1/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 85 mm) of Flared Cut-off wall at Block No-5 done in presence of Client & PSS Team.
2/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Flared Cut-off wall at Block No-5 is under progress in presence of Client & PSS Team.
3/100
Instream Storage Structure, Hamirpur
Slump testing M35A20 (Value 85 mm) of Gantry Girder No-1, 1st stage done in presence of Client & PSS Team.
4/100
Instream Storage Structure, Hamirpur
Concreting M35A20 of Gantry Girder No-1, 1st stage is under progress in presence of Client & PSS Team.
5/100
Instream Storage Structure, Hamirpur
Binding of reinforcement of D/S Abutment wall A1, 5th lift is under progress.
6/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-21, 7th lift is under progress.
7/100
Instream Storage Structure, Hamirpur
Shuttering of D/S Flared out wall, 3rd lift at Block No-5 is under progress.
8/100
Instream Storage Structure, Gudvella
Shuttering work for CC blocks is under progress on 15.03.2026
9/100
Instream Storage Structure, Gudvella
Brickwork at control room building is under progress on 15.03.2026
10/100
Instream Storage Structure, Gudvella
Shuttering work at block out area is in progress on 15.03.2026
11/100
Instream Storage Structure, Gudvella
Sill beam installation work at A1 & P1 is under progress on 14.03.2026
12/100
Instream Storage Structure, Gudvella
Paint work under progress at Hoist bridge on 14.03.2026
13/100
Instream Storage Structure, Gudvella
Shuttering work for CC blocks is under progress on 14.03.2026
14/100
Instream Storage Structure, Gudvella
Brickwork at control room building is under progress on 14.03.2026
15/100
Instream Storage Structure, Gudvella
Shuttering work at block out area of Pier is in progress on 14.03.2026
16/100
Instream Storage Structure, Gudvella
Casting of CC block PCC M20A40 grade is under progress in the presence of Dept JE, site engineer of PMC and agency. The slump test value is 72mm on 13.03.2026
17/100
Instream Storage Structure, Gudvella
Casting of CC block PCC M20A40 grade is under progress in the presence of Dept JE, site engineer of PMC and agency. The slump test value is 72mm on 13.03.2026
18/100
Instream Storage Structure, Gudvella
Cast of concrete final lift PCC M20A20 grade at u/s curtain wall from P2 to P8 with RL148.20m to 148.60m is under progress in the presence of Dept JE, site engineer of PMC and agency. The slump test value is 74mm on 13.03.2026
19/100
Instream Storage Structure, Gudvella
Cast of concrete final lift PCC M20A20 grade at u/s curtain wall from P2 to P8 with RL148.20m to 148.60m is under progress in the presence of Dept JE, site engineer of PMC and agency. The slump test value is 74mm on 13.03.2026
20/100
Instream Storage Structure, Gudvella
• Today DTL and SH Expert visited ISS Gudvella. During the visit, the Department JE, PMC site engineers and the agency site engineer were present at the site.
He instructed the agency to complete the following works within March 2026.
01. Remaining 3 lifts of A2 D/S wing wall.
02. Parapet and kerb of the deck slab.
03. Complete the building work.
04. Start concreting of the blockout area without further delay.
05. Submit the design and drawing of the afflux bund & road and complete the work also.
He also instructed the agency to increase manpower to complete the above works without further dela on 13.03.2026
21/100
Instream Storage Structure, Gudvella
Measured the dimensions of foundation bolts alignment as per approved drawing from A1 to P8 on 13.03.2026
22/100
Instream Storage Structure, Gudvella
Paint work under progress at (Hoist bridge) on 13.03.2026
23/100
Instream Storage Structure, Gudvella
Final alignment work completed at Block out area P1 to A2 on 13.03.2026
24/100
Instream Storage Structure, Gudvella
Shuttering work of curtain wall and placing of CC block on 13.03.2026
25/100
Instream Storage Structure, Gudvella
Shuttering work for CC block is under progress on 13.03.2026
26/100
Instream Storage Structure, Gudvella
Shuttering work of CC block on 13.03.2026
27/100
Instream Storage Structure, Gudvella
Shuttering work at u/s curtain wall is under progress on 13.03.2026
28/100
Instream Storage Structure, Gudvella
Shuttering work at block out area is under progress on 13.03.2026
29/100
Instream Storage Structure, Gudvella
Brickwork at control room building is in progress on 13.03.2026
30/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M15A40 grade at D/S curtain wall of 2.0m width & 0.5m thickness is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency on 14.03.2026
31/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M15A40 grade at D/S curtain wall of 2.0m width & 0.5m thickness is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency on 14.03.2026
32/100
Instream Storage Structure, Nandagaon
• 4. (i) Checked the area before placement of concrete at D/S curtain wall stared from left divide wall with PCC M15A40 grade of 2.0m width & 0.50m thickness with following activities in presence of PM of EPC Agency,Site Engineers of PMC & EPC Agency:
(ii) The area has been excavated upto the design depth and foundation bottom is well watered compacted by mechanical means.
