1/100
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 -11 on 27.02.2026
2/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade of RCC Deck slab of Span-10 at barrage bay-8 of Block-2, using plate vibrator for proper compaction is in progress in presence DTL, Tel basin Bhawanipatna, SDO,ISS Nandgaon,QAC Expert,SHEE of PMC,PM,EPC agency,Site Engineers of PMC & EPC agency. The slump test value is 87mm on 27.02.2026
3/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade of RCC Deck slab of Span-10 at barrage bay-8 of Block-2, using plate vibrator for proper compaction is in progress in presence DTL, Tel basin Bhawanipatna, SDO,ISS Nandgaon,QAC Expert,SHEE of PMC,PM,EPC agency,Site Engineers of PMC & EPC agency. The slump test value is 87mm on 27.02.2026
4/100
Instream Storage Structure, Nandagaon
• 1). Site visit of ISS Nandagaon by DTL,Tel basin, Bhawanipatna along with QAC Expert, SDO, ISS, Nandagaon in presence of PM of 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-10 (bay-10) 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 27.02.2026
5/100
Instream Storage Structure, Nandagaon
Foundation bolts installation work in Pier No-05 is under progress on 27.02.2026
6/100
Instream Storage Structure, Nandagaon
Trestle assembly and welding under progress on 27.02.2026
7/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Shuttering of RHS Mid pier slope portion, 1st lift is under progress..
8/100
Instream Storage Structure, Nandagaon
Reinforcement binding & Shuttering at D/S left flank wall is under progress on 27.02.2026
9/100
Instream Storage Structure, Jharbeda
Slump testing M20A20 (Value 85 mm) of U/S Pier No-7 to Pier No-8 Gravity floor, 2nd lift done in presence of Client & PSS Team.
10/100
Instream Storage Structure, Nandagaon
Shuttering for RCC deck slab at span-11 & 12. is in progress on 27.02.2026
11/100
Instream Storage Structure, Jharbeda
Concreting M20A20 of U/S Pier No-7 to Pier No-8 Gravity floor, 2nd lift is under progress in presence of Client & PSS Team.
12/100
Instream Storage Structure, Jharbeda
Slump testing M25A20 (Value 50 mm) of Pier No-4 to Pier No-7 End sill, Final lift done in presence of Client & PSS Team.
13/100
Instream Storage Structure, Jharbeda
Concreting M25A20 of Pier No-4 to Pier No-7 End sill, Final lift is under progress in presence of Client & PSS Team.
14/100
Instream Storage Structure, Jharbeda
Shuttering of Pier no-6 is under progress.
15/100
Instream Storage Structure, Jharbeda
D/S CC BLOCK PLACING WORK IS IN PROGRESS.
16/100
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.
17/100
Instream Storage Structure, Khalpal
Cube casting & Slump testing M25A20 (Value 90 mm) of LHS Counterfort with Wing wall, 1st lift done in presence of Client & PSS Team.
18/100
Instream Storage Structure, Khalpal
Concreting M25A20 of LHS Counterfort with Wing wall, 1st lift is under progress in presence of Client & PSS Team.
19/100
Instream Storage Structure, Khalpal
Curing of Barrage bay Raft at Block No-4 is under progress.
20/100
Instream Storage Structure, Khalpal
Curing of Piers is under progress.
21/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Cube casting & Slump testing M25A20 (Value 90 mm) of LHS D/S Divide wall, 2nd lift done in presence of Client & PSS Team.
22/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Concreting M25A20 of LHS D/S Divide wall, 2nd lift is under progress in presence of Client & PSS Team.
23/100
Instream Storage Structure, Jharbeda
Cleaning of RHS Divide wall (D2) area is under Progress.
24/100
Instream Storage Structure, Gudvella
Cast of concrete 1st lift PCC M20A20 grade at 2nd row D/s curtain wall from P2 to P6 with RL 147.10m to 147.70m is underprogress in the presence of Dept JE , site engineers of PMC n agency. The slump test value is 75mm on 26.02.2026
25/100
Instream Storage Structure, Gudvella
Cast of concrete 1st lift PCC M20A20 grade at 2nd row D/s curtain wall from P2 to P6 with RL 147.10m to 147.70m is underprogress in the presence of Dept JE , site engineers of PMC n agency. The slump test value is 75mm on 26.02.2026
26/100
Instream Storage Structure, Jharbeda
Shuttering of Pier no-7 to RHS D/S Divide wall (D2) Gravity floor is under progress.
