KINGDOM OF CAMBODIA NATION RELIGION KING...

KINGDOM OF CAMBODIA NATION RELIGION KING

Ministry of Water Resources and Meteorology Uplands Irrigation and Water Resources Management Sector

Project

ASIAN DEVELOPMENT BANK

ADB Loan 3289 - CAM

MONTHLY REPORT OF PMIC

FOR NOVEMBER 2016

05 DECEMBER 2016

Pacific Rim Innovation and Management Exponents, Inc. (PRIMEX) 502 Manila Luxury Condominium, 30 Pearl Drive, Ortigas Center Pasig City, 1600 Philippines

TABLE OF CONTENT

A. CONSULTANTS MOBILIZATION ...................................................................................................1

B. ACTIVITIES OF THE CONSULTANTS ...........................................................................................1

A. PROJECT MANAGEMENT .................................................................................................................1 B. TK AND PC SUBPROJECT ...............................................................................................................2

C. ACCOMPLISHMENTS FOR NOVEMBER 2016 .............................................................................3

A. PROJECT MANAGEMENT .................................................................................................................3 B. TK AND PC SUBPROJECTS .............................................................................................................3

D. CURRENT ISSUES AND CONCERNS ...........................................................................................4

E. WORK PLAN FOR NEXT MONTH ..................................................................................................4

LIST OF APPENDIXS

APPENDIX-A: MONTHLY PROGRESS REPORT- TAINKRASAING SUBPROJECT

APPENDIX-B: MONTHLY PROGRESS REPORT- PREK CHIK SUBPROJECT


November 2016-PMIC Monthly Report 1|Page

Ministry of Water Resources and Meteorology Uplands Irrigation and Water Resources Management Sector Project

ADB Loan 3289 – CAM [SF]

Monthly Report

For November 2016

1. This report relates the activities and accomplishments of the PMIC Team for the month of November 2016. It also discusses the issues and concerns encountered and suggested solutions.

A. Consultants Mobilization

2. The initial mobilization of PMIC was on 15 February 2016 following the request of the Executing Agency (EA) during the signing of the consultancy services contract on 29 January 2016. For the month of November, the composition of consultants on board was as below:

Name Position Days

Rendered

International Consultants

1. Dr. Jose A. Galvez Team Leader 30

2. Mr. Umar Ali Shah Procurement and Contract Management Specialist

20

3. Mr. Rolando Maloles Hydrologist 30

4. Ms. Benilda Tayag Institution Training Specialist for FWUCs 24

National Consultants

1. Mr. Roeun Sophanna Procurement Specialist 30

2. Mr. Cheng Saroeun Hydraulic Structural Engineer 7

3. Ms. Lim Kimvourch FM/ Accountant Specialist 30

4. Mr. Chhit Kimhor Hydrologist 30

5. Mr. Pon Han Institution Training Specialist for FWUCs 24

6. Mr. Ouk Daren M & E Specialist 30

7. Mr. Heang Rethdaro Website Designer and Administrator 30

8. Ms. Sao Sambat Morakath Environment Specialist 21

9. Mr. Vong Dara Construction Management Engineer,KTh 30

10. Mr. Sar Sam Ath Assistant Engineer, KTh 30

11. Mr. Thai Pipheak Assistant Engineer, KTh 30

12. Mr. Vuth Sivorng Construction Management Engineer,Batt. 30

13. Ms. Heng Thavy Assistant Engineer, Batt. 30

14. Mr. Sok Piseth Materials/QC Engineer, Batt. 30

15. Mr. Tao Kimmeng Assistant Engineer, Batt 30

B. Activities of the Consultants

a. Project Management

3. The consultants carry out the following activities:

Monitor topographic survey of TK-Tipou (CW02).

Monitor hydrographic survey of Basac and Dauntri Reservoirs.

Prepare drawing and BOQ of PC Package 1 & 2 (CW07, CW08).

Conduct training on Voluntary Contribution Form with members of Commune Council and village chiefs at PC-Package 1 (CW 07).

Collect data for preparation of IEE for PC-Package 1 (CW 07).



Draft IEE of Chroab and Korkoah (compile secondary data into the IEE)

Finalize Preliminary Environmental Assessment of OKN FS.

Finalize OKN FS Report.

Develop FWUCs training modules.

Prepare questionnaires for Training Need Assessment (TNA).

Conduct TNA at Battambang and Kampong Thom provinces.

Attend training on Hydromet Station “AHS” and Automatic Weather Station “AWS” and Acoustic Doppler Current Profiler “ADCP” conducted by Sutron.

Update and edit maps of TK and PC subprojects as required.

Further develop web-site content and upload data and pictures.