(iii)The area is ready and passed by SE, KID Bhawanipatna for placing concrete with PCC M15A40 grade on 14.03.2026
33/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade of 4nos. CC blocks at D/S right Flared out wall i.e 1no. of size 4.8x1.8x0.6m at sec. 6-6 & 1no. of size 6.0x1.5x0.6m from sec.5-5 to sec.6-6 for 2nd lift & 1no. of size 6.0x1.5x0.6m from sec.4-4 - sec. 5-5 for 1st lift upto RL-237.00m and 1no. of size 6.0x1.5x0.6m from sec.2-2 to sec.4-4 for 1st lift upto RL-238.20m is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 83mm on 14.03.2026
34/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade of 4nos. CC blocks at D/S right Flared out wall i.e 1no. of size 4.8x1.8x0.6m at sec. 6-6 & 1no. of size 6.0x1.5x0.6m from sec.5-5 to sec.6-6 for 2nd lift & 1no. of size 6.0x1.5x0.6m from sec.4-4 - sec. 5-5 for 1st lift upto RL-237.00m and 1no. of size 6.0x1.5x0.6m from sec.2-2 to sec.4-4 for 1st lift upto RL-238.20m is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 83mm on 14.03.2026
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) 4Nos. CC blocks at D/S right Flared out wall i.e 1no. of size 4.8x1.8x0.6m at sec. 6-6 & 1no. of size 6.0x1.5x0.6m from sec.5-5 to sec.6-6 for 2nd lift & 1no. of size 6.0x1.5x0.6m for 1st lift from sec. 4-4 to sec. 5-5 upto RL-237.00m and 1no. of size 6.0x1.5x0.6m from sec.2-2 to sec.4-4 for 1st lift upto RL-238.20m 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 14.03.2026
36/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade of 3nos. RCC main girders for middle double pier is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 85mm on 14.03.2026
37/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade of 3nos. RCC main girders for middle double pier is in progress in presence of PM EPC agency, Site Engineers of PMC & EPC agency. The slump test value is 85mm on 14.03.2026
38/100
Instream Storage Structure, Nandagaon
• 2. The reinforcement details in binding, placing in proper position, spacing and tying including rigid & smooth shuttering for casting of 3 nos. RCC main girders on the existng pedestals through Cast in Situ manner are completed at double Pier in presence of PM EPC Agency, Site Engineers of PMC and EPC agency, ISS Nandagaon:
(i) Laying of bottom main bars 2x4nos. 20mm dia in two layers of 1.545m length excluding 40mm clear cover at both end, 2x2nos. extra bar in two layers at both end portion and 2nos. of 20mm dia of 1.545m length at 3rd layer have been tied with 10mm dia 4-Legged stirrups @150mm C/C are completed.
(ii) Top stirrups of 10mm dia @150mm C/C with main bars 4nos.and side dist. bars of 2x4nos, Link bars @ 750mm C/C in two layers, 8mm dia mesh bar in two layer have been completed.
