UPLANDS IRRIGATION AND WATER RESOURCES MANAGEMENT SECTOR PROJEC T, CAMBODIA (ADB LOAN 3289 - CAM): PROJECT MANAGEMENT AND IMPLEMENTATION CONSULTANT
10TH QUARTERLY PROGRESS REPORT
July 2018
UPLANDS IRRIGATION AND WATER RESOURCES MANAGEMENT SECTOR PROJECT (UIWRMSP), CAMBODIA (ADB LOAN 3289-CAM): PROJECT MANAGEMENT AND IMPLEMENTATION CONSULTANTS
TENTH QUARTERLY PROGRESS REPORT July 2018
IN ASSOCIATION WITH
PACIFIC RIM INNOVATION AND MANAGEMENT EXPONENTS, INC ., PHILIPPINES
REVISION HISTORY
Authorization Revision No. Date Comments Originated by Checked by Approved by UIWRMSP-01 11 July 2018 Editing/ Ung Kotaro Abdul Hakeem formatting Khan UIWRMSP-02 13 July 2018 Reformatting Jo Ann Ativo Leo Pura UIWRMSP-03 14 July 2018 Final review Jo Ann Ativo Elvira Ablaza Elvira Ablaza and edits
TABLE OF CONTENTS Page i
TABLE OF CONTENTS
Page
List of Appendices ...... i List of Abbreviations ...... ii
I. EXECUTIVE SUMMARY OF IMPLEMENTATION PROGRESS ...... 1 II. PROJECT PURPOSE ...... 2 III. UTILIZATION OF FUNDS ...... 2 IV. IMPLEMENTATION PROGRESS ...... 3 A. Output 1: Enhanced Efficiency and Climate Resilience of Irrigation Systems ...... 3 B. Output 2: Improved Water Resource Management ...... 5 C. Project Management ...... 5 V. ISSUES AND ACTIONS TAKEN ...... 7 A. Actions Taken on Issues Reported in QPR8, 2017 ...... 7 B. Current Issues and Actions Taken ...... 7 VI. ACTIVITIES IN THE NEXT QUARTER ...... 7
LIST OF APPENDICES Number Title
1 Project Location Map 2 Design and Monitoring Framework (DMF) 3 List of Awarded Contracts 4 Summary of Disbursements and Actual Expenditures 5 Project Implementation Progress 6 Monitoring/Reporting Form for the Status of Compliance with Loan Covenants 7 Monitoring/Reporting Form for Progress in GAP Implementation 8 Contract Administration Monitor, Taing Krasaing Scheme (CW04) 9 Contract Administration Monitor, Prek Chik Distribution System (CW07 and CW08) 10 Progress of FWUC Formation and Development 11 Bassac – O Trachek Chit JOROP Preliminary Report 12 Quarterly Environment Progress Report 13 Summary of Consultants’ Mobilization
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TABLE OF CONTENTS Page ii LIST OF ABBREVIATIONS ADB Asian Development Bank ADCP Acoustic Doppler Current Profiler AH affected household AHS automatic hydromet station AWS automatic weather station BER bid evaluation report CADTIS Cambodians’ Action for Development Consultant Co. Ltd. ch. Chainage DD detailed design DFWUC Department of Farmer Water User Communities EA executing agency EIC environmental impact categorization EMP Environmental Management Plan EMR environmental monitoring report EOI expression of interest F&P framework and procedure FS feasibility study FWUC farmer water user community GAP gender action plan ha hectare IEE initial environmental examination IPC Interim Payment Certificate IR involuntary resettlement JOROP joint reservoir operation JV joint venture km kilometer m meter MAFF Ministry of Agriculture, Forestry, and Fisheries mc main canal MOWRAM Ministry of Water Resources and Meteorology NGO nongovernmental organization O&M operation and maintenance OCG Oriental Consultants Global Co., Ltd. OKN O Kra Nhak PAM Project Administration Manual PC Prek Chik PDWRAM Provincial Department of Water Resources and Meteorology PMIC project management and implementation consultant PMU project management unit PPMS project performance management system PRC Procurement Review Committee PRIMEX Pacific Rim Innovation and Management Exponents, Inc. QPR7 Seventh Quarterly Progress Report QPR8 Eighth Quarterly Progress Report RGC Royal Government of Cambodia SC secondary canal SDR Special Drawing Rights TC tertiary canal TK Taing Krasaing TNA training needs assessment TOT training of trainers UIWRMSP Uplands Irrigation and Water Resources Management Sector Project VO variation order
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MAIN TEXT
TENTH QUARTERLY PROGRESS REPORT Page 1 I. EXECUTIVE SUMMARY OF IMPLEMENTATION PROGRESS
1. The Royal Government of Cambodia (RGC), through the Ministry of Water Resources and Meteorology (MOWRAM) as the executing agency (EA), has received a loan from the Asian Development Bank (ADB) for the implementation of the Uplands Irrigation and Water Resources Management Sector Project (UIWRMSP) (ADB Loan 3289-CAM). The project will enhance agriculture and rural economic productivity through increased efficiency and climate resiliency of irrigation systems and improved management of water resources in the upland areas of Kampong Thom (KT) and Battambang (BTB) provinces. The total project cost is about US$ 66.12 million financed through an ADB loan of US$60 million1 equivalent from Special Drawing Rights (SDR) 43,121,0002 and government counterpart of about US$6.12 million. The location of the project area and targeted irrigation systems is in Appendix 1.
