project rehabilitation report of karanja dam,
TRANSCRIPT
Project Rehabilitation Report
of Karanja Dam, Karnataka Water Resources Department
Doc. No.: CDSO_DSR_PRR_ KA06MH0153_KaWRD_v1.0
May 2019
Central Water Commission
Ministry of Water Resources,
River Development & Ganga Rejuvenation
Government of India
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Quality Control:
Version Date Writers/Contributors Checked by
1 15/05/2019 Dr. Hadush S Hagos (HSH) Pankaj Kumar Awasthi (PKA Anil Kumar Verma (AKV)
Rajiv Kumar Sawarn
Issued/Copied to:
I/C Date Name Organisation
Issued 23/05/2019 Shri. Pramod Narayan Central Water Commission
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Abbreviations
DRIP Dam Rehabilitation & Improvement Project
CWC Central Water Commission
CPMU Central Project Management Unit
CSV Construction Site Visit
SPMU State Project Management Unit
IA Implementation Agency
PIC Project Identification Code
DSRP Dam Safety Review Panel
PST Project Screening Template
DFR Design Flood Review
MSL Mean Sea Level
FRL Full Reservoir Level
MWL Maximum Water Level
TBL Top Bund Level (Top Level of Dam)
MDDL Maximum Draw Down Level
LSL Lowest Sill Level
DSL Dead Storage Level
U/S Upstream
D/S Downstream
El. Elevation
L/B Left Bank
R/B Right Bank
PMF Probable Maximum Flood
SPF Standard Project Flood
CD Works Cross Drainage Works
VRB Village Road Bridge
WBM Water Bound Macadam
NDT Non Destructive Testing
DHARMA Dam Health And Rehabilitation Monitoring Application
O & M Operation and Maintenance
EAP Emergency Action Plan
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ESMF Environmental and Social Management Framework
E & S specialists Environmental and Social Specialists
HM Works Hydro-Mechanical Works
EM Works Electro-Mechanical Works
SCADA Supervisory Control and Data Acquisition System
DG Set Diesel Generator Set
MW Mega Watt
MU Million units
Ha Hectare
MCM Million Cubic Metre
Deg. Degree
Min. Minute
Sec. Second
CM Construction management
QC Quality control
m meter
m3 Cubic meter
m3/sec Cubic meter per second
Km2 Square kilometre
Mcm Million cubic meter
TNWRD Tamil Nadu Water Resource Department
TANGEDCO Tamil Nadu Generation and Distribution Corporation
KWRD Kerala Water Resource Department
KSEB Kerala State Electricity Board
MPWRD Madhya Pradesh Water Resource Department
UJVNL Uttarakhand Jal Vidyut Nigam Limited
DVC Damodar Valley Corporation
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DRIP Component Wise Project Cost
KaWRD Initial/Revised Projects & Cost
BACKGROUND
In April 2012, the Central Water Commission
(CWC) with assistance from the World Bank,
embarked upon a six year Dam
Rehabilitation and Improvement Project
(DRIP) at a preliminarily estimated initial cost
of Rs.2100 Crore targeting rehabilitation and
improvement of about 250 dams initially of
six, later of nine implementing agencies -
namely: MPWRD, OWRD, TNWRD,
TANGEDCO, KWRD, KSEB, KaWRD,
UJVNL and DVC.
In June 2018, the project was extended by
two years, until June 2020. The current
revised cost for DRIP is Rs.3466 Crore out of which Rs. 2920.5 Crore is allocated for
Component 1 (Rehabilitation and Improvement of Dams and Associated Appurtenances),
Rs.232.5 Crore for Component 2 (Dam Safety Institutional Strengthening), and Rs.313 Crore
for Component 3 (Project Management). Appropriate assistance is also provided under
DRIP to develop O & M Manuals and Emergency Action Plans (EAP) for these dams. The
project also promotes new technologies and improves institutional capacities for dam safety
evaluation and implementation at the Central and State levels as well as in some identified
premier academic and research institutes in the country. The actual total number of dams
under DRIP stands at 223.
