1. Polavaram Irrigation Project
Progress during the period
12th Mar – 18th Mar 2018
Water Resources Department
#54 Virtual Review of Polavaram Project by Hon’ble Chief Minister Dt.19 March 2018
Polavaram Irrigation Project

2. Main Components Of Dam Works
Project status
Description
Completed
Overall
54.4%
Right main canal
91.0%
Left main canal
59.6%
Head works
41.2%
Head works – Main dam
Excavation for spillway & spill channel : lakh cum completed out of total lakh Cum (70%)
Concreting for spillway & St. Basin: 4.14 lakh cum (excluding 1.65 L Cum of crevices filling) completed out of lakh Cum (25.30%)
D’wall concreting done for Rm out of 1427 Rm (73.6%)
Fabrication of Radial Gates completed for 10,450MT out of MT (58%)
Jet Grouting for d/s Coffer dam completed for 1098m out of 1417m (78%)
Jet Grouting for U/s Coffer dam completed for 525 m out of 2050 m (25.6%)
PIP– Main Canals
RMC : Excavation completed for total length of Km (100%), Lining completed for KM out of Km (82%). Structures 182 completed.
LMC : Excavation completed for Km out of Km (78%), Lining completed for KM out of M (59%). Structures 137 Completed.
Main Components Of Dam Works
Completed
Spillway & Spill channel excavation & PH excavation(total Earthwork)
70%
Spillway & Spill channel
(total concrete)
11.80%
Diaphragm wall construction.
73.6%
Radial Gates fabrication
58%

3. CONSTRUCTION PROGRAMME OF DAM PACKAGE
As on Dt. 19 March 2018

4. This week’s Progress in Nutshell (12th March. to 18th March)
S.NO
DESCRIPTION
Total Qty
Completed
As on 18th Mar
This Month progress
( March,18)
Previous Week
THIS WEEK
BALANCE 1
Earthwork Excavation
L cum
782.81
5.37
1.26
4.01
332.78 2
Concrete Spillway & Stilling Basin
16.39
4.14
0.45
0.17
0.21
12.25 3
Trunion Casting
Nos 96 74 22 4
Arm Girders Fabrication
384 -
Nil 5
Horizontal Girders
192 6
Thrust Blocks 7
Trunion Pins 52 44 8
Trunion Brackets 15 42 9
Diaphragm wall m
1427
1049.6
42.8
18.8
19.2
377.4 10
Jet Grouting (D/s)
1417
1098
319 11
Jet Grouting (U/s)
2050
525
409.5
156
171
1525

5. PERCENTAGE COMPLETION
Excavation Status
PERCENTAGE COMPLETION
Left flank
Target Date Jun’ 2018
Balance Qty L Cum
Total Qty 131 L Cum
Total Qty 161 L Cum
Balance Qty Nil
Total Qty 448 L Cum
Balance Qty 63 L Cum
902 Hill
Godavari River
U/S Coffer dam
D/S Coffer dam
ECRF dam
Total Qty 50 L Cum
Balance Qty 31 L Cum
Approach Channel
Spill Channel
Pilot Channel
Spillway
Total Qty 124 L Cum
Balance Qty 29 L Cum
River diversion
26%
Target Date Jun’ 2018
Total Qty 163 L Cum
Balance Qty 70 L Cum
Target Date Jun’ 2018
Total Qty 163 L Cum
Balance Qty 70 L Cum
Qtty for CC Blocks &Embkt: L cum
Component
Target completion date
902 Hill
Bal Spill ch.
App. Ch.
Pilot Ch.
Total Qty
Completed
Balance
L cum
L Cum
L Cum
Legend
Completed
Critical
Non critical

6. Earthwork - Progress Achieved (Period 12th – 18th Mar’18)
Item
Total Involved Qtty.
Executed Qtty.
Balance Quantity as on 12th Mar - 18th Mar'18
Target from 12th Mar – 18th Mar '18
Progress achieved from 12th Mar - 18th Mar'18
Short fall
Balance Qty as on 19th Mar 2018
Spill Channel
902 Hill
163
92.86
70.14
0.44
2.36
69.70
Balance
448
381.51
66.49
3.57 --
62.92
CC Blocks
30.8
30.80 -
Embankment
7.79
Total
649.59
474.37
175.22
4.01
171.21
Pilot Channel 50
19.24
30.76
Spillway
161
Left Flank
124
94.67
29.33
1.40
Total ( Navayuga)
984.59
749.28
235.31
3.76
231.30
Approach Ch. (TTY)
131
29.52
101.48
2.38
Grand total
778.80
336.79
6.14
332.78
*Total Quantity involved including excavation for CC Blocks, Filters, Qtty for Embkt., etc