2. To provide the required project management and implementation consultant (PMIC) services to MOWRAM, the Project Management Unit (PMU), and the Provincial Departments of Water Resources and Meteorology (PDWRAMs) of Kampong Thom and Battambang, MOWRAM engaged the services of Pacific Rim Innovation and Management Exponents, Inc. (PRIMEX), Philippines in Joint Venture (JV) with Oriental Consultants Global Co., Ltd (OCG), Japan and in association with Cambodians’ Action for Development Consultant Co. Ltd. (CADTIS), Cambodia through a contract signed on 29 January 2016. The team of consultants was mobilized on 15 February 2016.
3. As of 30 June 2018, the contracts awarded amounted to $46.194 million (or 76.99% of the loan amount), and the total cumulative disbursement was $35.839 million against a cumulative actual expenditure of $35.223 million (about 98.28% of total disbursement) was incurred. (The advance payment to the contractor is not considered as expenditure). Six out of seven contracts have been awarded (CW02 was officially dropped), and the physical progress of works stands at 72.81%, while the time elapsed from the effective date is 43.27%.
4. The contracts for Taing Krasaing (TK) (CW01) and Chroab (CW03) have been fully completed. As of 30 June 2018, the Korkoah distribution system (CW04) was 98.28% complete and has been extended till end of August 2018 to complete all activities. Prek Chik (PC) main canal (CW-06) was fully completed in August 2017. As of 30 June 2018, PC Package 1 (CW07) was 77% complete, while PC Package 2 (CW08) was 90.33% complete. The initial environmental examination (IEE) for the O Kra Nhak (OKN) scheme (CW05) was revised and resubmitted to ADB for review and approval. A new non-core subproject (NCSP) in PC Package 3, viz., Improvement of O Tra Cheak Chit Reservoir (MOWRAM/ICB-CW09), in BTB, was officially approved through an updated and revised Procurement Plan.3 The topographic survey has been completed, and the data are being used for the detailed design (DD) of the subproject. The preliminary report of Joint Reservoir Operation (JOROP) of Bassac–O Tra Cheak Chit has been prepared.
5. The work plan for farmer water user community (FWUC) formation has been revised. As a result, the MOWRAM FWUC Department Team, who is responsible for FWUC formation in KT, completed their work in May 2018, while the BTB Team has almost completed their work in Step 8.
1 ADB. 2015. Project Administration Manual (PAM). Kingdom of Cambodia: Upland Irrigation and Water Resources Management Sector Project. September 2015. 2 Loan Agreement between ADB and the Royal Government of Cambodia. Upland Irrigation and Water Resources Management Sector Project. 10 November 2015. 3 ADB issued its no-objection letter (NOL) on 21 November 2017.