The Implementing Agencies for DRIP are the Water Resources Departments and State
Electricity Boards in the participating States and Damodar Valley Corporation (DVC) with
Central Water Commission at Central Level. State Implementing Agencies are responsible
for implementation of works of dams under their charge. Co-ordination and management of
such works within a State rests with the
concerned State Project Management
Unit (SPMU). Overall project oversight
and coordination is carried out by Central
Project Management Unit (CPMU) headed
by the Project Director with assistance of
an Engineering and Management
Consultant.
Karnataka Water Resource Department
(KaWRD) joined DRIP in August 2014
with initial number of dams totalling 31.
Later, KaWRD dropped 9 dams and
continuing in DRIP with 22 dams.
Preliminarily estimated initial DRIP project
cost for KaWRD was Rs.276.1 Crore and
the revised actual current project cost is
Rs.581.2 Crore.
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Table of Contents
Abbreviations ............................................................................................................ i
1. EXECUTIVE SUMMARY .................................................................................. 1
2. PROJECT DETAILS ......................................................................................... 2
2.1 Project Description .......................................................................................................... 2
2.2 Project Location ............................................................................................................... 2
2.3 Project Benefits ................................................................................................................ 3
2.4 Dam and Reservoir Features (Before rehabilitation under DRIP) ............................... 3
2.5 Any Emergency Spillway, Fuse Plug etc. ...................................................................... 4
2.6 Details of previous dam incidents, if any ...................................................................... 4
2.7 PST Details ....................................................................................................................... 5
2.8 DSRP, CPMU and World Bank Recommendations and Compliance ......................... 5
2.9 Scope of Rehabilitation Works as per PST ................................................................... 5
2.10 Drawings ......................................................................................................................... 14
3. DAM VISITS (PST Stage) .............................................................................. 21
3.1 Dam Inspections ............................................................................................................ 21
3.2 Summary of observations made by CPMU ................................................................. 21
4. DESIGN FLOOD REVIEW (DFR) ................................................................... 21
4.1 DFR Outcome ................................................................................................................. 21
4.2 Brief Summary of Review.............................................................................................. 21
4.3 Recommendations ......................................................................................................... 22
5. REHABILITATION WORKS CARRIED OUT ................................................. 22
5.1 Summary of Investigations ........................................................................................... 22
5.2 Main Dam Works ............................................................................................................ 22
5.3 Basic facilities ................................................................................................................ 22
6. INSTRUMENTATION ..................................................................................... 23
6.1 List of existing instruments installed in dam and their condition ............................ 23
6.2 Details of new instruments installed ........................................................................... 23
6.3 CPMU Recommendations ............................................................................................. 23
7. PROCUREMENT OF WORKS ....................................................................... 24
7.1 Package wise details ..................................................................................................... 24
7.2 Details of Bidding process............................................................................................ 25
7.3 Reason for Variation, if any .......................................................................................... 25
7.4 Litigation / Arbitration, If Any ....................................................................................... 25
8. THIRD PARTY CONSTRUCTION SUPERVISION VISITS BY CPMU ........... 25
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8.1. Summary of Visits undertaken .................................................................... 25
8.2. Summary of Third Party Material Testing ................................................... 25
8.3. Summary of Major Recommendations ........................................................ 25
8.4. Summary of Compliance by SPMU ............................................................. 27
8.5. Special Visits made by CWC/World Bank/Expert Committee ................... 27
8.6. Summary of Technical Assistance provided by CPMU ............................. 27
9. ENVIRONMENTAL AND SOCIAL MANAGEMENT FRAMEWORK (ESMF) 28
9.1 Basic Details ................................................................................................................... 28
9.2 Summary of Observations ............................................................................................ 28
