CONSULTING SERVICES AND CONSTRUCTION SUPERVISION MONTHLY PROGRESS...

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0 MANAKAMANA ENGINEERING HYDROPOWER COMPANY (P) LTD. Ghatte Khola Small Hydropower Project Dolakha CONSULTING SERVICES AND CONSTRUCTION SUPERVISION MONTHLY PROGRESS REPORT September-2018 Submitted By: TAC Hydro Engineers Pvt. Ltd. Kupandole, Lalitpur Tel No. +977 1 5522896 Fax No. +977 1 5522896 E-mail: [email protected]

Transcript of CONSULTING SERVICES AND CONSTRUCTION SUPERVISION MONTHLY PROGRESS...

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MANAKAMANA ENGINEERING HYDROPOWER COMPANY (P) LTD.

Ghatte Khola Small Hydropower Project

Dolakha

CONSULTING SERVICES AND

CONSTRUCTION SUPERVISION

MONTHLY PROGRESS REPORT

September-2018

Submitted By:

TAC Hydro Engineers Pvt. Ltd. Kupandole, Lalitpur Tel No. +977 1 5522896 Fax No. +977 1 5522896 E-mail: [email protected]

Consulting Services and Construction Supervision of Ghatte Khola SHP Progress Report September 2018

TAC Hydro Engineers Pvt. Ltd. i

TABLE OF CONTENT

TABLE OF CONTENT i

LIST OF ANNEXES ii

LIST OF ABBREVIATIONS iii

SALIENT FEATURES OF THE PROJECT iv

PROJECT LOCATION MAP viii

1 GENERAL a

1.1 Introduction a

1.2 Work Nature a

1.3 Report Setup b

2 PROJECT MANAGEMENT b

2.1 Organizational Set up b

2.2 Construction Management b

2.3 Visit to the Work Site c

3 PROJECT ENGINEERING c

3.1 Project Engineering c

3.2 Construction Works c

3.2.1 Civil Works c

3.2.2 Hydromechanical Works d

3.2.3 Electromechanical Works h

3.2.4 Transmission Line Works h

4 QUALITY CONTROL h

5 CLAIMS AND VARIATION h

6 AREAS OF CONCERN AND CORRECTIVE ACTIONS h

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LIST OF ANNEXES

Annex – A List of personnel of the Employer, the Consultant and the Contractor

Annex – B Progress Sheets

Annex – C Deviations in Time Schedule

Annex – D Photographs

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LIST OF ABBREVIATIONS

BOK

COD

-

Bank of Kathmandu Limited

Commercial Operation Date

CMA ‐ Construction Management Advisor

DoED ‐ Department of Electricity Devlopment

Development DS

Downstream

EM ‐ Electro‐mechanical

HW ‐ Headwork

HM ‐ Hydro‐mechanical

HR ‐ Headrace

NEA ‐ Nepal Electricity Authority

PC ‐ Penstock

PH ‐ Powerhouse

PPA ‐ Power Purchase Agreement

JV ‐ Joint Venture

RCOD ‐ Required Commercial Operation Date

SHEP ‐ Small Hydroelectric Project

SS ‐ Substation

TAC Hydro ‐ TAC Hydro Engineers Pvt. Ltd.

TR ‐ Tailrace

TL ‐ Transmission Line

US ‐ Upstream

VCB ‐ Vacuum Circuit Breaker

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SALIENT FEATURES OF THE PROJECT

Project Location : Marbu VDC of Dolakha District,

Central Development Region,

Nepal

Longitude : 27o46′25″ N to 27

o47′14″ N

Latitude : 86o17′00″ N to 86o

18′35″ N.