27/100
Instream Storage Structure, Gudvella
Cast of concrete PCC M20A20 grade at 2nd row D/s curtain wall footing from P6 to A2 with RL 146.60m to 147.10m is underprogress in the presence of Dept JE , site engineers of PMC n agency. The slump test value is 71mm on 26.02.2026
28/100
Instream Storage Structure, Gudvella
Cast of concrete PCC M20A20 grade at 2nd row D/s curtain wall footing from P6 to A2 with RL 146.60m to 147.10m is underprogress in the presence of Dept JE , site engineers of PMC n agency. The slump test value is 71mm on 26.02.2026
29/100
Instream Storage Structure, Jharbeda
Shuttering of Pier No-7, 6th lift is under progress.
30/100
Instream Storage Structure, Jharbeda
Shuttering of Pier No-6, 7th lift is under progress.
31/100
Instream Storage Structure, Gudvella
Roller track and guide alignment work under progress at P9 & A2 on 26.02.2026
32/100
Instream Storage Structure, Gudvella
Placement of CC block at U/s side is under progress on 26.02.2026
33/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 90 mm) of Pier No-1, 5th lift done in presence of Client & PSS Team.
34/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-1, 5th lift is under progress in presence of Client & PSS Team.
35/100
Instream Storage Structure, Gudvella
Foundation bolt installation work at A2 blockout area is under progress on 26.02.2026
36/100
Instream Storage Structure, Hamirpur
Testing of Compressive M25A20 (Strength is 30.81/mm2 for 28 days) of Pier No-13, 6th lift and (Strength is 21.19/mm2 for 07 days) of Pier No-31, 14th lift and M35A20 (Strength is 42.81/mm2 for 28 days) of Cross Girder (Bay No-29) has done in presence of Client & PSS team.
37/100
Instream Storage Structure, Gudvella
Shuttering work at 2nd row D/s curtain wall footing for PCC is under progress on 26.02.2026
38/100
Instream Storage Structure, Hamirpur
C.D.U assembly No-8 frame work is in progress.
39/100
Instream Storage Structure, Gudvella
Shuttering work at kerb area of deck slab is under progress on 26.02.2026
40/100
Instream Storage Structure, Hamirpur
Curing of Deck slab (Bay No-26, 27, 28 & 29) is under progress.
41/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Deck slab (Bay No-24 & 25) is under progress.
42/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-22, 15th lift is under progress.
43/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-19, 14th lift is under progress
44/100
Instream Storage Structure, Gudvella
Cast of concrete PCC M20A20 grade at 2nd row D/s curtain wall footing from P2 to P6 with RL146.60m to 147.10m is under progress in the presence of Dept JE, site engineers of PMC n agency. The slump test value is 70mm on 25.02.2026
45/100
Instream Storage Structure, Gudvella
Cast of concrete PCC M20A20 grade at 2nd row D/s curtain wall footing from P2 to P6 with RL146.60m to 147.10m is under progress in the presence of Dept JE, site engineers of PMC n agency. The slump test value is 70mm on 25.02.2026
46/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-14, 14th lift is under progress.
47/100
Instream Storage Structure, Gudvella
Roller track and guide alignment work under progress at P9 & A2 on 25.02.2026
48/100
Instream Storage Structure, Gudvella
Roller track and guide alignment work under progress at P9 & A2 on 25.02.2026
49/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-13, 11th lift is under progress.
50/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-7, 13th lift is under progress.
51/100
Instream Storage Structure, Gudvella
Placement of CC block at D/s side is under progress on 25.02.2026
52/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Pier No-6, 9th lift is under progress.
53/100
Instream Storage Structure, Gudvella
Foundation bolt installation work at P9 block out area is under progress on 25.02.2026
54/100
Instream Storage Structure, Khalpal
Slump testing M25A20 (Value 80 mm) of LHS Counterfort & Abutment wall, 2nd lift done in presence of Client & PSS Team.
