1/100
Instream Storage Structure, Hamirpur
Testing of Compressive M25A20 (Strength is 30.94/mm2 for 28 days) of Pier No-1, 12th lift and (Strength is 21.48/mm2 for 07 days) of Pier No-23, 15th lift and (Strength is 30.84/mm2 for 28 days) of Flank cut-off wall, 2nd lift (Bank side) & Flank cut-off wall, 6th lift (River side) and M35A20 (Strength is 37.63/mm2 for 07 days) of Gantry Girder No-47 and M15A40 (Strength is 13.18/mm2 for 07 days) of U/S Flared out wall, 11th lift at Block No-5 and (Strength is 13.48/mm2 for 07 days) of D/S Flared out wall, 2nd lift at Block No-5 has done in presence of Client & PSS team.
2/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Gantry Girder is under progress.
3/100
Instream Storage Structure, Hamirpur
Shuttering of U/S Flank wall, 10th lift at Block No-5 is under progress.
4/100
Instream Storage Structure, Hamirpur
Shuttering & Binding of reinforcement for D/S Flank wall, 4th lift at Block No-5 is under progress.
5/100
Instream Storage Structure, Hamirpur
Shuttering of Railing beam (Bay No-18 to 29) is under progress.
6/100
Instream Storage Structure, Hamirpur
Shuttering of Flared wall is under progress.
7/100
Instream Storage Structure, Hamirpur
Present flow condition of river at Hamirpur site water level RL 180.02m.
8/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
De-shuttering of CC Blocks is under progress.
9/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Present status of river Samakoi at Santeibhanja site.
10/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Shuttering & Binding of reinforcement for RHS Double pier, 5th lift is under progress.
11/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Shuttering & Binding of reinforcement for LHS D/S Divide wall, 7th lift is under progress.
12/100
Instream Storage Structure, Jharbeda
Present flow condition of river at Jharbeda site water level RL 192.2m.
13/100
Instream Storage Structure, Khalpal
Slump testing M25A20 (Value 85 mm) of LHS Abutment Counterfort wall, 3rd lift done in presence of Client & PSS Team.
14/100
Instream Storage Structure, Khalpal
Concreting M25A20 of LHS Abutment Counterfort wall, 3rd lift is under progress in presence of Client & PSS Team.
15/100
Instream Storage Structure, Khalpal
Present flow condition of river at Khalpal site water level RL 55.30 m.
16/100
UGPL, Left Lower Suktel Canal Division
OMS verification work is in progress of OMS (RO-08A) in presence of PMC team near Gerdi
17/100
UGPL, Left Lower Suktel Canal Division
Out side boundary wall stone pitching work is in progress of Pump House.
18/100
UGPL, Right Lower Suktel Canal Division
Pump House Boundary wall outside back filling work is in progress.
19/100
UGPL, Right Lower Suktel Canal Division
Joint verification is conducted of OCS No-0213055-C01B for relocation to highest points of one hectare outlet near Timapali.
20/100
Instream Storage Structure, Khalpal
Testing of Compressive M20A20 (Strength is 29.41/mm2 for 28 days) of Barrage Bay No-2 Gravity floor and M25A20 (Strength is 34.38/mm2 for 28 days) of Pier No-13 (Starter) has done in presence of Client & PSS team.
21/100
Instream Storage Structure, Khalpal
Shuttering & Binding of reinforcement for LHS Abutment Counterfort wall, 2nd lift is under progress.
22/100
Instream Storage Structure, Khalpal
Present flow condition of river at Khalpal site water level RL 56.15 m.
23/100
Instream Storage Structure, Hamirpur
Shuttering of D/S Flank wall, 4th lift at Block No-5 is under progress.
24/100
Instream Storage Structure, Hamirpur
Shuttering of U/S Flank wall, 9th lift at Block No-5 is under progress.
25/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Gantry Girder is under progress.
26/100
Instream Storage Structure, Hamirpur
Present flow condition of river at Hamirpur site water level RL 180.300m.
27/100
Instream Storage Structure, Hamirpur
Testing of Compressive M25A20 (Strength is 30.96/mm2 for 28 days) of Pier No-2, 10th lift and M35A20 (Strength is 37.63/mm2 for 07 days) of Gantry Girder No-46 and M30A20 (Strength is 28.59/mm2 for 07 days) of Groove 2nd stage, 5th lift (Bay No-27) has done in presence of Client & PSS team.
28/100
Instream Storage Structure, Hamirpur
Visited by S.E, Q.A, Sundargarh in presence of A.E.E QC, J.E QC, A.E.E RID, A.E RID of PSS team along with representative of EPC agency at site.
29/100
Instream Storage Structure, Hamirpur
Slump testing M25A20 (Value 90 mm) of Pier No-25, 13th lift done in presence of Client & PSS Team.