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TENTH QUARTERLY PROGRESS REPORT Page 2 6. The following new goods contract packages have been approved via the approved Updated Procurement Plan: (i) Goods Contract No. PMU-ESM-01 (Equipment for Stream Flow Measurement for the Development of Rating Curve); and (ii) Goods Contract No. PMU- SOF-01 (Procurement of Licensed Accounting Software – Peachtree Accounting System Sage 50). The technical specifications for PMU-ESM-01 have been prepared for tendering. Contract No. PMU-SOF-01 has been procured, and the entire works have been fully completed.
7. This tenth quarterly progress report (QPR10) covers the period, April to June 2018. It provides a summary of accomplishments during the reporting period, identifies issues and concerns and recommends the actions required, and lists the activities to be carried out in the next quarter.
II.PROJECT PURPOSE
8. The project supports the government’s strategy to enhance economic growth in the project area through the rehabilitation, modernization, and climate proofing of selected existing irrigation systems in the provinces of BTB and KT. The outcome of the project is enhanced water and agriculture productivity in the project provinces. The project outputs are: (i) enhanced efficiency and climate resilience of irrigation systems; and (ii) improved management of water resources.
9. Output 1: Enhanced efficiency and climate resilience of irrigation systems consists of the rehabilitation, modernization, and climate proofing of at least three irrigation systems in the KT and BTB. The cultivated area of the systems is expected to increase to 29,500 hectares (ha) from a baseline of 13,500 ha. This output will include the rehabilitation and modernization of the TK and OKN irrigation systems in KT and the PC irrigation system in BTB. Physical improvement covers distribution channels, installation of structures and gauges for water measurement, control and distribution, and construction of drainage facilities
10. Output 2: Improved water resource management includes the following key activities:
• Formation and development of FWUCs; • Installation of hydro-meteorological (hydromet) stations in the watersheds and flow measurement networks in the irrigation systems; • Provision of training to staff of MOWRAM, PDWRAMs, MAFF (Ministry of Agriculture, Forestry, and Fisheries), and FWUCs; • Modernization of canal operations; • Design and implementation of JOROP for linked systems in KT and BTB; and • Provision of training to FWUCs on the operation and maintenance (O&M) of canals, management of FWUCs, orientation on climate variability and change, and water management.
11. Appendix 2 presents the profile of the project results.
III. UTILIZATION OF FUNDS4
12. As of 30 June 2018, the contracts awarded by PMU amounted to $46.194 million (Appendix 3), or 76.99% of the loan amount, as a result of the advance procurement carried out by the EA immediately upon approval of the loan. Payments under these contracts totalled $35.052 million, corresponding to 75.87% of the amount of contracts awarded so far.
4 In this report, “$” refers to US Dollars.
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TENTH QUARTERLY PROGRESS REPORT Page 3 13. As of 30 June 2018, $63,445 (0.68%) has been disbursed from the RGC counterpart fund for incremental operating cost, and $35.839 million (59.73% of loan amount) has been disbursed from the ADB loan for expenditures on civil works, hydromet equipment, office equipment, furniture, and vehicles, consulting services, and incremental operating cost while the total amount of cumulative actual expenditure was at $35.223 million. Details on disbursements and cumulative actual expenditures are presented in Appendix 4.
14. The advance payment to the CW07 contractor ($0.522 million), which was paid directly by ADB, is not considered an expense as it has been recouped from the progress invoices/ billings of the contractor in the amount of $0.301 million. The disbursed fund balance of $0.617 million (0.17%) remains in the project’s imprest account
IV. IMPLEMENTATION PROGRESS
15. The physical completion of the project is indicated as a percentage derived from the estimate of the weight contributed by each activity as a percentage of the total project, consistent with the S-curve concept. Appendix 5 shows the project activities and the assigned corresponding weights contributed by each activity towards the project as a whole. As of 30 June 2018, physical completion was estimated at 72.76% while the time elapsed from effectiveness date was 43.27%.
16. Appendix 6 gives the status of compliance with the loan covenants. Among 28 items in the list, four had been complied with, 21 are being complied with, and the remaining three are yet to be complied with, as of 30 June 2018. Appendix 7 presents the monitoring and reporting format for the GAP, which was prepared by the Gender Specialist. Activities for mainstreaming of gender development have been conducted in subprojects since the new Gender Specialist was recruited and mobilized.