7. Revised Programme of Earthwork Excavation
Item
Bal Qty. ( L cum)
Apr-17
May-17
Jun-17
Jul-17
Aug-17
Sep-17
Oct-17
Nov-17
Dec-17
Jan-18
Feb-18
Mar-18
Apr-18
May-18
Jun-18
Jul-18
Aug-18
Sep-18
Oct-18
Nov-18
Dec-18
Spill Channel
902 Hill
69.70
Qty. Executed so far L Cum  
0.42 L cum/day
Balance
62.92
Qty. Executed so far L Cum  
0.38 L cum/day
CC Blocks
30.80
0.11 L cum/day
Embankment
7.79
0.05 L cum/day
Pilot Channel
30.76
Qty. Executed so far L Cum  
0.12 L cum/day
Left Flank
29.33
Qty. Executed so far L Cum  
0.22 L cum/day
TOTAL
231.30
1.02
1.25
1.08
0.28
Approach Channel
101.48
Qty. Executed so far L Cum  
0.35 L cum/day
332.78
1.37
1.60
1.43
0.63

8. Details of Concrete Works
Revised Dt. 19 March 2018
Name of the Component
Total Quantity involved (L.Cum)
Executed by M/s Transstroy
(L.Cum)
Executed by M/s Navayuga
Total Executed
Balance Quantity
Remarks
Spill Way
(Body wall)
11.95
2.43
0.53
2.96
8.99
41 Blocks tackled out of 53
Stilling Basin
(including Divide wall, Training wall, Fish ladder & Apron)
4.44
0.91
0.27
1.18
3.26
Total blocks (21.5 x 21.5m): 245 nos.
101 nos completed
Sub-total
16.39
3.34
0.80
4.14
12.25
Spill channel
( CC Blocks)
18.75
Design of CC Blocks to be approved.
Grand Total
35.14
31.00
Undulations/ Crevices filled up
1.65 -

9. Stilling Basin Physical Status of Spill Way & Stilling Basin Concrete
Component
Total Qty.
Executed
Balance
Spillway
11.95L cum
(*1.37) L cum
8.99 L cum
Stilling Basin
4.44 L cum
* L cum
3.26 L cum
Total
16.39 L cum
L cum
12.25 L cum
Stilling Basin
Completed(101)
Planned/progress (19)
* Crevices/undulations

10. Progress for the period : 21383 cum
This Month(Mar,2018)Cumulative : cum
Cumulative in Feb‘18 : 40,077 cum
Cumulative in Jan‘18 : 25,500 cum
Cumulative in Dec ‘17 : 55,685 cum
Cumulative in Nov : 44,651 cum
Cumulative in Oct : 57,156 cum
Cumulative in Sep : 60,950 cum
Cumulative in Aug : 64,559 cum
Cumulative in July : 78,860 cum
Cumulative in June : 33,529 cum
Cumulative in May : 30,063 cum
Cumulative in Apr : 19,754 cum
Cumulative in Mar : 17,832 cum
Cumulative in Feb : 3,118 cum
Cumulative in Jan‘17 : 2,076 cum
Cumulative in Dec’ : cum
Total spillway qtty. : L Cum
Total Executed : *1.65 L Cum
Balance : L Cum
* Crevices/undulations

11. SPILLWAY CONCRETE PROGRAMME/PROGRESS BY NAVYUGA
REVISED PROPOSALS AS PER M/S NEC
SPILLWAY CONCRETE PROGRAMME/PROGRESS BY NAVYUGA

12. SPILLCHANNEL CONCRETE PROGRAMME

13. Qtty. Achieved during the period Total Executed Qtty. So far
Progress of Diaphragm Wall
during the period 12th Mar – 18th Mar 2018
ch.58m to m
S.No
Item
Total Quantity
Executed
Balance as on 12th Mar’ 18
Target for the period
Qtty. Achieved during the period
Short fall
Total Executed Qtty. So far
Qty.
12th Mar – 18th Mar’18
( as on 18th Mar’18) 1
Trenching in soils (Sqm)
65,130
43,553
21,577
1300
1360 --
44,913 2
Trenching in Rock Cut (Sqm)
2,982
2,038
944 40 44
2,082 3
Completed D’wall length (m)
1427
1,030.4
396.6 20
19.2
0.8
1,049.6
Total no. of Panels : 400 , Completed : 275 Nos.