9.3 Details of ESMF/EIA study (if any) ............................................................................... 28
10. OTHER NON-STRUCTURAL INTERVENTIONS ........................................... 30
10.1 Basic Details ................................................................................................................... 30
10.2 Summary of Observations ............................................................................................ 30
11. PENDING REHABILITATION WORKS .......................................................... 30
11.1 Details of pending works .............................................................................................. 30
11.2 Further course of action................................................................................................ 30
12. REFERENCES ............................................................................................... 30
Annex A: PST Approval Letter .............................................................................. 31
Annex B: Drawings issued for Rehabilitation measures .................................... 35
Annex C: Completion Certificate .......................................................................... 41
Annex D: Third Party QC Tests ............................................................................. 45
Annex E: ESMF OK Card ....................................................................................... 53
Annex F: Photographs Before and After Rehabilitation Works ......................... 57
Annex G: DBA and Inundation Maps .................................................................... 71
LIST OF FIGURES
Figure 2-1: Index Map of Karanja Dam. ................................................................................................ 14
Figure 2-2: Google Map of Karanja Dam. ............................................................................................. 15
Figure 2-3: Water Catchment Map of Karanja Dam. ............................................................................ 16
Figure 2-4: Layout Map of Karanja Dam. .............................................................................................. 17
Figure 2-5: Longitudinal Section of Karanja Dam. ................................................................................ 18
Figure 2-6: Typical Cross Section of Karanja Earth Dam. .................................................................... 19
Figure 2-7: Spillway Cross-section of Karanja Dam. ............................................................................ 20
Project Rehabilitation Report of Karanja Dam
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1. EXECUTIVE SUMMARY
This Project Rehabilitation Report (PRR) is for Karanja Dam, which is one of the 22
dams under DRIP in Karnataka. The Dam Safety Review Panel (DSRP) inspected
the dam on 8th July 2015 and recommended both structural & non-structural
measures to be taken up by the dam authorities.
DSRP main recommendations included reaming of porous and foundation drains
inside the gallery; provision of horizontal collector drain on dam crest and chute
drains on dam d/s slope; repair of disturbed riprap in selected sections; restoration of
dam crest width in selected sections; removal of anthills on dam d/s slope;
installation of V-notch weir; repair of damaged spillway glacis; replacement of leaking
spillway gate rubber seals; removal of vegetation on spillway structure and repair of
the joints where vegetation had grown; renovation of spillway and sluice gates and
hoisting mechanism including painting, oiling and greasing, provision of trash racks at
entry of sluice vents. Non-structural measures included review of design flood,
preparation of EAP and O&M manual.
In 1989, the dam crest was raised by 2m from 587.15 m to 589.15 m to
accommodate a revised design flood at the time from 8,637 m3/s to 13,281 m3/s. The
latest revised design flood (PMF) under DRIP is 18,761 m3/s with the original design
flood being 13,281 m3/s. Flood routing study carried out by CPMU for the revised
design flood resulted in a MWL of 585.66 m. However, based on the data in the
PST, the MWL is at 587.1 m. Hence, the available free board is 2.05 m (= 589.15 –
587.1), which fulfils the minimum recommended 1.50 m for embankment dams as
per IS 10635.
Following DSRP recommendations, rehabilitation works carried out under DRIP
included:
Reaming of porous holes and foundation drains inside the gallery,
Reconstruction of dry stone rock toe and improvement to V-notch chamber,
Construction of chute and longitudinal drains on dam downstream slope,
Turfing on dam downstream slope,
Providing security barbed wire fencing,
Arresting of leakage on right and left bank sluice gates,
Improvements to Existing Road Adjacent to Bund on Left Side and Right Side
of Downstream
Renovation of spillway and sluice gates as well as hoisting systems including
painting, oiling and greasing,
Construction of manhole covers for toe drain.
The rehabilitation works were executed under 1 contract at a total completion cost of
Rs. 307.21 Lakhs.
The SPMU carried out dam break analysis and prepared inundation maps, which
were reviewed and approved by CPMU.
EAP and O&M manual are currently under preparation by the SPMU as per guideline
published by CWC under DRIP.
Project Rehabilitation Report of Karanja Dam
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2. PROJECT DETAILS
The Karanja dam is located across Karanja River in Bidar district, Karnataka state at
Latitude of 17º53’00” N and Longitude of 77º19’00” E. It was completed in the year
1988-89. In 1989, the dam crest was raised by 2 m from 587.15 m to 589.15 m to
accommodate a revised design flood at that time.
Karanja dam is masonry cum earth dam, its total length is 3587.5m, which comprise
of an earthen dam 3,480 m long and 4.0 m dam crest width. It has 107.5 m long
spillway with 6 nos. radial gates having discharge capacity of 7078.14 m3/s.