A. Output 1: Enhanced Efficiency and Climate Resilience of Irrigation Systems
17. Appendix 8 presents the accomplishments during the reporting period against the plan of CW04.
1. TK Subproject
18. TK main canal (MC) (MOWRAM-CW01). This package was fully completed in December 2017, and the one-year defects liability period will end in December 2018. With the approval of the final inspection report, the Taking Over Certificate (TOC) was issued to the contractor on 7 March 2018.
19. Chroab distribution system (MOWRAM-CW03). This package was fully completed in February 2018 after the completion date was rescheduled from 22 December 2017 to 28 February 2018 due to a variation order (VO), and the one-year defects liability period will end in February 2019.
20. Korkoah distribution system (MOWRAM-CW04). The distribution system was designed to serve 2,120 ha and is composed of two secondary canals (SCs) with a total length of 5.54 km, 16 tertiary canals (TCs) with lengths ranging from 200–500 meters (m) for a total TC length of 6.55 km, and 233 structures. The civil works contract for the upgrading, modernization, and extension of the Korkoah SCs and TCs of the TK irrigation system was signed with Seak Chheav Leng Enterprise Co., Ltd. on 27 December 2016 for a total amount of $5.88 million. Based on requests from farmers and local authorities, as well as the need for improved scheme function, some of the works had been deducted and added through VO1. The amount increased by $2.107 million, for a new contract price of $7.98 million, for an increase of 35.84% compared to the original contract amount of $5.88 million.
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TENTH QUARTERLY PROGRESS REPORT Page 4 21. As of 30 June 2018, the reported accomplishment was 98.28% completed against the plan of 100%. The contract has been extended for two months till 20 August 2018 to complete all activities. The total unskilled labor complement for the Korkoah distribution system comprised 53 persons, of whom 29 (about 55%) are female unskilled workers. To date, the contractor has submitted 1,707 test results for materials, as follows: (i) embankment/canal, 1,234 tests: 1,183 passed, 51 failed; (ii) laterite wearing course, 66 tests, 62 passed, four failed; (iii) concrete coarse aggregates, three tests, all passed; (iv) concrete fine aggregates, two tests, both passed; (v) water for concrete, three tests, all passed; (vi) cement, two tests, both passed; (vii) fresh and hardened concrete, 385 tests, 370 passed, 5 failed; and (viii) concrete reinforcing steel bars, 12 tests, all passed.
2. PC Subproject
22. Appendix 9 presents the accomplishments during the reporting period against the plans for CW-07 and CW-08.
23. PC MC and headworks (MOWRAM-CW06). This package was fully completed in August 2017, and the one-year defects liability period will end in August 2018. With the approval of the final inspection report, the TOC was issued to the contractor on 11 September 2017.
24. PC Package 1 (MOWRAM-CW07). Distribution system, Package 1, was designed to serve 7,798 ha. It is composed of three SCs with a total length of 21.7 km and 23 TCs with lengths ranging from 300–1,000 m, for a total length of 11.7 km, and 394 structures. The civil works contract for the upgrading, modernization, and extension of SCs and TCs of the PC irrigation system (Package1-CW07) was signed with Anhui Shui’an Construction (Cambodia) Co., Ltd. and MTA Construction Co., Ltd. JV on 5 May 2017for a total amount of $5.54 million.
25. As of 30 June 2018, the reported accomplishment was 77% against the plan of 99.65%. The total unskilled labor complement of the distribution system comprised 90 persons, of whom 19 (21%) are female unskilled workers. To date, the contractor has submitted 1,843 test results for materials, namely: (i) embankment/canal, 1,611 tests, all passed; (ii) laterite wearing course, one test, passed; (iii) concrete coarse aggregates, one test, passed; (iv) concrete fine aggregates, one test, passed; (iv) fresh and hardened concrete, 218 tests, all passed; and (v) concrete reinforcing steel bars, 2 tests, both passed.
26. PC Package 2 (MOWRAM-CW08). Distribution system, Package 2, was designed to serve 3,560 ha. It is composed of an 8.50-km SC, 16 TCs with lengths ranging from 300– 1,000 m for a total length of 15.90 km, and 453 structures. The civil works contract for the upgrading, modernization, and extension of SCs and TCs of the PC irrigation system (Package1-CW08) was signed with Soeun Soknan Construction Co., Ltd. on 20 July 2017 for a total amount of $4.36 million. Based on the request of farmers and authorities and the need for scheme function, some additional works were proposed through VO1, which was approved on 12 March 2018.