(iii) Rigid & smooth shuttering for 3nos. insitu RCC girders using good quality of shutter plates with 40mm clear cover are completed and passed by SE, KID, Bhawanipatna for placing concrete with RCC M35A20 grade on 14.03.2026
39/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade for 2nd stage concrete at pier no.1& left abutment for 2nd 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 89mm on 14.03.2026
40/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade for 2nd stage concrete at pier no.1& left abutment for 2nd 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 89mm on 14.03.2026
41/100
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 under sluice bay No.1 of Pier No. 1 & left abutment for 2nd lift has been checked and found correct by HM Expert of PMC during his site visit on dt.11.03.2026 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 on 14.03.2026
42/100
Instream Storage Structure, Nandagaon
Gate no 10 & 12 both barrage bay gate and stoplog gate 2nd stage embedded parts erection work under progress on 14.03.2026
43/100
Instream Storage Structure, Nandagaon
Gate no 10 & 12 both barrage bay gate and stoplog gate 2nd stage embedded parts erection work under progress on 14.03.2026
44/100
Instream Storage Structure, Nandagaon
Gate no 9 both barrage bay gate and stoplog gate 2nd stage embedded parts all measurements checked as per drawing. Hence ready for concrete on 14.03.2026
45/100
Instream Storage Structure, Nandagaon
Reinforcement binding is in progress at right abutment, Block-2 on 14.03.2026
46/100
Instream Storage Structure, Nandagaon
Foundation excavation is in progress at U/S right divide wall on 14.03.2026
47/100
Instream Storage Structure, Nandagaon
Curing is in progress at RCC deck slab on 14.03.2026
48/100
Instream Storage Structure, Nandagaon
Reinforcement binding at pier no.1 is under progress on 14.03.2026
49/100
Instream Storage Structure, Nandagaon
Shuttering for 2nd stage concrete at pier no.1&2 undersluice bay-2 is in progress on 14.03.2026
50/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for gate grooves sill beam at bay-11 ( Barrage bay-9) is in progress in presence of PM EPC agency Site Engineers of PMC and EPC agency. The slump test value is 89mm on 13.03.2026
51/100
Instream Storage Structure, Nandagaon
Concrete casting with M35A20 grade for gate grooves sill beam at bay-11 ( Barrage bay-9) is in progress in presence of PM EPC agency Site Engineers of PMC and EPC agency. The slump test value is 89mm on 13.03.2026
52/100
Instream Storage Structure, Nandagaon
• The area of main & stoplog gate grooves at bay No.-11 ( Barrage bay no.-9) for erection of sill beams and its alignment, levels using TS has been checked and found correct by site Engineers mechanical of PMC as per the approved mechanical drawings.
(i) Sufficient nos. of dowel bars have been provided during fixing of beams.
(ii) The area is cleaned properly through air water jet and passed by SE,Kid, Bhawanipatna for placing with concrete M35A20 grade in presence of PM,EPC agency,Site Engineers of PMC & EPC agency on 13.03.2026
53/100
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 8th lift upto RL-243.10m 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 85mm on 13.03.2026
54/100
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 8th lift upto RL-243.10m 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 85mm on 13.03.2026
55/100
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 8th lift of stilling basin area from RL-241.80m to RL-243.10m 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 13.03.2026
56/100
Instream Storage Structure, Nandagaon
Monorail walkway MIG welding under progress on 13.03.2026
57/100
Instream Storage Structure, Nandagaon
Gate no 11 barrage bay gate 2nd stage embedded parts erection work under progress on 13.03.2026
58/100
Instream Storage Structure, Nandagaon
Gate no 9 both barrage bay gate and stoplog gate 2nd stage embedded parts erection work under progress on 13.03.2026
59/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Concreting M25A20 of RHS Middle Pier, 8th lift is under progress in presence of
Client & PSS Team
60/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Slump testing M25A20 (Value 90 mm) of LHS D/S Divide wall, 3rd lift done in
presence of Client & PSS Team.
61/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Concreting M25A20 of LHS D/S Divide wall, 3rd lift is under progress in presence of
Client & PSS Team.
62/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
De-Shuttering of RHS Divide wall, 3rd lift slope portion is under progress.
63/100
Instream Storage Structure, Jharbeda
Slump testing M20A20 (Value 50 mm) of of D/S Divide wall D2, Pocket filling done
in presence of Client & PSS Team.
64/100
Instream Storage Structure, Jharbeda
Concreting M20A20 of D/S Divide wall D2, Pocket filling is under progress in presence of Client & PSS Team.
65/100
Instream Storage Structure, Jharbeda
Slump testing M20A20 (Value 50 mm) of D/S Gravity floor at Pier No-8, 2nd lift done in presence of Client & PSS Team.
66/100
Instream Storage Structure, Jharbeda
Concreting M20A20 of D/S Gravity floor at Pier No-8, 2nd lift is under progress in presence of Client & PSS Team.
67/100
Instream Storage Structure, Jharbeda
U/S Cut-off Pier No-7 to Pier No-8 is under progress.