Prepare documents for ADB review mission.

Prepare disbursement voucher.

Prepare summary sheet for IPC No.3 for CW01 and CW06.

Prepare monthly financial report for November 2016 and update contract register.

Continue to prepare annual budget plan for 2017.

Revise estimate cost and drawings for CW07.

Reviewed financial bid evaluation report of CW03 & CW04 and submitted to PMU.

b. TK and PC Subproject

4. Activities for this period are following: For PC:

Assist hydrographic survey team in conducting survey of Basac and Dauntri reservoirs.

Supervise earthworks - Clearance, grubbing, scarifying and compaction.

Supervise the improvement works of existing structures - Off take type II (1 Cell box)

Supervise the new construction works - Off take type II (2Cell Box) - Cross Drainage - Foot Bridge

Review and evaluate all test results of materials submitted by contractors.

Review and evaluate the work plan and program submitted by contractors

For TK:

Assist TK topographic survey team in conducting TK-Tipou (CW02) topographic survey.

Supervise earth works - Excavation on the both sides of the main canal: (PK: 2+800- 4+200

and PK: 5+200 – 5+400). - Excavation on left side of the side drain: (PK: 14+000- 14+100). - Backfill both sides of the embankment (PK: 8+200- 12+600; PK:

2+100-5+400).

Supervise the improvement and construction works of structures: - New Cross Regulator PK: 13+050 and PK: 18+475 - Existing Cross Regulator PK: 15+730 and PK: 10+310. - New Offtake PK: 2+990, PK: 14+100, PK: 15+980, PK: 16+100. - Foot Bridge: PK: 3+000 - Concrete Slop: PK: 18+100- 18+300. .



Review and evaluate all test results of materials submitted by contractors.

Review and evaluate the work plan and program submitted by contractors

C. Accomplishments for November 2016

a. Project Management

5. The major accomplishments are:

Submit OKN Feasibility Study Report to PMU and subsequently to ADB for review and approval.

Complete topographic survey of Tipou subproject.

Complete hydrographic survey of Basac and Dauntri reservoirs.

Finalize required maps as needed.

Complete Preliminary Environmental Assessment of OKN FS.

Bidding for EMA- environment monitoring is ongoing.

Bidding for FWUCs formation and capacity building is ongoing.

Technical bide evaluation of companies for construction of Korkoah and Chroab subprojects was completed and approved by PRC.

Price bid evaluation of CW03 and CW04 is also completed and waiting for approval by PRC for contract award.

Submitted the developed web-site to PMU for review and approval. Second round of review and improvement is underway.

Received confirmation from MEF on the payment of IPC No.2 for CW06.

Submitted the summary sheet for IPC No.3 for CW01 and CW06 to PMU

Received 3rd replenishment for ADB imprest account and request for the 4th replenishment.

Submitted payment documents for full payment of office equipment (IT office equipment) under PMU-OE-02 to PMU

Submitted the payment of consulting service Oct 2016 to PMU

b. TK and PC subprojects

6. The major accomplishments are:

For PC

Totally complete the improvement of the following work items: - Automatic Flappy Gates. - Duck Bill Weirs. - Head Regulator. - New Cross Regulator on the Main Canal (PK2+00). - Offtake Type II (b) (2 Cell Box Culverts).

Improvement Works of Offtake Type II (1 Cell Box Culvert)- 60% completed

Offtake Type II (b) (2 Cell Box Culvert), New- 76% completed.

For TK

Complete the improvement of the following work items: - Under Sluice Gate Structures. - Spillway Structure. - Head Regulator.

Main Canal Lining PK: 16+042- 17+300 (89% completed) and PK: 17+300- 18+542- 82% completed. .

Cross Regulator on Main Canal (new)- 62% completed



Offtake Type II (1 Cell Box Culvert), new- 61% completed

Cross Drainage Structure on the Main Canal- 64 completed

D. Current issues and concerns 7. Runoff accumulates in the main canal during and after rainfall occurrence caused to hamper earthworks, improvement and construction activities.

E. Work plan for next month 8. The activities for December are the following:

Assist PMU in the upcoming review mission of ADB

Prepare Fourth Quarterly Progress Report (4QPR).

Finalize IEE of Chroab and Korkoah subprojects.

Draft IEE of Prek Chik Package I.

Finalize drawing and BOQ of PC- Package 2 (CW08).

Prepare documents for ADB Review Mission and coordinate in kick off meeting, field visit and wrap up meeting.

Continue to attend the training on Hydromet Station “AHS” and Automatic Weather Station “AWS” and Acoustic Doppler Current Profiler “ADCP”.

Continue to supervise rehabilitation and construction of TK and PC main canals and headworks.