55/100
Instream Storage Structure, Khalpal
Concreting M25A20 of LHS Counterfort & Abutment wall, 2nd lift is under progress in presence of Client & PSS Team.
56/100
Instream Storage Structure, Khalpal
Slump testing M25A20 (Value 85 mm) of Pier No-29, 2nd lift done in presence of Client & PSS Team.
57/100
Instream Storage Structure, Gudvella
Shuttering work at 2nd row D/s curtain wall footing for PCC is under progress on 25.02.2026
58/100
Instream Storage Structure, Khalpal
Concreting M25A20 of Pier No-29, 2nd lift is under progress in presence of Client & PSS Team.
59/100
Instream Storage Structure, Gudvella
Shuttering at kerb area of deck slab is under progress on 25.02.2026
60/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade for 2nos. cross girders at pier no.12 is in progress through concrete pump in presence of PM EPC agency,Site Engineer of PMC & EPC agency. The slump test value is 98mm on 26.02.2026
61/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade for 2nos. cross girders at pier no.12 is in progress through concrete pump in presence of PM EPC agency,Site Engineer of PMC & EPC agency. The slump test value is 98mm on 26.02.2026
62/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade for 2nos. cross girders at pier no.11 is in progress through concrete pump in presence of PM EPC agency,Site Engineer of PMC & EPC agency. The slump test value is 96mm on 26.02.2026
63/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade for 2nos. cross girders at pier no.11 is in progress through concrete pump in presence of PM EPC agency,Site Engineer of PMC & EPC agency. The slump test value is 96mm on 26.02.2026
64/100
Instream Storage Structure, Nandagaon
• 3.Reinforcement works including shuttering for casting of 2nos. cross girders with RCC M35A20 grade at Pier No.12 for span-12&13 of barrage bay-10&11 are 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 26.02.2026
65/100
Instream Storage Structure, Nandagaon
• 2.Reinforcement works including shuttering for casting of 2nos. cross girders with RCC M35A20 grade at Pier No.11 for span-11&12 of barrage bay-9&10 are 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 26.02.2026
66/100
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 14th lift and 1no. of size 6.0x1.5x0.6m from sec. 4-4 to sec. 5-5 for 15th lift and 1no. of size 2.0x1.5x0.6m from sec.5-5 to sec.6-6 for 16th lift of 0.6m hight upto RL-244.20m is in progress in presence of PM EPC agency,Site Engineer of PMC & EPC agency. The slump test value is 88mm on 26.02.2026
67/100
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 14th lift and 1no. of size 6.0x1.5x0.6m from sec. 4-4 to sec. 5-5 for 15th lift and 1no. of size 2.0x1.5x0.6m from sec.5-5 to sec.6-6 for 16th lift of 0.6m hight upto RL-244.20m is in progress in presence of PM EPC agency,Site Engineer of PMC & EPC agency. The slump test value is 88mm on 26.02.2026
68/100
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 14th lift and 1no. of size 6.0x1.5x0.6m from sec. 4-4 to sec. 5-5 for 15th lift and 1no. of size 2.0x1.5x0.6m from sec.5-5 to sec.6-6 for 16th lift of 0.6m hight upto RL-244.20m 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 26.02.2026
69/100
Instream Storage Structure, Khalpal
Curing of Barrage bay Raft at Block No-4 is under progress.
70/100
Instream Storage Structure, Nandagaon
Trestle assembly and welding under progress on 26.02.2026
71/100
Instream Storage Structure, Khalpal
Binding of reinforcement for Barrage bay Raft at Block No-4 is under progress.
72/100
Instream Storage Structure, Nandagaon
Foundation bolts installation work at Pier No.4 is under progress on 26.02.2026
73/100
Instream Storage Structure, Khalpal
Shuttering of LHS Counterfort & Abutment wall, 2nd lift is under progress.