14. CONSTRUCTION SCHEDULING FOR THE WORK OF ECRF DAM AND COFFER DAMS
S.NO
Task Name
Duration
Start
Finish
2018
2019
Mar
Apr
May
Jun
July
Aug
Sep
Oct
Nov
Dec
Jan
Feb
SCHEDULE FOR ECRF Dam & COFFER DAMS
670 days
Mar-18
Dec-19 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
U/s & D/s Cofferdam
365 days
Mar-19 i
Submission of Design and drawings
0 days
Feb-18 ii
Approval of Design & drawings by CWC
91 days
May-18
3 Months
iii
Formation of D/s Cutoff ( in river portion)
60 days
Jun-18
2 Months  iv
Formation of U/s Cutoff
121 days
4 months  v
Formation of U/s Cofferdam
181 days
Oct-18
6 months  vi
Formation of D/s Cofferdam
122 days
Jan-19
Gap-II ( ECRF Dam)
Apr-18
2 months 
Jul-18
a. Diaphgram wall ( Balance work)
3 months 
b. Vibro Compaction
274 days
Dec-18
2 months
c. Vibro stone column
d. Formation of hearting & rock fill embankment
456 days
15 months
VII
e. Finishing works
Sep-19
4 months

15. Schematic Diagram of Hydraulic Gates

16. Programme & Progress - Gate Leaf
Elevation: M
S.No
Description of Item
Total quantity required
Executed quantity as on 11thMar
Programme for this week
Achieved for this week
Shortfall
Balance as on 19th Mar’18
Remarks 1
Skin plate assemblies
48 sets -
Completed 2
Side guide assemblies
After Embedded parts fixed in concrete 3
Seal assembly with SS bolts 4
Horizontal girders
192 Nos 5
Arms girders
384 Nos 6
Horizontal girder bracings
Steel awaited 7
Trunnion (48 L + 48 R)
96 Nos
73 Nos 22 8
Trunnion Pins
51 Nos 44 9
Self lubricating Bushes
16 Nos 80
To be imported from Japan
Brackets (48 L + 48 R)
48 Nos 42 10
Sub Assemblies : 48L + 48R
Arm assembly with trunnion
57 Nos 38
Bush fitting with trunnion
Trunnion with bush pin & bracket assembly
2 Nos 93

17. Hydraulic Hoist River Sluice Gates
Elevation: M
S.No.
Description of Item
Total quantity required
Executed/ Received quantity
Programme for this week
Achieved for this week
Balance
Remarks 1
Receipt of hydraulic cylinders from Germany
96 No -
Drawings under finalization at CWC
Spillway Stop log Gates
Elevation: M
S.No
Description of Item
Total quantity required
Executed/ Received quantity
Programme for this week
Achieved for this week
Balance
Remarks 1
Embedded parts
48 vents -
Design pending at CWC 2
Stoplog elements
5 sets
River Sluice Gates
Elevation: M
S.No
Description of Item
Total quantity required
Executed/ Received quantity
Programme for this week
Achieved for this week
Balance
Remarks 1
Embedded parts
10 sets -
Steel to be obtained for Liners by Agency. 2
Gate leaf
10 sets
Drawings to be approved by CWC. 3
Hydraulic hoist
Drawings to be approved by CWC

18. Progress of Jet Grouting during the period (12th Mar – 18th Mar’18)
S.No
Item
Total Quantity
Executed
Qty.
Balance as on 12th Mar 2018
Target for the period
Qtty. Achieved during the period
Short fall
Total Executed Qtty. So far
( as on 18th Mar 2018)
Jet Grouting for Down stream Coffer Dam 1.
Jet Grouting Columns ( No)
945
733
212 -- 2.
Length of Jet Grouting (Rmt)
1417m
1098
**319
Jet Grouting for Upstream Coffer Dam
1367
236
1131
120
114 6
350
2050 m
354
*1696
180
171 9
525
* 400m of River lean flow width is involved
** will be taken up after River diversion during March 2018.

19. Status of Designs Item Total involved Approved by CWC
Designs Pending At
Yet to be submitted by Agency
Agency
WRD
CWC
Total
SpillWay 18 7 4 3
ECRF Dam 17 2 11
Hydraulic Gates 5 1
total 42 14 8 19 9

20. DETAILS OF DESIGNS – PENDING STAGE
SL NO
DESCRIPTION
PENDING AT 1
DIVIDE WALL
CWC 2
NOF
AGENCY 3
FISH PASS 4
TRAINING WALL 5
DEEPER STILLING BASIN 6
TRUNNION BEAM ANCHORAGE SYSTEM 7
GENERAL ARRANGEMENT
ECRF DAM AND SPILL CHANNEL PENDING DRAWINGS
SLOPE STABILITY OF ABUTMENT HILLOCKS
DESIGN OF GAP 1 EARTHEN DAM
DESIGN OF GAP 3 DAM
ALIGNMENT OF SPILL CHANNEL
HYDRAULIC DESIGN OF SPILL CHANNEL
HYDRAULIC DESIGN OF APPROACH CHANNEL
HYDRAULIC DESIGN OF PILOT CHANNEL 8
DESIGN OF U/S COFFER DAM 9
DESIGN OF D/S COFFER DAM 10
DESIGN OF STONE COLUMN 11
DESIGN OF SPILL CHANNEL BRIDGE
IIT- DELHI
GATES PENDING DRAWINGS
HYDRAULIC HOIST