The TBL, FRL, original MWL and Spillway Crest level are at EL 589.15 m, 584.15 m,
587.15 m and 574.15 m, respectively. The gross storage at FRL is 217.78 MCM (or
7.691 TMC).
2.1 Project Description
Sl. No.
Item Details
a. Project Identification Code (PIC) KA06MH0181
b. Project Name Karanja Dam
c. River Basin Godavari
d. Sub River Basin Manjra
e. River/Stream Karanja
f. Catchment area (km2) 2025.28
g. Year of commencement of project 1969-70
h. Year of completion of project 1988-89
2.2 Project Location
Sl. No.
Item Details
a. State Karnataka
b. District Bidar
c. Earthquake Zone II
d. Survey of India Map Ref No’s G-5/G-6
e. Nearest City Bidar
f. Nearest Airport Hyderabad
g. Nearest Railhead Bidar
h. Name of Immediate U/S Project Kottur Barrage
i. Name of Immediate D/S Project Singure Dam
j. Latitude in Deg., Min, Sec. (North) 17º53’00”
k. Longitude in Deg., Min, Sec. (East) 77º19’00”
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2.3 Project Benefits
Sl. No. Item Details
a. Type of Project Irrigation
b. Gross Command Area (Ha) 29227
c. Culturable Command Area (Ha) 29227
d. Annual Irrigation Potential (Ha) 22793
e. Hydropower –
Installed Capacity (MW) Nil
f. Hydropower –
Firm Power (MW) Nil
g. Hydropower –
Average Annual Generation (MU) Nil
h. Domestic/Municipal/Industrial Water –
Annual Quantum (MCM) 29.728 (1.05 TMC)
i. Domestic/Municipal/Industrial Water –
Area and Population Benefitted
Bhalki,Bidar,Humnabad & Chitguppa with enroute villages
j. Flood Protection –
Flood Protected Area (Ha) Nil
k. Flood Protection –
Details of Area Benefitted Nil
l. Details of Tourism/Recreational Facilities Nil
2.4 Dam and Reservoir Features (Before rehabilitation under DRIP)
Sl. No.
Item Details
a. Full Reservoir Level (m) 584.15
b. Original Maximum Water Level (m) 587.15
c. Gross Reservoir Storage Capacity at FRL (Mm
3 )
217.78
d. Live Storage Capacity (Mm3 ) 207.03
e. Revised Live Storage Capacity, if any
(Mm3 )
-
f. Date of bathymetric survey, if any -
g. Dam Type Earthfill Cum Masonry Dam
h.
Length of Dam at Top (m)
i) Total length of the main dam
ii) Length of embankment dam
iii) Length of masonry/concrete dam
3587.5
3480
107.5 (central masonry dam/spillway)
i. Number and length of dykes (No. & m) Nil
j. Top of dam (El. in m.) 589.15
k. Top Level of Upstream Parapet Wall of 590.0
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Sl. No.
Item Details
main dam (El. in m.)
l.
Height of Dam (m)
i) Embankment dam – above river bed level (up to dam top without camber)
ii) Concrete/Masonry dam – above deepest foundation level (up to dam top)
20.70
28.70
m Top width of main dam (m) 4.0 – Embankment dam
7.5 – Masonry dam
n. Spillway details
i) Location Middle (CH 1560 m to CH 1667.5 m)
ii) Type of spillway Ogee
iii) Length of spillway (m) 107.5
iv) Spillway crest level (m) 574.15
v) Type of Gate Radial
vi) Number and size of gates (no. and
m. x m.) 6, 15 x 10
vii) Number and thickness of piers (no.
and m. x m.) 5, 3.4 m thick
o.
Outlet/Sluice details
i) In Embankment dam
Number
Size (Width (m). x Height (m).)
Location
Invert level El. (m)
Discharging capacity (m3/s)
ii) In Concrete/Masonry dam
Number
Size (m. x m.)
Location
Invert level El. (m)
Discharging capacity (m3/s)
2 (LBC, RBC)
1.0 m x 1.0 m, 2.75 m x 2.00
CH 1070 m, CH 2790 m
575.15 m, 575.15 m
1.98, 16.93
Nil
Note: All elevations are above MSL
2.5 Any Emergency Spillway, Fuse Plug etc.
Nil
2.6 Details of previous dam incidents, if any
Nil
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2.7 PST Details
Sl.