30/100
Instream Storage Structure, Hamirpur
Concreting M25A20 of Pier No-25, 13th lift is under progress in presence of Client & PSS Team.
31/100
Instream Storage Structure, Hamirpur
R.D.U base frame welding work is in progress.
32/100
Instream Storage Structure, Hamirpur
Curing of Gantry Girders is in progress.
33/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Gantry Girder is under progress.
34/100
Instream Storage Structure, Hamirpur
Shuttering & Binding of reinforcement for U/S Flank wall, 10th lift at Block No-5 is under progress.
35/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for D/S Flank wall, 4th lift at Block No-5 is under progress.
36/100
Instream Storage Structure, Hamirpur
Shuttering of Cross Girder is under progress.
37/100
Instream Storage Structure, Hamirpur
Ms plate marking and cutting for column box work is in progress.
38/100
Instream Storage Structure, Hamirpur
Present flow condition of river at Hamirpur site water level RL 179.840m.
39/100
Instream Storage Structure, Khalpal
Testing of Compressive M20A20 (Strength is 29.70/mm2 for 28 days) of Barrage Bay No-2 Gravity floor has done in presence of Client & PSS team.
40/100
Instream Storage Structure, Khalpal
Shuttering & Binding of reinforcement for LHS Abutment Counterfort wall, 2nd lift is under progress.
41/100
Instream Storage Structure, Khalpal
Present flow condition of river at Khalpal site water level RL 56.15 m.
42/100
Instream Storage Structure, Jharbeda
Present flow condition of river at Jharbeda site water level RL 192.2m.
43/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Casting of C.C Block (M15A40) is under progress in presence of Client & PSS Team.
44/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Slump testing M25A20 (Value 80 mm) of RHS Mid-pier, 5th lift done in presence of Client & PSS Team.
45/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Concreting M25A20 of RHS Mid-pier, 5th lift is under progress in presence of Client & PSS Team.
46/100
Instream Storage Structure, KansariGanda
Visit of Irrigation Eng. Expert along with Rushikulya River water is being directed through Left Side Undersluice of the lSS by excavating a leading channel to facilitate smooth flow of water..
47/100
Instream Storage Structure, KansariGanda
Visit of Irrigation Eng. Expert along with Rushikulya River water is being directed through Left Side Undersluice of the lSS by excavating a leading channel to facilitate smooth flow of water..
48/100
Instream Storage Structure, KansariGanda
Addl Chief Engineer, RB Basin, SE, BeID, Bam, along with team visited site ISS Kansariganda. Assessed the flood situation.
49/100
Instream Storage Structure, KansariGanda
Addl Chief Engineer, RB Basin, SE, BeID, Bam, along with team visited site ISS Kansariganda. Assessed the flood situation.
50/100
Instream Storage Structure, KansariGanda
cofferdam removing in progress
51/100
Instream Storage Structure, KansariGanda
water level 2.5RL
52/100
Instream Storage Structure, KansariGanda
cofferdam removing in progress
53/100
Instream Storage Structure, KansariGanda
Addl Chief Engineer, RB Basin, SE, BeID, Bam, along with team visited site ISS Kansariganda. Assessed the flood situation.
54/100
Instream Storage Structure, Khalpal
Testing of Compressive M20A20 (Strength is 29.49/mm2 for 28 days) of Barrage Bay No-2 Gravity floor and M25A20 (Strength is 34.17/mm2 for 28 days) of Pier No-11 (Starter) has done in presence of Client & PSS team.
55/100
Instream Storage Structure, Khalpal
Shuttering & Binding of reinforcement for LHS Abutment Counterfort wall, 2nd lift is under progress.
56/100
Instream Storage Structure, Khalpal
Present flow condition of river at Khalpal site water level RL 57.15 m.
57/100
Instream Storage Structure, Jharbeda
Present flow condition of river at Jharbeda site water level RL 192.1m.
58/100
Instream Storage Structure, Hamirpur
Testing of Compressive M25A20 (Strength is 30.84/mm2 for 28 days) of Pier No-5, 4th lift and (Strength is 21.78/mm2 for 07 days) of Pier No-24, 16th lift and (Strength is 31.14/mm2 for 28 days) of Pier No-3, 11th lift and M35A20 (Strength is 42.67/mm2 for 28 days) of Gantry Girder No-39 and (Strength is 42.40/mm2 for 28 days) of Deck slab (Bay No-10 & 11) and M15A40 (Strength is 13.18/mm2 for 07 days) of D/S Flared out wall PCC has done in presence of Client & PSS team .
59/100
Instream Storage Structure, Hamirpur
Pier No-26 R.H.S barrage bay gate groove 2nd stage embedded parts side guide erection work is in progress.
60/100
Instream Storage Structure, Hamirpur
Shuttering & Binding of reinforcement for U/S Flank wall, 10th lift at Block No-5 is under progress.
61/100
Instream Storage Structure, Hamirpur
Shuttering & Binding of reinforcement for Pier No-25 is under progress.