Type : ROR Small Hydro

Hydrology

Catchment Area (Intake Site) : 30 km 2

(Total) Average Flow : 3.20 m3/s

Design Flow : 1.78 m3/s (Q40)

1:100 years flood : 90.70 m3/s

Weir

Type : Concrete diversion weir with controlled

spillway

Crest Elevation : 1906.00 masl

Crest Length : 15.00 m

Maximum Height : 5.00 m (From Foundation)

Intake

Type : Orifice Intake

Invert Level : 1904.5 masl

Normal Water Level : 1906.00 masl

Width x Height : 3.0 m x 0.40 m

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Undersluice

Invert Level : 1901.5 masl

Normal Water Level : 1906.00 masl

Width x Height : 2.0 m x 2.5 m

Desander

Type : Dufour

Length : 38.00 m

Width : 3.00 m

Depth : 4.20 m

Flushing : Simple head cutting (In the monsoon)

Water Conveyance System (Headrace Pipe)

Length : 2085 m

Diameter : 1.3 m

Thickness : 6 mm

Surge Tank Dimensions

Height : 17 m

Diameter : 3.5m

Normal Water Level : 1904.44 msl

Static Water Level : 1906.44 msl

Minimum Downsurge level : 1894.23 msl

Maximum upsurge level : 1912.44 msl

Invert Level of Penstock Intake : 1892.94 msl

Surface Penstock / Manifold

Penstock Length : 1015. m

Diameter (Internal) : 0.90m

Thickness (Steel) : 6mm to15mm

Number of Anchor Blocks : 20

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Manifold Length : 8.0m

Diameter (Internal) : 0.64 m

Thickness (Steel) : 15 mm

Power Facilities

Powerhouse Type : Surface

Dimensions (L x B x H) : 24.00 m x 10.00 m x

14.00 m Gross Head : 345.20 m

Net Head : 338.47 m

Installed Capacity (Q40) : 5000

KW Average Annual Energy Output : 29.87

GWh Energy Output (Dry Season) : 4.4

GWh Energy Output (Wet Season) : 25.4

GWh

Transmission Line and Sustation

Transmission Line : 14.0 km (33 kV Single Circuit)

Sub station : Singati

Cost

Total Cost with Financing : Rs. 87.63 Crore

Loan Amount : Rs. 61.00 Crore

Promoter Equity : Rs. 26.63 Crore

Cost per MW : Rs. 17.53 Crore

Revenue per MW : Rs. 2.90 Crore

Financial Indicators

Financial Cost : Rs. 87.63 Crore

IDC : Rs. 6.13 Crore

IRR : 13.84 %

Return on Equity : 18.52 %

NPV : Rs. 24,705 thousand

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Benefit Cost Ratio (B/C) : 1.33

Debt Service Capacity Ratio : 1.62

Payback Period - Simple : 6.47 years

Payback Period - Discounted : 10.81 years

Construction Period : 1.5 Years

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PROJECT LOCATION MAP

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1 GENERAL

1.1 Introduction

Ghatte Khola Small Hydroelectric Project with installed capacity of 5000 kW, being

constructed by MANAKAMANA ENGINEERING HYDROPOWER COMPANY (P) LTD.,

is in the preliminary phase of construction. Construction site of this project is at the Ghatte

Khola, Marbu‐VDC, Dolakha, which is a tributary of Khare River. This is a run‐off‐river

scheme with orifice side intake. The proposed headworks site is located on the left bank of Ghatte

Khola about 100 m downstream from the confluence of Thado Khola and Ghatte Khola at an

elevation of 1906 masl in Marbu VDC-7. Similarly, the powerhouse site is on the left bank of

Ghatte Khola around 125m upstream of the confluence of Khare Khola and Ghatte Khola in the

same VDC at an elevation of about 1585 masl. Geographically, the project is located in between

86°17′00″ N to 86°18′35″ N Latitudes and 27°46′25″ N to 27°47′14″ N Longitudes.

Water will enter into the system through orifice side intake on the left bank of the river.