No. Item Date/Cost Remarks
a. PST first received from SPMU 02/09/15
b. Proposed PST Cost (INR in Lakhs) 475.0
c. First review by CPMU -
d. Final review by CPMU 29/09/15
e. World Bank Approval 27/10/15 E- mail dated 27/10/2015
f. Approved PST Cost (INR in Lakhs) 450.0
2.8 DSRP, CPMU and World Bank Recommendations and Compliance
2.8.1 DSRP Recommendations and Compliance
Compliance to DSRP recommendations as submitted by SPMU/dam authorities is
shown on pages 15 to 22 below.
2.8.2 CPMU/World Bank Recommendations and Compliance
WB Comments are in line with DSRP comments specially related to repair of
damaged part of the spillway glacis. The SPMU compliance to this comment is as
given in item 29 of the compliance to DSRP comments (see item 29, page 20).
2.9 Scope of Rehabilitation Works as per PST
(a) Remedial Measures (Structural)
i. Reaming the body holes and foundation holes in drainage gallery.
ii. Re-construction of dry stone rock toe,
iii. providing revetment on d/s and u/s
iv. Improvement to V-notch chamber.
v. Providing and fixing rainwater drain and jungle clearance on downstream
vi. Strengthening and arresting of leakages of right bank and left bank sluice gates.
(b) Basic Facilities
vii. Improvement to existing road from main entrance gate to stilling basin.
viii. Improvement to existing road adjacent to bund.
ix. Replacement & augmentation of instrumentation system.
x. Providing CC camera at dam site.
(c) Non-structural Measures
xi. Design flood studies, flood routing study, preparation of EAP, dam break analysis, preparation of inundation maps, preparation of O&M manual; and stability analysis of dam.
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2.10 Drawings
Figure 2-1: Index Map of Karanja Dam.
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Figure 2-2: Google Map of Karanja Dam.
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Figure 2-3: Water Catchment Map of Karanja Dam.
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Figure 2-4: Layout Map of Karanja Dam.
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Figure 2-5: Longitudinal Section of Karanja Dam.
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Figure 2-6: Typical Cross Section of Karanja Earth Dam.
(In 1989, the dam crest was raised by 2 m from 587.15 m to 589.15 m)
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Figure 2-7: Spillway Cross-section of Karanja Dam.
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3. DAM VISITS (PST Stage)
3.1 Dam Inspections
Sl. No.
Item Date of visit Remarks
a. Dam Safety Review Panel (DSRP) 8 July 2015
b. Site Visit made by CPMU experts 8 Oct 2015
3.2 Summary of observations made by CPMU
The following main points are recommended to be considered for development of a
final design and in preparation of the tender documents:
A survey with cross-sections is required to detail areas of the embankment
needing work and can then be used for developing a final design to bring the
embankment to design lines and grades and formation of the proposed rock
toe and toe drain.
Proposed embankment repairs require layout maps and detail drawings
indicating limits and extents of the works to be tendered.
The gallery works should include repair of the original gravity drain to ensure
a dry environment. Porous and foundation drains are to be reamed as
proposed. The porous drains require installation of J-traps in accordance with
IS codes. These traps will minimize entry of air, which causes formation of
calcination and calcareous deposits.
CPMU recommends a full disclosure on all environmental impacts along with
the Contractor’s mitigation measures. All mitigation measures are
recommended to be included in the tender documents to ensure mitigation
measures are implemented.
4. DESIGN FLOOD REVIEW (DFR)
4.1 DFR Outcome
Sl. No.