21. DRAWING TO BE SUBMITTED BY AGENCY
Contd..
DETAILS OF DESIGNS – PENDING STAGE
DRAWING TO BE SUBMITTED BY AGENCY
SPILLWAY DRAWING TO BE SUBMITTED 1
SLOPED BODY WALL
AGENCY 2
KEY BLOCK 3
ABUTMENT BLOCK 4
SPILLWAY BRIDGE
ECRF DAM AND SPILL CHANNEL DRAWING TO BE SUBMITTED
DESIGN OF ECRF DAM
DESIGN OF CC BLOCK SPILL CHANNEL
DESIGN OF PROTECTION WORKS
DESIGN OF SPILL CHANNEL EMBANKMENT
GATES DRAWING TO BE SUBMITTED
GANTRY CRANE

22. Works to be completed for Flood Diversion through Spillway
Reservoir Storage level
Main items to be Completed
Total Amount
Expenditure Incurred
Amount Required for completion
+41.15m
Spillway
988.79
298.20
690.59
Radial Gates
456.37
69.03
387.34
Spill Channel
805.94
Approach Channel
240.51
83.96
156.55
Pilot Channel
45.59
10.11
35.48
U/s and D/s Coffer Dams
211.62
---
Protection works
28.04
Gap III
1.57
Gap I
47.42
Spill channel bridge
46.07
Diaphragm wall
462.20
264.29
197.91
LA&RR
Total

23. Polavaram Irrigation Project – Reimbursement Details
Rs. in Crores
Total Expenditure incurred up to February,2018
Expenditure incurred after declaration as National Project up to February,2018
Amount Reimbursed to the GOAP till date
Amount to be Reimbursed

24. LA and R&R Status (L.A, Submergence, Land to Land and Housing)
For EL m (FRL)
COMPONENT
TOTAL INVOLVED
COMPLETED
BALANCE
Physical
Financial (Rs. In Crs) LA
R&R
98818
3348
212.55
95470
TOTAL

25. LA and R&R Status (L.A, Submergence, Land to Land and Housing)
For EL m
COMPONENT
TOTAL INVOLVED
COMPLETED
BALANCE
Physical
Financial (Rs. In Crs)
W.G District
L.A
(In Acres)
R&R
(No. of PDFs)
12449
2584
160.00
9865
TOTAL
E.G District
413.00
267.00
190.00
145.00
8104
764
52.55
7340
319.55
Grand Total

26. Quality Control tests Conducted during 12th Mar – 18th Mar’18
Sno
Component
Name of the Test
No. of Tests to be Conducted as per BIS Code
No. of Tests Conducted during the period
Remarks A
SPILLWAY 1
Tests on Cement
Fineness 3
All the tests conducted during this week satisfied the standards.
Consistency tests
IST and FST
Compressive Strength 4 2
Tests on Fine Aggregate
Fineness Modulus 7
Silt Content
Tests on Coarse Aggregate
Gradation 21
Crushing value
Flakiness & Elongation
Los Angles Abrasion Value 14
Aggregate Impact Value

27. Quality Control tests Conducted during 12th Mar – 18th Mar’18
Sno
Component
Name of the Test
No. of Tests to be Conducted as per BIS Code
No. of Tests actually Conducted
Remarks 4
Tests on Steel
Tensile strength -
Tests completed as per standards
Yield Sterength
Elongation 5
Concrete Cubes
Compressive Strength
286
All the tests conducted during this week satisfied the standards. B
Jet Grouting 1
Bentonite
Density 7 8
Viscosity 2
Neat Grout
200
230
Bleed 28 30

28. Quality Control tests Conducted during 12th Mar – 18th Mar’18
Sno
Component
Name of the Test
No. of Tests to be Conducted as per BIS Code
No. of Tests actually Conducted
Remarks 3
Spoil Return
Density 48 60
All the tests conducted during this week satisfied the standards.
Bleed 4
UCS
Stress 5
Permeability
Flow  30 C
Diaphragm wall 1
Aggregate Grain Size 16 26
143
146
CCS 14 18

29. THANK YOU