Diversion weir is of non‐regulated type, with Orifice type intake & one under‐sluice on the

left bank. Water will be carried to the 32m. long double chamber desanding basin through

30 m long power canal having 7m long spillway. Water is conveyed through a 2234m long

steel headrace pipe having 1300mm diameter and 1015m long steel penstock pipe. Circular

Steel Surge Tank of diameter 5m is used to regulate the surge. There are two numbers of pelton

tur bine s each of installed capacity 2500 kW. A 14.5 km long 33kV transmission line will

feed generated power from the Powerhouse (switchyard) to Singati substation.

1.2 Work Nature

Construction work comprises of construction of access road to Headworks and Powerhouse, civil

works at headworks, headrace alignment, penstock and powerhouse area, fabrication and

erection of steel pipe for headrace and penstock pipe, installation and commissioning of

electromechanical equipment in powerhouse, switchyard and Singati substation, erection of

transmission line and other related works.

Sakurapower/Biruwa/Divyajyoti J.V. has been selected for the construction of all civil works.

North Hydro and Engineering Pvt. Ltd. is responsible for all Hydromechanical works and Hydro

Equipment Services Pvt. Ltd. is awarded electromechanical installation work. Consulting and

construction supervision has been awarded to TAC Hydro Engineers Pvt. Ltd.

17 km. of Motorable track goes from Singati to Marbu (Powerhouse site). Singati is connected

to Charikot (District Headquater) by 47 km. good gravel road. 450 m access road to Powerhouse

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has been constructed to reach the Powerhouse and 500 m to reach Headworks along Ghatte khola.

The overall length of track opening for waterway alignment is around 2234 m. At present full

loaded truck can reach to the Surge Tank area and access road towards Powerhouse and

Headworks.

1.3 Report Setup

TAC Hydro was responsible for carrying out the detailed design of the project. In addition, it has

been awarded the consulting services for the engineering supervision of all the construction works

going on at site including managerial activities at Kathmandu office.

This is Monthly Progress Report for the month of September 2018, which consists of an account

of construction activities of civil structures, hydro mechanical components, electromechanical

equipment, transmission line and project infrastructures carried out in the past month, major

problems arisen, deviations from the original working schedule and the catch‐up plans,

photographs of progresses made in the last months and other relevant details as per the activities

being carried out.

This report includes the following Annexes:

List of personnel of the Employer, the Consultant and the Contractor are given in Annex–

A. Progress Sheets are given in Annex–B. Deviations in Time Schedule is presented in

Annex–C and photographs are presented in Annex‐D.

2 PROJECT MANAGEMENT

2.1 Organizational Set up

This project is under direct supervision of Company’s Directors. TAC Hydro assists the

Management by looking after all the technical matters of the Project. All other issues are

directly taken over by the Management.

2.2 Construction Management

One PRO is stationed at site to resolve social issue. Technical matters are all handled by the

engineers deputed at site from the Consultant, TAC Hydro. There is one Resident Engineer,

one Civil Engineer, one Mechanical Engineer and three Civil Sub‐ Engineers / surveyor

including four Sub-overseer stationed at site. Considering work progress few more engineer and

supervisors shall be deputed at site. Other kinds of engineering professionals handle the

technical matters from Kathmandu, and they visit site every now and then. During

electromechanical installation works, one electrical engineer along with supervisor shall be

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deputed at site.

2.3 Visit to the Work Site

Project officials, Consultants and bank’s representatives frequently visit the work site to apprise

themselves of latest situation.

Name Organization Designation

1. Tek Prasad Chaulagain Manakamana Engineering

Hydropower Pvt. Ltd.

Director

3 PROJECT ENGINEERING

An Agreement was signed between Manakamana and TAC Hydro Engineers Pvt. Ltd.