Item Original
Value
Revised
Value Remarks
a. Inflow Design Flood (m3/s) 13,281 18,761 PMF
b. Spillway Capacity / Routed Outflow (m
3/s)
7,078.14 7,571.66 Flood routing
study by CPMU
c. Maximum Water Level (m) 587.1 585.66 TBL = 589.15
4.2 Brief Summary of Review
In 1989, the dam crest was raised by 2 m from 587.15 m to 589.15 m to accommodate a revised design flood at the time from 8,637 m3
/s to 13,281 m3/s. The
latest revised design flood (PMF) under DRIP is 18,761 m3/s with the original design
flood being 13,281 m3/s. Flood routing study carried out by CPMU for the revised
design flood resulted in a MWL of 585.66 m. However, based on the data in the PST, the MWL is at 587.1 m. Hence, the available free board is 2.05 m (= 589.15 – 587.1), which fulfils the minimum recommended 1.50 m for embankment dams as per IS 10635.
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4.3 Recommendations
Structural measures - Nil.
Non-structural measures - EAP & O&M.
5. REHABILITATION WORKS CARRIED OUT
5.1 Summary of Investigations
Sl. No.
Item Details Remarks
a. Geo-Physical Investigations
NA b. Geo-Technical Investigations
c. Hydraulic Model Studies
d. Under-Water Scanning
5.2 Main Dam Works
Sl. No.
Item Details Remarks
a. Works from hydrological angle Design flood review Design flood Completed.
b. Resetting of disturbed upstream pitching (rip-rap)
Upstream side revetment correction and construction of
template wall Completed
c. Repairs to d/s toe drains, provision of V-Notches for seepage measurements
Construction of lead off drain at dam top and chute drains
on dam d/s slope Completed
d. Repairs / provision of d/s rock toe Provision of d/s rock toe Completed
e. Provision for d/s turfing Turfing on d/s dam slope Completed
f. Re-drilling / Reaming of drainage holes in the dam body and in the foundations
Reaming of porous and
foundation drains inside
gallery
Completed
g. Works because of Seepage / leakage issues
Arresting leakage in RBC and
LBC Completed
h. Hydro-mechanical works Re-construction of dry
stone rock toe Completed
i. Main spillway gates & hoists Repair of spillway gates,
rubber seal, walkway Completed
ii. Outlet gates & hoists Repair of RBC and LBC sluice
gates Completed
i. Other miscellaneous works d/s of embankment dam
Casting of concrete manhole covers;
Completed
5.3 Basic facilities
S/N Item Details Status
a. b. Roads Construction of approach road Completed
b. c. Others Improvements to V-notch Completed
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6. INSTRUMENTATION
6.1 List of existing instruments installed in dam and their condition
V-notch weir.
6.2 Details of new instruments installed
Nil.
6.3 CPMU Recommendations
Nil.
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7. PROCUREMENT OF WORKS
7.1 Package wise details
Work Package No.
Name of Works
Estimated
Cost
(INR in Lakhs)
Procurement
Method
Invitation for bids / NIT Issue
date
Pre-Bid Meeting
date
Bid Opening
date
Contract Agreement
No.
Contract Agreement
date
Contractor’s Name &
Address
Scheduled
Duration (Months)
Scheduled Completio
n date
Contract /
Award Value
(INR in Lakhs)
Completion Cost (INR in Lakhs)
Actual Date of
Completion
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1
Dam Rehabilitation and Improvement Works to Karanja Dam Under World Bank aided DRIP
program
302.8 NCB 05/03/16 06/04/16 19/12/15 No. 989/
2016-17 DT: 14/12/2016
Sri G.D.Lamani,
Class-I Contractor R/o E/33
Ramnagar Tande, E-Gudisalar, Shorapur,
Dist: Yadgir
12 13/12/17 323.97 307.21 21/11/18
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7.2 Details of Bidding process
As per details in the above table.
7.3 Reason for Variation, if any
SPMU reported Rs. 70.19 lakhs savings due to change in scope of work during
construction.
7.4 Litigation / Arbitration, If Any
No litigation.
8. THIRD PARTY CONSTRUCTION SUPERVISION VISITS BY
CPMU
8.1. Summary of Visits undertaken
Sl. No. Date of visit Transmittal details of CSV Report
a. 11-07-2017 4900 / 16-08-2017
b. 10-10-2017 530 / 29.11.2017
c. 26-03-2018 5612 / 17-05-18
d. 25-07-2018 6210 / 10.08.2018
8.2. Summary of Third Party Material Testing
Third party quality control tests were performed on aggregates as well as on M15
concrete for man-hole cover and dam d/s slope chute and longitudinal drains using
non-destructive Schmidt hammer test (NDT). The tests gave satisfactory results.