Conduct socio-econ-survey and inventory of loss of AHs in CW03

Prepare the Resettlement Plan of Chroab subproject, if needed.

Prepare contracts of CW03 and CW04 and EMA environmental monitoring.

Prepare summary sheet for IPC No.4 for CW01.

Prepare monthly financial report for December 2016 and update contract register.

Update inventory list.

Review payment of consulting service for November 2016.

Finalize annual budget plan for 2017.

Import budget 2017 into Peachtree accounting system

Follow up re-announcement of FWUC and EOIs evaluation.

Finalize documents of TBER/PBER CW03 and CW04.

Follow up public bidding announcement of MOWRAM-CW07.

Coordinate pre-bid meeting for CW07.

Carry out other activities that PMU may require from time to time.

Prepared by Jose A. Galvez, Ph D Team Leader, PMIC

Taing Krasaing Core Subprojects Kampong Thom Provinces Report November 2016.

APPENDIX -A:

MONTHLY PROGRESS REPORT

Taing Krasaing Subproject


Kingdom of Cambodia Ministry of Water Resource and Meteorology

Uplands Irrigation and Water Resource

Management Sector Project ADB Loan 3289-CAM


TAING KRASAING CORE SUBPROJECT

M O N T H L Y P R O G R E S S R E P O R T

N O V E M B E R 2 0 1 6


TABLE OF CONTENTS

I. Sub Project Location

II Summary III Summary Progress Activities Works III.1 Earth Works III.2 Structures IV Detail Design of Secondary Canal and Tertiary Canal V Field Visitor Activities VI Conclusions

Taing Krasaing Core Sub Project Kampong Thom Province Report November 2016

I. Sub Project Location

Project Location


II. Summary

The Taing Krasaing core subproject is located in the Tipo, Chroab and Korkoah Commune, Santuk district, Kampong Thom Province in the upland part of the Kampong Thom province in approximate distance of 17 km east of the Kampong Thom municipality.

The contractor has successfully bid competition, UNG SIM SIA Construction Co., Ltd..

The schedule of implementation work activities a whole project according to contract 18 months and starting from March 2016 – August 2017. The contractor has mobilized materials and staff on site 15 Feb 2016.

III. Summary Progress Activities Works The contractor have continued activities works and starting some more works locations on

a long Main Canal including Earthworks and Structures.

Earthworks: (Continue)

Excavation main canal: PK: 2+800 - 4+200, PK: 5+200 – 5+400 on both side

Excavation side drain: PK: 14+000 - 14+100 on LHS

Backfill embankment: PK: 8+200 - 12+600, PK: 2+100 – 5+400 on both side Structures: (Continue)

New Cross Regulator PK: 13+050, casting concrete on top slab and install handrails.PK: 18+475, casting concrete wing walls.

Improvement Cross Regulator PK: 15+730, lean concrete and casting concrete wall PK: 10+310, casting concrete wall, columns and footings.

New off take PK: 2+990, PK: 14+100, PK: 15+980 prepare stone masonry for slope protection PK: 16+100, casting concrete wing wall and prepare stone masonry for slope protection.

Foot Bridge: PK: 3+000, continue casting concrete top slab and install handrails.

Concrete Slop: PK: 18+100 – 18+300, lean concrete and slab.

Labor using in this month

No Description Man

Woman

Total

1 PM & Assistant 2 0 2

2 Engineer 3 0 3

3 Operator and driver 65 0 65

4 Surveyor 3 0 3

5 Laboratory 5 0 5

5 Foreman 15 0 15

6 Workers 50 15 65

Total 143 15 158


Summary Description Construction Works (Including Additional Works)

Items Description Previous This Month Results (%)

Activities Activities On Item Overall

1 General Items Done Processing 89.43 0.51

2 Preliminaries Done Processing 39.42 0.10

Earth Works

3a (Earth Canal from PK:0+000-16+040 Done Processing 46.52 23.55

3b Main Canal Lining from PK:16+042-18+542)

Main Canal Lining from PK:16+042-17+300) Done Processing 91.48 10.17

Main Canal Lining from PK:17+300-18+542) Done Processing 86.87 8.66

Structures

4 Improvement of Headwork Structure,PK:0-1012 Done Pending 1.35 0.02

Improvement of Headwork Structure,PK:0-1012(Add Works) Not yet Not yet 0.00 0.00

5 Improvement of Under Sluice Gates Structure,PK0-867 Done Competed 100 0.28

6 Improvement of Spillway Structure,PK0-778 Done Processing 99.52 2.69

Improvement of Spillway Structure,PK0-778(Add Works) Done Processing 22.62 0.27

7 Improvement of Head Regulator,PK0+000 Done Processing 96.32 0.09

8a Improvement Work Cross Regulator on Main Canal: PK10+310

Done Pending 22.24 0.34

8b Cross Regulator on Main Canal (New),PK13+050, PK11+700,PK5+400, PK18+475

Done Processing

74.90 2.09

9 Improvement Works for Off take Type I (Single Pipe Culvert) Not yet Not yet 0.00 0.00

10a Improvement Works for Off take Type II (1Cell Box Culvert) Not yet Not yet 0.00 0.00