(hereafter, referred as TAC Hydro) for Construction Supervision and management of site

works of the Project. As per the provisions and scope of consulting services, the Consultant

makes a constant control and monitoring of Contractor’s works within the frame work of the

Technical Specifications and reports timely to the Project, with suggestions and

recommendations for further actions. The Consultant also makes observations of overall

progress at site and checks it against the time schedule of the Project. The Consultant also

indicates those activities which are lagging and need special attention and efforts to complete

the activities in order to catch up the schedule.

3.1 Project Engineering

i. Inspection, measurement and quality control of civil construction works .

ii. Identification of interferences and dependencies with preceding, concurrent and follow-on

Contractors and utilities.

iii. Internal Discussion and planning of construction works.

iv. Discussion and planning of daily construction works with the contractor

v. Suggestions and recommendations for improving the speed of construction works.

3.2 Construction Works

3.2.1 Civil Works

3.2.1.1 Intake, Undersluice and Settling Basin

I. Concreting (About 8 m3) is carried out at inlet gate of settling basin along deck slab .

II. Concreting (about 150 m3) of Settling basin panel 6, panel 7, panel 8 and panel 5 base slab is

completed

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III. Concreting of headpond (20 m3) has been carried out upto 1908 msl.

IV. Stone masonry work about 15 m3 has been carried out settling basin panel 1

3.2.1.2 Waterway Alignment.

I. Excavation has been carried out in between AB 10-11 of headrace alignment.

3.2.1.2.1 Power House

I. Concreting of MIV is completed

II. Concreting of control room upto beam level is completed

III. Concreting for the base for transformer, Isolator is carried out at switch yard.

3.2.1.2.2 Penstock

I. Concreting (about 60 m3) of AB 17 has been carried out

II. Stone masonry for 5 saddle support has been completed in between AB 9-10.

III. 2 numbers of saddle support has been constructed in between AB 18-19.

IV. The saddle cap concreting (10 m3) in between AB 9-10 and AB 13-14 has been completed.

V. Concreting of Reducer block in between AB 15-16 of penstock alignment has been completed

3.2.1.2.3 Construction Material Stock

Item Description Previous Month Stock Added This Month Used This Month Current Stock

Cement (50 kg bag) 2500.00 1500.00 2000.00 2000.00

Reinforcement (ton) 15.00 0.00 5.00 10.00

Sand (m3) 200.00 150.00 150.00 200.00

Aggregate (m3) 125.00 250.00 225.00 150.00

Equipment’s Mobilized by Civil Contractor at Site

S.N Name

1 Excavator (PC 225, Doosan) 2

2 Breaker 1

3 Back Loader (JCB) 1

4 Dumper (Tipper) 2

5 Bolero 1

6 Tractor 1

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3.2.2 Hydromechanical Works

• AB 16-17 Pipe Erection

30m length of pipe has been installed in between AB 16-17 of penstock alignment.

• AB 15-16 Pipe Installation

About 30 m of total lenth of pipe has been installed in between AB 15-16 of penstock alignment

this month.

• Pipe Installation in between AB 15-16

About 70m of pipe length has been installed in between AB15-16 during the month

• Pipe Installation in between AB 7-8-9

24 m length of pipe has been installed in between AB 7-8-9 of penstock alignment

• De coiling and Shifting

De coiling and shifting of pipe is ongoing from camp yard to site.

H.M contractors material Stock at site:

S.N. Items Name Specifications Units Quantity

1 Electrode 4.00 ESAB Kg 60

2 Electrode 3.15 ESAB Kg 100

3 Electrode 3.15 D&H kg 70

4 Electrode 3.20 D&H kg 150

5 Electrode 2.50 D&H Kg 255

6 Electrode 3.15 ADOR Kg 10

7 Grinding Wheel 7" Nos 56

8 Grinding Wheel 5" Nos 45

9 Grinding Wheel 4" Nos 53

10 Cutting Wheel 7" Nos 53

11 Cutting Wheel 5" Nos 77

12 Cutting Wheel 4" Nos 53

13 Black Goggles Nos 20

14 White Goggles Nos 19

15 Bulb 100 W Nos 8

16 Welding Holder Nos 3

17 Gas cutting Nozzle Nos 4

18 Chalk Pks 7

19 Insulation tape Nos 15

20 Thread Seal Tape Nos 2

21 L.P.G. Regulator Nos 1

22 Bulb Holder Nos 9

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23 Power Socket Set 11

24 Jute Nos 18

25 Buffing Wheel 3" Nos 4

26 Cleaner Nos 7

27 Developer Nos 1

28 Penetrant Nos 5

29 Welding Helmet Nos 1

30 Bulb 100 W Nos 3

31 Cable Shoe Nos 4

32 Hose Clip Nos 6

33 Gas Cutting Torch Nos 1

34 Painting Roller Nos 17

35 safety Shoe Nos 2

36 Oven Nos 1

37 7/22 wire m 70

38 Industrial Fan Nos 1

39 Blower Fan Nos 1

40 Safety Helmet Nos 7

41 Screw Driver Set Nos 1

42 ABC Connector Nos 15

43 Carbon Brush Nos 4

H.M Contractors Equipment and Tools at site

S.N. Tools and Equipment Brand Name Quantity

1 Welding Machine 10

2 Chain Block(3 T) 7

3 Cutting Torch 5

4 Oven 300C 6

5 Max Puller 8 Ton 2

6 V- Lever 3 Ton 4

7 Hydraulic Jack 35 T 2

8 Drilling Machine Dongcheng 1

9 Angle Grinder(7") Dongcheng 5

10 Angle Grinder(5") Dongcheng 4

11 Angle Grinder(4") Dongcheng 3

12 Angle Grinder(4") Hitachi 3

13 Industrial Fan Gemtek 1

14 Abrasive Cutting Machine Star 1

15 Hydraulic Pump 1

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3.2.3 Transmission Line Works

186 numbers of poles has been erected till date.

3.2.4 Electro Mechanical Works

I. Shifting of equipment and material has been carried out to power house

II. Installation of board of control panel has been carried out at control room.

QUALITY CONTROL

➢ NDT test has been carried out at all joint of penstock pipes.

➢ Compressive strength test of concrete cubes has been carried out on regular basis.

4 CLAIMS/VARIATIONS, ACCIDENTS AND DAMAGES

➢ No claim has been made in this month.

5 AREAS OF CONCERN AND CORRECTIVE ACTIONS

• H.M work progress was lagging behind this month. Hence, number of manpower has been

increases to catch up with the work schedule.

• Use of safety accessories has been made compulsory while working as accident is likely to

happen in rainy season

Consulting Services and Annex-A Construction Supervision of Ghatte Khola SHP Progress Report September 2018

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LIST OF PERSONNEL

EMPLOYER: Manakamana Engineering Hydropower Pvt. Ltd.

Name of Project staff deputed in the Project

S.N Name Designation

Staffs deputed at site / Frequent site visit

1 Tek Prasad Chaulagain Managing Director

2 Tilak Aral PRO / Management Officer

Staffs deputed at KTM office

1 Sushma Chaulagain Accountant

CONSULTANT: TAC Hydro Engineers Pvt. Ltd.

Name of staffs involved in Ghatte Khola SHP

S.N Name Designation Remarks

1 Prahlad Chaudhary Technical Coordinator Frequent visit to site

2 Dipesh Thapa Project Manager Frequent visit to site

3 Balkrishna Pangeni Resident Engineer Site Stationed

4 Milan Adhikari Mechanical Engineer Frequent visit to site

5 Bibek Pandey Civil Engineer Frequent visit to site

6 Uspal Ghimire Civil Engineer Site Stationed

7 Navaraj Gaire Mechanical Engineer Site Stationed

8 Bishnu Shiwakoti Geologist Frequent visit to site

9 Ghanshyam Rana Sub-Engineer Site Stationed

10 Chandra Thapa Sub-Engineer / Surveyor Site Stationed

11 Rohit Gurung Sub Engineer Site Stationed

CONTRACTOR: Sakurapower/Biruwa/Divyajyoti J.V.