Detailed test report is attached as Annexure D.
8.3. Summary of Major Recommendations
1st Construction Site Visit Report
Observations & Recommendations:
Rain cuts have disturbed the downstream slope of the embankment; the slope
must be rectified by earth fill and compaction to the designed slope before turfing
of the downstream slope.
Rock toe which had disturbed at Right Flank has been rectified by resetting. But
observed settlement at part of the area and suggested to remove and reset the
same to the proper level.
Noted construction compliance issues:
No Observation / Deficiency Remarks
1 Chute drains constructed are not to required line and level, finishing is not good
Project authorities have to take action to rectify the defect and also use good form work for smooth surface. Proper checking of formwork for line and grade is essential.
2 Rain water cuts have disturbed Slope to be rectified to designed slope and section
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No Observation / Deficiency Remarks
the slope and some locations there appears to be bulging due to deposition of eroded earth from rain water at lower elevation.
before turfing as an additional work.
3 Rock toe rectified has depression in part of the area
To be rectified and proper supervision is needed while carrying out the work.
4 Disturbance at many locations in d/s rock toe
To be rectified as additional work.
5 Vegetation gown on the pier To be cleared as and when appears to avoid widening of gaps at lift joints or crevices.
2nd Construction Site Visit Report
Noted construction compliance issues:
No Observation / Deficiency Remarks
1 Chute drains constructed are not to required line and level, finishing is not good
Project authorities have to take action to rectify the defect and also use good form work for smooth surface. Proper checking of formwork for line and grade is essential.
2
Rain water cuts have disturbed the slope and some locations there appears to be bulging due to deposition of eroded earth from rain water at lower elevation.
Slope to be rectified to designed slope and section before turfing as an additional work.
3 Rock toe rectified has depression in part of the area
To be rectified and proper supervision is needed while carrying out the work.
4 Disturbance at many locations in d/s rock toe
To be rectified as additional work.
5 Vegetation gown on the pier Vegetation cleared. Closed.
6
Lot of vegetation has grown at
D/s slope of earthen dam and at
top of earth dam by the side of
asphalted road.
To be uprooted to avoid loosening of the earthen
embankment
7
Damages occurred to D/s slope
and top of earthen embankment
approximately between
Ch.2900.00 m and 3000.00.
Embankment top and D/s slope must be restored,
and kerb stones or drain must be provided at D/s o
crest to divert the surface water to chute drains.
8 Mortar layers of spillway glacis
has eroded here and there.
Application of abrasive resistant coat will help in
avoiding further deterioration of surface
3rd and 4th Construction Site Visit Report Observations:
Noted construction compliance issues:
No Observation / Deficiency Remarks
1 Chute drains constructed are not to required line and level, finishing is not good
Project authorities have to take action to rectify the defect and also use good form work for smooth surface. Proper checking of formwork for line and grade is essential.
2 Rain water cuts have disturbed the slope and some locations
Slope to be rectified to designed slope and section before turfing as an additional work.
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No Observation / Deficiency Remarks
there appears to be bulging due to deposition of eroded earth from rain water at lower elevation.
3 Rock toe rectified has depression in part of the area
To be rectified and proper supervision is needed while carrying out the work.
4 Disturbance at many locations in d/s rock toe
To be rectified as additional work.
5 Vegetation gown on the pier Vegetation cleared. Closed.
6
Lot of vegetation has grown at
D/s slope of earthen dam and at
top of earth dam by the side of
asphalted road.
To be uprooted to avoid loosening of the earthen
embankment
7
Damages occurred to D/s slope
and top of earthen embankment
approximately between
Ch.2900.00 m and 3000.00.
Embankment top and D/s slope must be restored,
and kerb stones or drain must be provided at D/s o
crest to divert the surface water to chute drains.
8 Mortar layers of spillway glacis
has eroded here and there.
Application of abrasive resistant coat will help in
avoiding further deterioration of surface
9
Erosion of dam d/s slope due to
high pressure from hose pipes
for slope protection grass
irrigation
Shower nozzles to be mounted to the hose pipes.