10b

Off take Type II (1Cell Box Culvert ), New PK11+600,PK2+500 PK8+200,PK16+000,PK9+156,PK10+700,PK14+100,PK17+450 PK2+990.

Done Processing

60.79 1.39

11 Improvement Works for Off take Type II (b), (3 Cells Box Culvert)

Not yet Not yet 0.00 0.00

12 Cross Drainage Structure on Main Canal,PK8+950 Done Processing 64.25 1.85

13 Foot Bridge Done Processing 18.65 0.13

14 EMP Cost Not yet Not yet 0.00 0.00

Additional Works

15 Structure along Main canal (Type I) Not yet Not yet 0.00 0.00

16 Structure along Main canal (Type II) Not yet Not yet 0.00 0.00

17 Grass sod Done Processing 6.93 0.14

Total 52.10


III.1 Earth Works

Excavation Both Side Embankment and Side drain on Main Canal Activities:


Backfill Both Side Embankment on Main Canal Activities:


III.2 Structures

New cross regulator on Casting concrete top slab, wing wall and handrails Activities:

PK: 13+050

PK: 5+400

PK: 18+475 (Processing)

New foot bridge on casting concrete slab and install handrails activities: PK: 3+000 (Processing)


New off take on excavate, lean concrete and casting concrete bottom and top slab activities:

PK: 17+450 (processing activities)





Main Canal Lining, lean concrete and casting concrete slop activities: PK: 18+100 – 18+200 (processing activities)

IV. Detail Design of Secondary Canal and Tertiary Canal

To survey existing structures and fining out a new structures locations activities for Tipo sub project.


V. Field Visitor Activities In this month have some visitors come to visit on site, sport check and field works such as: Project Manager, Technical Assistant, Team Leader and technical consultant team.

Discussion problem face to erosion on site after rainy season and other issues

Discussion problem face to erosion and preservation on Spillway, Head work structures

Discussion about reducing level Cross Regulator request by community and PIU Director

Discussion about situation and hydrology survey on TK and Okranhak sub projects

Project Manager comes to see activities works


VI. Conclusions: In total, the implement constructions on site are available condition to conduct some part location and getting a good result as schedule plan.

KTH, date: 30 November 2016

Prepared By: Vong Dara CME-KTH

APPENDIX -B:

MONTHLY PROGRESS REPORT

Prek Chik Subproject

10 | P a g e M o n t h l y P r o g r e s s R e p o r t - N o v e m b e r 2 0 1 6

Kingdom of Cambodia

Ministry of Water Resource and Meteorology

Uplands Irrigation and Water Resource

Management Sector Project ADB Loan 3289-CAM


PREK CHIK CORE

SUBPROJECT M O N T H L Y P R O G R E S S R E P O R T

November 2016


Contents

1. SUB-PROJECT LOCATION ........................................................................................................................ 12

2. INTRODUCTION ..................................................................................................................................... 12

3. PROJECT BACKGROUND ......................................................................................................................... 12

4. PROJECT DESCRIPTION ........................................................................................................................... 12

5. SUMMARY OF PROGRESS WORK AND ACTIVITIES ................................................................................. 13

5.1 MAIN CANAL REHABILITATION .................................................................................................................... 13 5.2 IMPROVEMENT OF EXISTING STRUCTURE ....................................................................................................... 13 5.3 NEW CONSTRUCTION WORK ...................................................................................................................... 14

6. SAMPLING AND MATERIAL TESTING ...................................................................................................... 14

7. DETAIL DESIGN OF SECONDARY AND TERTIARY CANAL ......................................................................... 14

8. INTERIM PAYMENT CERTIFICATE (IPC) ................................................................................................... 14

9. JOINT RESERVOIR OPERATION OF BASAC AND DAUNTRI RESERVOIR .................................................... 14

10. THE ISSUE .......................................................................................................................................... 14

11. SOLUTIONS ........................................................................................................................................ 15

12. NEXT PLAN ......................................................................................................................................... 15

13. LIST OF CORRESPONDENCES .............................................................................................................. 15

APPENDIXES ................................................................................................................................................... 15