74/100
Instream Storage Structure, Nandagaon
Reinforcement binding & shuttering for RCC deck slab at span-10, 11 & 12 is in progress on 26.02.2026
75/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade of 4nos. CC blocks at D/S left Flared out wall i.e 1no. of size 6.0x1.5x0.6m from sec.1-1 to sec. 2-2 for 11th lift and 1no. of size 6.0x1.5x0.6m from sec. 2-2 to sec. 4-4 for 14th lift and 1no. of size 6.0x1.5x0.6m at sec.5-5 for 15th lift and 1no. of size 5.1x1.8x0.6m for 16th lift at sec. 6-6 upto RL-244.20m is in progress in presence of PM EPC agency,Site Engineer of PMC & EPC agency. The slump test value is 81mm on 25.02.2026
76/100
Instream Storage Structure, Nandagaon
Concrete casting with PCC M20A20 grade of 4nos. CC blocks at D/S left Flared out wall i.e 1no. of size 6.0x1.5x0.6m from sec.1-1 to sec. 2-2 for 11th lift and 1no. of size 6.0x1.5x0.6m from sec. 2-2 to sec. 4-4 for 14th lift and 1no. of size 6.0x1.5x0.6m at sec.5-5 for 15th lift and 1no. of size 5.1x1.8x0.6m for 16th lift at sec. 6-6 upto RL-244.20m is in progress in presence of PM EPC agency,Site Engineer of PMC & EPC agency. The slump test value is 81mm on 25.02.2026
77/100
Instream Storage Structure, Nandagaon
• The casting of CC blocks at following area have been checked in presence of PM,EPC agency,Site Engineer of PMC & EPC Agency:
(i) 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 11th lift and 1no. of size 6.0x1.5x0.6m from sec. 2-2 to sec. 4-4 for 14th lift and 1no. of size 6.0x1.5x0.6m at sec.5-5 for 15th lift and 1no. of size 5.1x1.8x0.6m for 16th lift at sec. 6-6 upto RL-244.20m 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 25.02.2026
78/100
Instream Storage Structure, Nandagaon
Erection of foundation bolts, MS plates including the proper alignment of Block out area at Pier No. 1 to Pier No. 4 is in progress on 25.02.2026
79/100
Instream Storage Structure, Nandagaon
Shuttering for RCC deck slab at pier no- 11 is in progress on 25.02.2026
80/100
Instream Storage Structure, Nandagaon
Shuttering for RCC deck slab of span 10 of right Booc-2 is in progress on 25.02.2026
81/100
Instream Storage Structure, Nandagaon
M25 A20 grade casting at d/s right side flared out wall cut off for 5th/final lift & stope loge service gate of pier no.4,5&6 bay no.5,6&7 for 8th,5th &6th lift on dated 28/01/26 & testing on date 25/02/26(28day) in presence of the above technical person the ave. comp. strength is 32.30N/mm2 &42.97N/mm2 respectively on 25.02.2026
82/100
Instream Storage Structure, Nandagaon
M20A20 grade CCB casting at d/s left flared out wall on dated 18/02/26 & testing on dated 25/02/26(7day) presence of QC exp, Sr site engineering, site engineering of Pmc and site engineering of EPC agency ave. Strength of the cube is 20.59N/mm2 on 25.02.2026
83/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M25A20 grade for 3nos. Pedestals at right abutment from RL-245.40m to RL-245.70m is in progress in presence of Site Engineers of PMC & Site Engineer of EPC agency on 25.02.2026
84/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade of RCC Deck slab of Span-9 at barrage bay-8 of Block-2, using plate vibrator for proper compaction is in progress in presence PM,EPC agency,Site Engineers of PMC & EPC agency. The slump test value is 81mm on 25.02.2026
85/100
Instream Storage Structure, Nandagaon
Concrete casting with RCC M35A20 grade of RCC Deck slab of Span-9 at barrage bay-8 of Block-2, using plate vibrator for proper compaction is in progress in presence PM,EPC agency,Site Engineers of PMC & EPC agency. The slump test value is 81mm on 25.02.2026
86/100
Instream Storage Structure, Nandagaon
• 2. (i) The Area of 3nos. pedestals at right abutment from RL-245.40m to RL-245.70m have been checked in presence of Site Engineers of PMC & Site Engineer of EPC Agency.
