D/S Gravity floor at Pier No-8 is under progress.
79/100
Instream Storage Structure, Jharbeda
D/S C.C Blocks placing work is under progress.
80/100
Instream Storage Structure, Jharbeda
Observed of Sieve analysis of Coarse aggregate (10mm & 20mm) and Fine aggregate in presence of Client & PSS team along with EPC agency.
81/100
Instream Storage Structure, Jharbeda
Shuttering of Pier No-8, 3rd is under progress.
82/100
Instream Storage Structure, Hamirpur
Slump testing M35A20 (Value 90 mm) of Cross Girder (Bay No-22) at Block No-4 done in presence of Client & PSS Team.
83/100
Instream Storage Structure, Hamirpur
Concreting M35A20 of Cross Girder (Bay No-22) at Block No-4 is under progress in presence of Client & PSS Team.
84/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 80 mm) of Abutment (A1), 4th lift at Block No-1 done in presence of Client & PSS Team.
85/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Abutment (A1), 4th lift at Block No-1 is under progress in presence of Client & PSS Team.
86/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-16, 8th lift is under progress.
87/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-15, 6th lift is under progress
88/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-14, 14th lift is under progress.
89/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-7, 15th lift is under progress.
90/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-6, 11th lift is under progress.
91/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Gantry Girder is under progress.
92/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for D/S Abutment (A1), 4th lift is under progress.
93/100
Instream Storage Structure, Khalpal
Curing of Piers is under progress.
94/100
Instream Storage Structure, Khalpal
Binding of reinforcement for Barrage bay Raft of Bay No-3 at Block No-4 is under progress.
95/100
UGPL, Right Lower Suktel Canal Division
Bermad equipment installation work is in progress of OCS-0213100-C07A at village Jarajaring in presence of PMC team.
96/100
UGPL, Right Lower Suktel Canal Division
OCS chamber above GL finishing work is in progress of OCS No:- 0213119-C06A at village Bandhankata in presence of PMC team.
97/100
UGPL, Right Lower Suktel Canal Division
External drain stone pitching work is in progress at Pump House.
98/100
UGPL, Left Lower Suktel Canal Division
HDD machine road pushing work is in progress for road crossing work of 75mm Dia HDPE pipe line between at Lo-353A z -7206 Z7222 near village Kuturapali.
99/100
UGPL, Left Lower Suktel Canal Division
Stem pipe Encasing Reinforcement binding work is in progress at LO-124 LM-7 Near village Lankabahala In Presence of PMC team .
100/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Shuttering of Abutment wall, 6th lift is under progress.
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