APPENDIX 1-LISTS OF IMPROVEMENT STRUCTURE COMPLETED TO DATE ........................................................................... 15 APPENDIX 2- LISTS OF NEW STRUCTURES COMPLETED TO DATE ...................................................................................... 18 APPENDIX 3 -LAB MONTHLY ACTIVITIES ..................................................................................................................... 19 APPENDIX 4- CONTRACTOR’S PERSONAL .................................................................................................................... 21 APPENDIX 5- CONTRACTOR’S EQUIPMENT ................................................................................................................. 21 APPENDIX 6- CONTRACTOR’S WORK PROGRAM FOR NEXT TWO MONTH .......................................................................... 22 APPENDIX 7- CONTRACTOR’S CLAIM - INTERIM PAYMENT CERTIFICATE (IPC-NO03) OF SEPT-2016 ..................................... 23 .......................................................................................................................................................................... 23 APPENDIX 8- WORK PROGRESSES ............................................................................................................................. 24 APPENDIX 9- SUMMARY OF PHYSICAL STATUS OF CIVIL WORKS ...................................................................................... 25 APPENDIX 10- PHOTOGRAPHS ................................................................................................................................. 26


1. Sub-Project Location The Irrigation system of Prek Chik in Battambang province is located about 250 km from the capital city of Phnom Penh, south of the provincial capital Battambang. It is accessible through National Road No. 5. Between Pursat and Battambang at the District of Muong Russei. The distance from Battambang city to Prek Chik headworks is about 50 km.

2. Introduction

This progress report summarizes the work completed, ongoing and planned up to ending

30 November, 2016.

3. Project Background

The total irrigable area of Prek Chik is 20,800 ha. The system is supplied from Bassac

reservoir – 14 km away to south-west – at present empty and whose dam at present is

completed repairing. The Secondary and Tertiaries system is basically non-existing. All area

is rain fed, with 90% on left side, and only some 10% on right side, as system slope right-to-

left from main canal flow viewpoint.

4. Project Description

Rehabilitation and improvement of Prek Chik include:

a) Rehabilitation of head works (including raising of spillway by 0.5 meters)

b) Rehabilitation of 27.6 kms Main Canal and installation of all structures for water

control and distribution, and provision of all drainage works

c) Secondary and Tertiary Canals - Part 1 – for a length of 70.2 km, to be able to

cover 10,400 ha of net irrigated lands in Phase I.

Core Subproject Project Location


d) Increased focus and associated training in Joint Reservoir Operations for

Bassac reservoir, to improve on water sharing and water scheduling

arrangements between linked systems.

e) Supply and installation of Hydro-Met stations for water resources monitoring (assisted

by the ADB Flood and Drought Management Project.

f) Provision of training to the PDWRAM, FWUCs and the appropriate government

agencies on Water Management, including planning for implementation.

g) Organization, mobilization and training of FWUCs in the command area.

h) Provision of Project Implementation Management Consultants to manage all activities

under the the project and provide on-the-job capacity building for PMU and

MOWRAM personnel.

5. Summary of Progress work and Activities

5.1 Main Canal Rehabilitation

5.1.1 Earth Work

- At the left hand side start from PK 4+700 to 10+545 will be a clearance, grubbing,

scarifying and compaction works. According to field report Ref: 04/PC-UIWRMSP

submit on 21 September 2016 this section has been cancelled and replaced this

amount by adding the laterite on embankment at right hand side from PK 0+000 to

6+600 because of redundant work with Rural Road Improvement Project II under

MRD.

- Earth Clearance and grubbing from 0+000 to 6+225 on Embankment at LHS

- Earth Scarifying, Compaction works on Embankment at RHS from 0+000 to 0+500

5.2 Improvement of Existing Structure

type of

Structures

Description Nov-16 Progress Work

LHS RHS Contract Completed

Up to date

Cross

regulator

No progress for Nov-2016

12 5

Off take type

II (1Cell Box)

- Excavation and backfill

with compaction filling

erosion and scouring hole.

- R.C work for Beam, Wing

wall

- Stone masonry at

downstream and

upstream to protect soil

erosion

12+440, 14+010

14+000 33 16


Off take type

II (pipe

culvert) - No Progress for Nov-2016 21 10

Off take type

I (2Cell Box) - No Progress for Nov-2016 4 4

5.3 New Construction Work

6. Sampling and Material testing

Summary Laboratory Activity and Report for November 2016 in Appendix-7.

7. Detail Design of Secondary and Tertiary Canal

The detail design is under progress and Topography survey has been completed and submits Final Report to PMU

8. Interim Payment Certificate (IPC)

The Contractor has not submitted the Interim Payment Certificate (IPC) IPC-No4 for this Nov-2016

9. Joint Reservoir Operation of Basac and Dauntri Reservoir

Competed Hydrograph survey and submit to PMIC office.