Name of staffs involved in Ghatte Khola SHP

S.N Name

1 Dipendra Poudel Site In-charge

2 Manish Kandel Assistant Site In-charge

3 Ghanshyam Basnet Civil Engineer

4 Gopal Gurung Technician

5 Operator/Driver/Helper 1/1/1 Nos.

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CONTRACTOR: North Hydro & Engineering Pvt. Ltd

Human Resources

S.N. Designation No

1 Project Manager 1

2 Project Engineer 1

3 Supervisor 1

4 Floor Supervisor 2

5 Fitter 5

6 Welder 4

7 Grinder Man 2

8 Helper 10

Total 26

Consulting Services and Annex B Construction Supervision of Ghatte Khola SHP Progress Report September 2018

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PROGRESS SHEET NO. 1

Components Sub-Components Excavation

Foundation

Preparation

Bar Bending / Form

Work / Concreating

Stone Masonry /

Protection work

Filling /

Finishing Work

Sub-

Components

Progress

Progress

Till Last

Month

Progress

Till This

Month

A1. To Headworks 100% 100% 100%

A2. To Power House 100% 100% 100%

B1. Weir 100% 100% 100% 100% 95% 98.50%

B2. Undersluice and Intake 100% 100% 95% 97.50%

B4. Approach Canal 100% 100% 100% 100% 100.00%

B5. Settling Basin 80% 70% 50% 52.50%

B6. Filling Work 0% 0.00%

C1. Track and/or Trench 73% 70% 12% 56.89%

C2. Anchor Block 83% 73% 50% 57.50%

C3. Saddle Support 90% 90% 90% 90% 90.00%

C3. Saddle Pad 60% 60% 60% 60.00%

D. Surge Tank D1. Surge Tank 5% 0% 0% 0% 1.00% 0.00% 0.03%

E1. Track and/or Trench 80% 0% 0% 40.00%

E2. Anchor Block 73% 73% 36% 52.73%

E3. Saddle Support 90% 90% 80% 70% 75.50%

F1. Power House 100% 100% 96% 100% 60% 96.60%

F2. Tailrace 100% 75% 58% 50% 75.46%

70.10%

2.21%

F. Power House 21.56% 21.73%

Overall Civil Progress

This Months Progress

C. Headrace Alignment 19.01% 19.18%

E. Penstock Alignment 8.99% 10.33%

Civil Construction Work ProgressSep-18

A. Access Road 2.00% 2.00%

B. Headworks 16.32% 16.83%

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PROGRESS SHEET NO. 2

Sep-18

Frame LeafHoisting

System

A1. Intake Orifice Stoplogs 100% 100% 100% 0% 85%

A2. Undersluice Stoplogs 90% 80% 30% 0% 65%

A3. Undersluice Gate 100% 50% 25% 0% 59%

A4. Intake Gate 95% 95% 0% 0% 67%

A5.Settling Basin Inlet Gate 100% 50% 0% 0% 55%

A6.Settling Basin Outlet Gate 75% 10% 0% 0% 33%

A7.Sand Flushing Gate 75% 30% 0% 0% 39%

A8.Coarse Trashrack 100% 40%

A9.Fine Trash Rack 100% 40%

A10.Bell Mouth 100% 40%

B1.Headrace Pipe 100% 78%

B2. Bends 69% 60%

B3. Saddle Plate 90% 84%

B4.Expansion Joints 5% 2%

B5.Manholes 5% 2%

B6.Crossing Bridge 5% 2%

C. Surge Tank C1.Surge Tank 0% 0% 0% 0%

D1.Penstock Pipe 100% 51%

D2. Bifurcation 100% 88%

D3.Branch Pipe ,Reducer &

Short piece pipe 100% 100%

D4.Bends 81% 72%

D5.Saddle Plate 70% 67%

D6.Expansion Joints 5% 2%

D7.Manholes 5% 2%

54.73%

2.49%

0%

Overall HM Progress

Progress This Month

0%

D. Penstock Alignment

19%

56% 58%

80%

100%

67%

65%

0%

B. Headrace Alignment

63%

60% 62%

54%

80%

0%

0%

0%

A. Headworks 47% 50%

0%

0%

0%