(ii) Reinforcement binding, tying & placing in proper position of 3nos. pedestals of size 650 x 500 x 300mm each with provision of Type-A mesh bars are completed.
(iii) Rigid & smooth shuttering of 3nos. Pedestals are completed.
(iv) The area is cleaned properly through air water jetting and passed by SE, KID, Bh.Patna for placing with RCC M25A20 grade.
(v) Grooves of sizes 320mmx200mmx6mm for fixing of Elastomeric bearing pad may be executed using wooden plates of required dimensions on 25.02.2026
87/100
Instream Storage Structure, Nandagaon
• 1) Site visit of ISS Nandagaon by QAC Expert, HME, SHEE & Sr. Site Engineer of PMC in presence of PM, EPC Agency, Site Engineers of PMC and Site Engineers of EPC Agency, ISS Nandagaon. Found the area in binding, placing of reinforcements works including shuttering at RCC Deck slab of span-9 of Bay-9 at 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 bent-up/ 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 on 25.02.2026
88/100
Instream Storage Structure, Nandagaon
Trestle assembly and welding under progress on 25.02.2026
89/100
Instream Storage Structure, Nandagaon
Trestle assembly and welding under progress on 25.02.2026
90/100
Instream Storage Structure, Nandagaon
3rd no gate Foundation bolts installation work is under progress on 25.02.2026
91/100
Instream Storage Structure, Nandagaon
3rd no gate Foundation bolts installation work is under progress on 25.02.2026
92/100
Instream Storage Structure, Nandagaon
Shuttering for RCC deck slab at pier no-10 & 11 is in progress on 25.02.2026
93/100
Instream Storage Structure, Nandagaon
Shuttering at D/S left flared out wall, Block-1 is in progress on 25.02.2026
94/100
Instream Storage Structure, KansariGanda
Slump cone test conducted at site.
95/100
Instream Storage Structure, KansariGanda
Visit of SE, AEE, AE of Dept., QA/QC expert and Irr. Eng. Exp. along with Site engineers PMC to the ISS Site.
Inspected the overall progress of site and Right side divide wall pile cage lowering, pile integrity test
conducted and Concreting. Curing continuing at site.
Slump cone test conducted at site. Cube cast at site.
96/100
Instream Storage Structure, KansariGanda
Visit of SE, AEE, AE of Dept., QA/QC expert and Irr. Eng. Exp. along with Site engineers PMC to the ISS Site.
Inspected the overall progress of site and Right side divide wall pile cage lowering, pile integrity test
conducted and Concreting. Curing continuing at site.
Slump cone test conducted at site. Cube cast at site.
97/100
Instream Storage Structure, KansariGanda
Visit of SE, AEE, AE of Dept., QA/QC expert and Irr. Eng. Exp. along with Site engineers PMC to the ISS Site.
Inspected the overall progress of site and Right side divide wall pile cage lowering, pile integrity test
conducted and Concreting. Curing continuing at site.
Slump cone test conducted at site. Cube cast at site.
98/100
Instream Storage Structure, KansariGanda
Visit of SE, AEE, AE of Dept., QA/QC expert and Irr. Eng. Exp. along with Site engineers PMC to the ISS Site.
Inspected the overall progress of site and Right side divide wall pile cage lowering, pile integrity test
conducted and Concreting. Curing continuing at site.
Slump cone test conducted at site. Cube cast at site.
99/100
Instream Storage Structure, KansariGanda
Visit of SE, AEE, AE of Dept., QA/QC expert and Irr. Eng. Exp. along with Site engineers PMC to the ISS Site.
Inspected the overall progress of site and Right side divide wall pile cage lowering, pile integrity test
conducted and Concreting. Curing continuing at site.
Slump cone test conducted at site. Cube cast at site.
100/100
Instream Storage Structure, KansariGanda
Visit of SE, AEE, AE of Dept., QA/QC expert and Irr. Eng. Exp. along with Site engineers PMC to the ISS Site.
Inspected the overall progress of site and Right side divide wall pile cage lowering, pile integrity test
conducted and Concreting. Curing continuing at site.
Slump cone test conducted at site. Cube cast at site.
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