10. The Issue

Since the earlier of November-2016 it was hard raining from day to day and farmers

started harvesting paddy rice so they need to release water from their paddy rice field to be

accessible and moving of harvesting equipment and machinery. The volume of water in the

Main Canal was increases because of water discharge flowed directly from Reservoir and

rice field so main canal has been stored in full level since the earlier November 2016 until to

type of

Structures

Description Nov-16 Progress Work

LHS RHS Contract Completed

up to date

Cross

regulator

No progress for Nov-2016

10 4

Off take

type II

(2Cell Box)

- R.C for beam and Installed

stone masonry

- Steel gate installation

13+200

11+600

13+200 20 11

Cross

Drainage

No Progress for Nov-2016 3 0

Foot Bridge Site Setting out for column

location and Axis 4+000 4 1


date. We cannot continue our construction as well as improvement works until water has

been released. The progress is raising up only 0.07% equivalent 40.29%for this Nov-2016.

11. Solutions

Only some of existing structures which is not affected to the water that we considered to

keep on going. Even if the water was stored yet in the canal but can start to continue on

earth works by improving of Embankment at Left hand side which is not affected by water.

12. Next plan

a) Improvement of Cross Regulator

b) Improvement of Off take

c) Construction of New Cross Regulator 10+800 and 16+500

d) Construction of new off-take-L at LHS 17+600, LHS 19+700, 22+700, RHS 17+300

and RHS 22+700

e) Improvement of Main Canal

13. List of correspondences

Appendixes

Appendix 1-Lists of Improvement Structure completed to date

NO No Q.ty Unit PK Type of Structure

1

OFF TAKE I(a)/BC 1 GATE/ L, Existing

30 Nos

0+215 ST/PC NO GATE/ L

2 0+655 ST/PC NO GATE/ L




6 2+000 ST/BC 2 CELL NO GATE/ L


8 3+098 ST/OUTLET/BC 2 GATE/ L


10 6+185 ST/ OUTLET/BC 2 GATE/ L

11 6+850

ST/ PC NO GATE/ L (Replace by New Off-take 1 cell box moved from 4+200)



14 9+665 ST/ PC NO GATE/ L

15 10+142 ST/ PC NO GATE/ L



18 14+848 ST/ OUTLET/PC 1 GATE/ L


20 16+460 ST/ OUTLET/PC 1 GATE/ L


22 18+355 ST/ OUTLET/ BC 1 GATE/ L


24 20+975 ST/ OUTLET/ PC 1 GATE/ L








1

OFF TAKE I(a)/BC 1 GATE/ R, Existing

31 Nos

1+245 ST/OUTLET BC 1 GATE/ R

2 1+995 ST/OUTLET/BC 1 GATE/ R

3 2+555 ST/INLET/PC 1 GATE/ R







10 7+810 ST/INLET/BC 1 GATE/ R





15 12+430 ST/ OUTLET/BC 1 GATE/ R


17 14+845 ST/ INLET/PC 1 GATE/ R

18 15+413 ST/ INLET/BC 1 GATE/ R




22 19+420 ST/ OUTLET/ BC 1 GATE/ R

23 20+195 ST/ INLET/ PC 1 GATE/ R

24 21+060 ST/ PC NO GATE/ R

25 20+950 ST/ 2PC NO GATE/ R


27 21+465 ST/ SPILLWAY/ R





1

EXSITING CROSS REGULATOR

12

0+100 ST/CROSS/ MC N.O-1

2 3+125 ST/CROSS/ MC N.O-2




6 14+055 ST/CROSS/ MC N.O-7)

7 15+550 ST/CROSS/ MC N.O-8)

8 17+253 ST/CROSS/ MC N.O-9)

9 19+468 ST/CROSS/ MC N.O-10)

10 21+425 ST/CROSS/ MC N.O-11)

11 24+485 ST/CROSS/ MC N.O-13)

12 27+455 ST/CROSS/ MC N.O-14)

1 EXISTING BRIDGE 2

10+545 ST/CROSS/ MC N.O-5(BRIDGE)

2 21+515

ST/CROSS/ MC N.O-12-BRIDGE)