HM Work Progress

Components Sub-ComponentsFabrication,

Inspection

and

Delivery

Erection and Inspection Sub

Component

Progress

Progress Till

last Month

Progress Till This

Month

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PROGRESS SHEET NO. 3

Transmission Line Works:

186 poles has been erected till date.

PROGRESS SHEET NO. 4

Electro Mechanical Works:

60% of the total electro-mechanical work has been completed

Consulting Services and Annex C Construction Supervision of Ghatte Khola SHP Progress Report September 2018

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DEVIATIONS IN TIME SCHEDULE

Schedule for October 2018 of H.M

Headrace Alignment Date of

S.N

. Activities Start

Complete

/Handove

r

Durations

(Days) Remarks

1 AB#10-11 10/10/201

8

2 AB#22 8/9/018 13/10/201

8 6

3

Bridge Installation along with

AB#15 17/09/218

16/10/201

8 30

4 AB#6-7 17/09/218 1/10/2018 18

5 AB#18-19,19 26/10/201

8

Penstock Alignment Date of

S.N

. Activities Start

Complete/

Handover

Durations

(Days) Remarks

1 AB#9-7 1/10/2018

2 AB#9-10 Saddle Plate installation 17/09/018 20/10/2018 4

3 AB#9-10 Pipe Erection 26/10/018 15/10/2018 20

4 AB#10-11 Pipe Erection 15/10/2018

5 AB#12-13 Saddle Plate installation 21/10/2018

6 AB#13-11 Pipe Installation 16/10/2018

7 AB#16-18 Pipe Installation 11/9/2018 22/10/2018 12

8 Y Test 1/10/2018

Schedule for October 2018 of Civil

S.No. Activities Date

Days Remarks Start Finish

A: HEADWORKS

1 Headpond area up to bottom of

desander outlet gate 9-oct 15 oct

2 Bellmouth base and other 10/22/2018 11/11/2018

B: HEADRACE

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1 AB 8 10/17/2018 21-Oct

2 AB 10 15

3 AB16 20

4 AB 15 20

5 AB 19 12

6 AB21 10/26/2018 6-Oct

7 AB 22 6-Oct 16-Oct

8 Surge tank excavation 10/17/2018 -

C: Penstock

1 AB 8 concreting 15

2 AB 9 concreting 20

3 AB 17 concreting 10/10/2018 - 12

4 Saddle works in PAB 9-PAB10 10/17/2018

5 Saddle cap in PAB 9-10 12

5 AB 10 concreting 16

D: POWER HOUSE

1 control room base - 10/10/2018

2 Control room up to truss level for em 10/10/2018

Consulting Services and Annex D Construction Supervision of Ghatte Khola SHP Progress Report September 2018

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PHOTOGRAPHS

PCC at settling basin panel 4

Power Generator Installation

Consulting Services and Annex D Construction Supervision of Ghatte Khola SHP Progress Report September 2018

TAC Hydro Engineers Pvt. Ltd. d

Pipe installation in between AB 15-16 of penstock

Concreting at heapond area

Consulting Services and Annex D Construction Supervision of Ghatte Khola SHP Progress Report September 2018

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Pipe installation at AB 14 -15 during night

PCC and Stone masonry work at control room

Consulting Services and Annex D Construction Supervision of Ghatte Khola SHP Progress Report September 2018

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Transition canal and intake gate area