62/100
Instream Storage Structure, Hamirpur
Binding of reinforcement for Gantry Girder No-49 is under progress.
63/100
Instream Storage Structure, Hamirpur
R.D.U assembly frame welding work is in progress.
64/100
Instream Storage Structure, Hamirpur
Present flow condition of river at Hamirpur site water level RL 179.980m.
65/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE SANTEIBHANJA
Present status of river Samakoi at Santeibhanja site.
66/100
INSTREAM STORAGE STRUCTURE ACROSS RIVER SAMAKOI NEAR VILLAGE TELKOI
Present status of river Samakoi at Telkoi site.
67/100
Instream Storage Structure, Gochara
View showing flow of river from D/S side. The flow level is 229.000mt against design crest level 225.500 i.e. flood lift 3.5mt.
68/100
Instream Storage Structure, Gochara
View showing flow of river from U/S side. The flow level is 229.000mt against design crest level 225.500 i.e. flood lift 3.5mt.
69/100
Instream Storage Structure, Gochara
View showing flow of river from U/S to D/S (From U/S of river) .
70/100
Instream Storage Structure, Gochara
View showing flow of river from D/S.
71/100
Instream Storage Structure, Gochara
Staff quarter 1st floor out side brick wall work in progress..
72/100
Instream Storage Structure, Gochara
View showing flow of river from U/S to D/S (From U/S of river) .
73/100
Instream Storage Structure, Khirasasan
No Mechanical work due to rain
74/100
Instream Storage Structure, Khirasasan
Staff Quarter plastering work and 1 St floor slab shuttering work under Progress.
75/100
Instream Storage Structure, Khirasasan
The water level - 211.300 Against design crest level-210.900
76/100
Instream Storage Structure, Khirasasan
The water level - 211.300 Against design crest level-210.900
77/100
Instream Storage Structure, Khirasasan
Staff Quarter plastering work and 1 St floor slab shuttering work under Progress.
78/100
Instream Storage Structure, Khirasasan
The water level - 210.500 Against design crest level-210.900
79/100
Instream Storage Structure, Khirasasan
The water level - 210.500 Against design crest level-210.900
80/100
Instream Storage Structure, Khirasasan
CDU, RDU cover fixing work in progress
81/100
Instream Storage Structure, Khirasasan
Staff Quarter plastering work and 1 St floor slab shuttering work under Progress.
82/100
Instream Storage Structure, Khirasasan
The water level - 210.500 Against design crest level-210.900
83/100
Instream Storage Structure, Khirasasan
Staff Quarter plastering work and 1 St floor slab shuttering work under Progress.
84/100
Instream Storage Structure, Khirasasan
View showing flow of river from U/S to D/S of river.
85/100
Instream Storage Structure, Khirasasan
The water level - 210.500 Against design crest level-210.900
86/100
Instream Storage Structure, Khirasasan
The water level - 210.500 Against design crest level-210.900
87/100
Instream Storage Structure, Khirasasan
The water level - 210.500 Against design crest level-210.900
88/100
Instream Storage Structure, Khirasasan
The water level - 210.600 Against design crest level-210.900
89/100
Instream Storage Structure, Khirasasan
Staff Quarter plastering work and 1 St floor slab shuttering work under Progress.
90/100
Instream Storage Structure, Budharaja
Shuttering work is in progress at LHS D/S Flared-out Wall, 16th Step. RL: 219.00 to 219.600.
91/100
Instream Storage Structure, Budharaja
The flow level is 208.250 m against the design RL: 206.700, i.e., 1.55 m flood lift.
92/100
Instream Storage Structure, Budharaja
200 mm thick 40mm Aggregate is being laid and leveled at LHS U/S Boulder pitching.
93/100
Instream Storage Structure, Budharaja
200 mm thick sand filter is being laid and leveled at LHS U/S Boulder pitching.
94/100
Instream Storage Structure, Budharaja
Shuttering work is in progress at LHS D/S Flared-out Wall, 16th Step. RL: 219.00 to 219.600.
95/100
Instream Storage Structure, Budharaja
The flow level is 207.050 m against the design RL: 206.700, i.e., 0.350 m flood lift.
96/100
Instream Storage Structure, Budharaja
De-shuttering work is in progress at LHS D/S Flared-out Wall, 15th Step. RL: 218.400 to 219.00.
97/100
Instream Storage Structure, Budharaja
Coloring work is in progress on the interior of the staff quarters.
98/100
Instream Storage Structure, Budharaja
The flow level is 207.050 m against the design RL: 206.700, i.e., 0.350 m flood lift
99/100
Instream Storage Structure, Budharaja
Coloring work is in progress on the exterior of the staff quarters.
100/100
Instream Storage Structure, Budharaja
The flow level is 207.050 m against the design RL: 206.700, i.e., 0.350 m flood lift
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