SUMMARY OF PROGRESS WORK OF EXISTING STRUCTURES

No TYPE OF STRUCTURES No Completed to date On Going Planned

1 ST/PC NO GATE/ L&R 21 10 3 1

2 ST/BC/ L&R 33 16 4 6

3 ST/BC 2 CELL NO GATE/ L 4 4 0 0


4 EXISTING CROSS REGULATOR 12 5 0 3


Appendix 2- Lists of New Structures completed to date

No. Type of structure Quantity Location Other

1 STANDARD CROSS

REGULATOR 10

2+000 Request from Community Moving from PK 1+400 to 2+000

4+700

7+200

8+550 Move from 8+200 to 8+550

10+800

16+500

18+400

20+500

23+000

25+950

2 OFFTAKE TYPE II(b) 2 CELL BOX CULVERT)

LEFT 11

6+850 Moved from 4+200 (1 Cell box)

10+700 Moved from 5+700

5+700

7+500

11+500

13+200

17+600

19+700

22+700

23+400

25+200

3 OFFTAKE TYPE II(b) 2 CELL BOX CULVERT)

RIGHT 9

0+500 Moved to 1+600

0+900

8+500

11+600 Moved from 11+500

13+200

18+300

22+700

23+400

25+200

4 CROSS DRAINAGE

STRUCTRE ON MAIN CANAL (SPILLWAY)

23+900 - 24+400

25+500 - 26+000

26+700 - 27+200

5 FOOT BRIDGE 4

1+387

4+000 Move from PK 1+400 to 4+000 requested by Community

16+121

24+765

SUMMARY OF PROGRESS WORK OF NEW STRUCTURES

No TYPE OF STRUCTURES Total. No. Completed to date On Going Planned

1 GROSS REGULATOR 10 4 0 2

2 OFF-TAKE 20 11 0 5

3 FOOT BRIDGE 4 1 1 1

4 GROSS DRAIN 3 0 0 0


Appendix 3 -Lab Monthly Activities

LABORATORY ACTIVITY SUMMARY FOR NOVEMBER 2016

Contract :CW06 Prek chik Core Subproject

Item Description of Laboratory and Field Tests This Month Previous Total Total To Date Re-

marks Passed Failed Passed Failed Passed Failed

A EMBAKMENT/CANAL

1 Moisture-Density Relations(AASHTO T180) 0 0 4 0 4 0

2 Particale Size Distribution 0 0 4 0 4 0

3 Liquid Limit (WL), (AASHTO T 89 & 90) 0 0 4 0 4 0

4 Plasticity Index (PI), (AASHTO T 89 & 90) 0 0 4 0 4 0

5 Linear Shriinkage ( LS) 0 0 4 0 4 0

6 Modified Crumb Test 0 0 4 0 4 0

5 Field Density(AASHTO T 191) 0 0 6 0 6 0

B LATERITE WEARING COURSE

1 Gradation(AASHTO T 27) 2 0 0 0 2 0

2 Plasticity Index (PI), (AASHTO T 89 & 90) 2 0 0 0 2 0

3 Moisture-Density Relations(AASHTO T 180) 2 0 0 0 2 0

4 California Bearing Ratio (CBR), (AASHTO T 193) 2 0 0 0 2 0

5 Field Density (AASHTO T 191) 0 0 0 0 0 0

C TEST ON CONCRETE COARSE AGGREGATES


2 Flakiness Index(BS 512 Section(105.1, 105.2) 0 0 0 0 0 0

3 Impact Value ( BS812) 0 0 0 0 0 0

D TEST ON CONCRETE FINE AGGREGATES


2 Finess Modulus (FM), (AASHTO M 6) 0 0 3 0 3 0

E WATER FOR CONCRETE AASHTO T 26)

1 Dissolved Solids 0 0 0 0 0 0

2 Chlorides (cl) 0 0 0 0 0 0

3 Sulphates (S04) 0 0 0 0 0 0

F CEMENT

1 Gradation 0 0 0 0 0 0

2 Time of Setting of Hydraulic Cement (AASHTO T 131)

0 0 0 0 0 0

G TEST ON FRESH & HARDENED CONCRETE

CLASS A (30 MPa)

1 Slump of Hydraulic Cement Concrete(AASHTO T 119)

2 Compressive Strength of Concrete)AASHTO T 22) 0 0 0 0 0 0


3 3 Days 0 0 0 0 0 0

4 7 Days 0 0 0 0 0 0

5 28 Days

CLASS B ( 25 MPa)


0 0 48 0 48 0


3 3 Days 0 0 0 0 0 0

4 7 Days 0 0 69 0 69 0

5 28 Days 18 0 72 0 90 0

CLASS C (15 MPa)


0 0 0 0 0 0


3 3 Days 0 0 0 0 0 0

4 7 Days 0 0 0 0 0 0

5 28 Days

CLASS D (10 MPa)