Also, reduce hose pipe diameter if necessary.
10
Significant delay by contractor
for unknown reasons. Contract
expired on 15/12/17 but EoT not
yet requested.
Contractor to take immediate necessary actions to
speed up and complete works.
11
No lighting in gallery and no
proper drainage gallery
seepage
Lighting work completed. Closed.
8.4. Summary of Compliance by SPMU
Compliance letter received from SPMU against the CPMU experts’ comments during
construction site visits is shown below on page 38.
8.5. Special Visits made by CWC/World Bank/Expert Committee
Nil
8.6. Summary of Technical Assistance provided by CPMU
Review of PST. Review of design flood and flood routing.
Provided technical guidance on maintaining quality of works as per design, contract agreement technical specification and best engineering practices.
Third party quality control tests.
Review of dam break analysis and inundation maps.
Review of O&M manual (currently on-going).
Review of EAP (currently on-going).
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9. ENVIRONMENTAL AND SOCIAL MANAGEMENT
FRAMEWORK (ESMF)
9.1 Basic Details
Sl. No.
Item Yes / No Remarks
a. ESMF Issue Identified in PST Yes
b. Mitigation Measures Proposed Yes
c. Any Rehabilitation and Resettlement involved No
d. Site Visit Date of CPMU E&S Specialists -
e. Site Visit Report of CPMU E&S Specialists -
9.2 Summary of Observations
ESMF management during implementation was generally satisfactory but PPE was
hardly used during construction. ESMF OK Card is attached in Annexure E.
9.3 Details of ESMF/EIA study (if any)
Nil.
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SPMU Compliance to CPMU Comments during CSV
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10. OTHER NON-STRUCTURAL INTERVENTIONS
10.1 Basic Details
Sl. No.
Item Yes / No Remarks
a
Emergency Action Plan (EAP)
(i) EAP Available at Site
(ii) EAP Prepared under DRIP
(iii) EAP Published
(iv) Stake holder consultations
No
Yes
No
No
Draft inundation maps prepared by SPMU was reviewed by CPMU on 24/07/2018, final version submitted on 11/04/2019 & approved by CPMU on 12/04/2019. EAP currently under preparation.
b. O&M Manual availability Yes It is to be revised as per guidelines issued by Central Water Commission (CWC) in January 2018
c. Inflow Forecasting No
d. DHARMA Implementation Yes In progress. So far 67% data uploaded.
e. Siren No Needs to be installed
10.2 Summary of Observations
Nil
11. PENDING REHABILITATION WORKS
11.1 Details of pending works
i. Preparation of EAP.
ii. Preparation of O&M Manual as per guideline published by DRIP.
iii. Completion of data entry in DHARMA.
11.2 Further course of action
All pending actions stated above should be completed before December 2019.
12. REFERENCES
i. PST
ii. DSRP report
iii. Construction site visit report.
iv. Information received from SPMU from time to time
v. Completion Certificate.
vi. World Bank approval
vii. Third party testing.
viii. Compliance letters from SPMU.
ix. ESMF OK Card
x. DBA and Inundation Maps
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Annex A: PST Approval Letter
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Annex B: Drawings issued for
Rehabilitation measures
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Annex C: Completion Certificate
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Annex D: Third Party QC Tests
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Annex E: ESMF OK Card
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Annex F: Photographs Before and
After Rehabilitation Works
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Spillway Gates - Before
Spillway Gates - After
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Spillway Gates – During Painting
Spillway Gates – During Replacement of Rubber Seal
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Stoplog Gates – Before
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Stoplog Gates – After
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Dam downstream slope – Before
Dam downstream slope – During Rehabilitation
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Dam downstream slope – During Turfing
Dam downstream slope – After
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Access Road – Before
Access Road – During Rehabilitation
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Access Road – After
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Reaming of porous and foundation drains inside gallery
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Lighting arrangement inside gallery
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Shed for sluice gate hoisting system
Renovation and painting of sluice gate
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Manhole – Before Cleaning
Manhole – After Cleaning
Renovated Gantry Crane
Fencing
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Annex G: DBA and Inundation Maps
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