68/100
Instream Storage Structure, Jharbeda
Shuttering of Pier No-8, 3rd lift work is under progress.
69/100
Instream Storage Structure, Jharbeda
Curing of Pier No-4 to Pier No-7 End sill is under progress.
70/100
UGPL, Right Lower Suktel Canal Division
OCS chamber door & angle fixing work is in progress OCS No:-0213090-C09B at village Malmundain presence of PMC team and L&T staff.
71/100
UGPL, Right Lower Suktel Canal Division
External drain stone pitching work is in progress at Pump House.
72/100
UGPL, Right Lower Suktel Canal Division
External drain stone pitching work is in progress at Pump House.
73/100
Instream Storage Structure Across Mahanadi at Choudhrygada and across Paika at Tikhiri
PMC, Chandikhol visited ISS Project site at Choudhury gada. U/S Block casting is going on.
74/100
UGPL, Left Lower Suktel Canal Division
Excavation work is in progress for 400mm Dia DI pipe node from J-538 to J-274 at Amamunda .
75/100
UGPL, Left Lower Suktel Canal Division
400mm Dia DI pipe shifting work in progress pipe node from J-538 to J-274 LM-4 at village Amamunda.
76/100
UGPL, Left Lower Suktel Canal Division
OMS manifold installation work is in progress at RO-174B (RM-9) near village Sujiain in presence of DOWR AE and PMC team. .
77/100
Integrated Barrage across river Kochila and across river Baitarini
Casting of Barrage Bay Gravity Flow Area is in progress at Baitarani ISS.
78/100
UGPL, Left Lower Suktel Canal Division
Excavation work is in progress for HDPE to HDPE pipeline connection at Rm-5 J-446 near village-Ranipali.
79/100
Instream Storage Structure Across Mahanadi at Choudhrygada and across Paika at Tikhiri
BAITARANI -ISS Barrage bay gravity flow area casting work in progress-14.03.2026
80/100
Integrated Barrage across river Kochila and across river Baitarini
BAITARANI -ISS Barrage bay gravity flow area casting work in progress-14.03.2026
81/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 80 mm) of Pier No-15, 6th lift at Block No-3 done in presence of Client & PSS Team.
82/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-15, 6th lift at Block No-3 is under progress in presence of Client & PSS Team.
83/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-16, 8th lift is under progress in presence of Client & PSS Team.
84/100
Instream Storage Structure, Hamirpur
Shuttering of Pier No-21, 7th lift is under progress.
85/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Gantry Girder is under progress.
86/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-27, 13th is under progress.
87/100
Instream Storage Structure, Jharbeda
Cleaning of U/S Divide wall area is under progress.
88/100
Instream Storage Structure, Jharbeda
D/S C.C Blocks placing work is under progress.
89/100
Instream Storage Structure, Jharbeda
Shuttering of Pier No-8, 3rd is under progress.
90/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Slump testing M25A20 (Value 90 mm) of RHS Double Pier, 3rd lift done in presence of Client & PSS Team.
91/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Concreting M25A20 of RHS Double Pier, 3rd lift is under progress in presence of Client & PSS Team.
92/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Slump testing M25A20 (Value 90 mm) of LHS Intermediate Cut-off, 2nd lift done in presence of Client & PSS Team.
93/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Concreting M25A20 of LHS Intermediate Cut-off, 2nd lift is under progress in presence of Client & PSS Team.
94/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Slump testing M25A20 (Value 85 mm) of RHS Divide wall, 3rd lift done in presence of Client & PSS Team.
95/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Concreting M25A20 of LHS Divide wall, 6th lift is under progress in presence of Client & PSS Team.
96/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Shuttering & binding of reinforcement for RHS Mid-pier, 1st lift is under progress.
97/100
Instream Storage Structure, Khalpal
Checking of Reinforcement binding for Barrage bay Raft at Block No-4 by Dy.TL, PSS with I.E.E, PSS and A.E, AID.
98/100
Instream Storage Structure, Khalpal
Testing of Compressive M35A20 (Strength is 42.34/mm2 for 28 days) of Girder No-45, M35A20 (Strength is 42.56/mm2 for 28 days) of Girder No-46 and M25A20 (Strength is 33.55/mm2 for 28 days) of Mid Cut-off wall has done in presence of Client & PSS team.
99/100
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
100/100
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
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