0 0 0 0 0 0


3 3 Days 0 0 0 0 0 0

4 7 Days 0 0 0 0 0 0

5 28 Days

H CONCRETE REINFORCING STEEL BARS

1 Yield Strength 0 0 12 0 12 0

1 Tensile Strength 0 0 12 0 12 0

I BACK FILLING

1 Structural Backfill 0 0 39 0 39 0

SUMMARY OF LABORATORY TEST FOR NOVEMBER 2016

No Description of Test This Month Previous

Total Total to date Remarks

A EMBANKMENT/CANAL 0 30 30

B LATERITE WEARING COURSE 8 0 8

C CONCRETE COARSE AGGREGATE 0 3 3

D CONCRETE FINE AGGREGATE 0 6 6

E WATER FOR CONCRETE 0 0 0

F CEMENT 0 0 0

G TEST ON FRESH & HARDENED CONCRETE

0 207 207

H CONCRETE REINFORCING STEEL BARS

0 24 24

I BACK FILLING 0 39 39

TOTAL 8 309 317


Appendix 4- Contractor’s Personal

No. Name Position Remark

1 Mr. Chhoun Naro Director

2 Mr. Ung Kotaro Project Manager

3 Mr.Ou Chandara Site Manager

4 Mr.Sareoun Site/Surveyor Engineer

5 Mr Chhem Sovan Assistant Surveyor

6 Mr Seng Chanratha Chainman

7 Mr Sim Veasna Chainman

8 Mr Sean Pheatra Chainman

9 Mr Meas Voleak Chainman

10 Dos rattanak Driver

11 Bun Thoeun Forman

12

Appendix 5- Contractor’s equipment

No. Equipment Type and Characteristics Equipment On site

1 Excavator (0.8-0.9) m3 6

2 Bulldozer 2

3 Roller (1ton) 1

4 Vibrating Roller (25ton) 4

5 Dump Truck 25m3 3

6 Water Truck 2

7 Manual Concrete Mixer 6

8 Trailer 1


Appendix 6- Contractor’s Work Program for next two Month


Appendix 7- Contractor’s Claim - Interim Payment Certificate (IPC-No03) of Sept-2016


Appendix 8- Work Progresses

(Please find in the PC Contractor Minitoring Report)


Appendix 9- Summary of Physical Status of Civil Works

DURATION As of 10 Nov 2016

No. Work Item Cost, US$ % Wt.

% Accomplishment

Each 1/ Overall

B. 1 General Items

16,000.00

0.30 100.00 0.30

B. 2 Preliminary

71,200.00

1.31 8.14 0.11

B. 3 Improvement Works for Main Canal

1,678,949.73

30.97 17.35 5.37

B. 4 Improvement of Automatic Flappy Gates

164,700.00

3.04 100.00 3.04

B. 5 Improvement of DuckBill Weirs

97,772.50

1.80 100.00 1.80

B. 6 Improvement of Head Regulator

19,200.00

0.35 100.00 0.35

B. 7a Improvement Work Cross Regulator on Main Canal 258,830.00

4.77 62.95 3.01

B. 7b Cross Regulator on Main Canal (New) 2+00 156,652.80

2.89 99.64 2.88

B. 7b Cross Regulator on Main Canal (New) 9Nr

966,168.00

17.82 35.00 6.24

B. 8 Improvement Works for Offtake Type I (Single Pipe Culvert)

54,747.00

1.01 55.00 0.56

B. 9 Improvement Works for Offtake Type II (1 Cell Box Culvert)

254,288.10

4.69 60.00 2.81

B. 10a

Improvement Offtake Type II(b) (2 Cell Box Culvert)

78,024.84

1.44 100.00 1.44

B. 10b Offtake Type II(b) (2 Cell Box Culvert), New

824,000.00

15.20 75.93 11.54

B. 11 Cross Drainage Structure

556,050.00

10.26 0.00

B. 12 Foot Bridge

183,720.00

3.39 25.00 0.85

B. 13 EMP Cost

41,450.00

0.76 0.00

Total Contract Cost

5,421,752.97

100.00 40.29%


Appendix 10- Photographs

PICTURES FOR IMPROVEMENT OF STRUCTURES WORK

Improvement of Main Canal

Earth work, Clearance on Top of LHS Embankment at PK 0+000 to 6+225

Scaryfying and Compaction works of LHS Embankment from PK 0+000 to 0+500


Improvement of Existing Off-take

Box Culvert 1 cell PK 12+440 Downstream Box Culvert 1 cell PK 12+440 Upstream

PICTURES FOR NEW CONSTRUCTION

1. Foot Bridge PK 4+000

Site Inspection and Setting out of New footbridge at PK 4+000


Proposed Temporary pipe culvert to be a drainage behind of Footbridge construction at Downstream

Date 30 November 2016 PREPARED BY VUTH SIVORNG CME-Battambang

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