27. As of 30 June 2018, the reported accomplishment of this package was 90.33% against the plan of 90.56%. The total unskilled laborers engaged for the distribution system comprised 86 persons, of whom 18 (about 21%) are female unskilled workers. To date, the contractor has submitted 5,234 test results for materials, as follows: (i) embankment/canal, 1,382 tests: 1,380 passed, 2 failed; (ii) laterite wearing course, four test, passed; (iii) concrete coarse aggregates, one test, passed; (iv) concrete fine aggregates, one test, passed; (v) cement, two tests, both passed; (vi) fresh and hardened concrete, 233 tests, all passed; and (vi) concrete reinforcing steel bars, 2 tests, both passed.
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TENTH QUARTERLY PROGRESS REPORT Page 5 28. PC Package 3 (MOWRAM-CW09)–O Tra Cheak Chit Reservoir Improvement. Topographic survey was completed and the data are now available for use. DD is being handled by the PMIC design team.
3. OKN Subproject (CW05)
29. This contract has been facing different issues and has been taking very long to be finally awarded and implemented. Bids were invited in December 2017, the Bid Evaluation Report (BER) was prepared and submitted to ADB CARM for review and approval. ADB had some comments on IEE and resettlement reports. As of 30 June 2018, the IEE report has been revised and resubmitted to ADB for review and approval, while resettlement comments will be addressed in July 2018 after a meeting with the concerned communities.
B. Output 2: Improved Water Resource Management
30. FWUC formation and development. Due to the lack of interest of national consulting firms or nongovernment organizations (NGOs) to provide the required services, as indicated by the submission of only two expressions of interest (EOIs) after three advertisements, it was suggested by PMU that the formation and development of FWUCs be handled instead by the MOWRAM-DFWUC with support from PMU and PMIC. This proposal was approved by ADB, and the work plan was revised accordingly, with FWUC formation expected to be completed by May, instead of June, 2018. As of 30 June 2018, the MOWRAM FWUC Department teams have completed their work in FWUC formation in KT, while in BTB, the Team has almost completed their work under Step 8. The only remaining task is Activity 8.3: official announcement on using the FWUC statute of PC irrigation system. (Appendix 10)
31. Design and implementation of JOROP of linked systems in KT and BTB. Hydrographic surveys of the TK and Stung Chinit reservoirs in KT and of the Bassac and Dauntri reservoirs in BTB had been completed, and the necessary data collected and analyzed. The conceptual design, Interim Report, and Operational Model and User’s Manual for the JOROP of TK and Stung Chinit reservoirs were also prepared and submitted to PMU. Training of the stakeholders on the use of the Operational Model was planned for June 2018, but could not be implemented and has been rescheduled for Q3 (July-September) 2018.
32. The second model was planned for Bassac and Dauntri reservoirs, but Dauntri reservoir is yet to be developed. Therefore, the O Tra Cheak Chit reservoir under CW09 will now be used for joint operations to feed the PC irrigation system. Necessary data for the Bassac – O Tra Cheak Chit JOROP have been collected and analyzed to develop a planning model, and the preliminary report has been prepared (Appendix 11).
33. O&M study. This study is based on the analysis of data collected by MOWRAM under the Cambodian Irrigation Schemes Information System (CISIS). The draft report has been submitted to PMU for review and comments. The analysis focused on the physical condition and performance of the concerned irrigation systems in 25 provinces of the country, and the financial requirements of the O&M of all the systems was estimated. PMU has asked PMIC to conduct a stakeholder workshop to present the highlights of this report.
C. Project Management
34. Involuntary resettlement (IR). An assessment of resettlement issues was conducted for CW01, CW02, CW03, CW04, CW05, CW06, CW07, and CW08. The results of the assessments indicated that there was no significant land acquisition in CW01, CW04, CW05, CW06, CW07, and CW08. Therefore, those were categorized as Category C. However, CW02 was categorized as Category A as most of affected households (AHs) did not agree to donate their land to the project after several consultations with farmers and local
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TENTH QUARTERLY PROGRESS REPORT Page 6 authorities. As a result, CWO2 was officially dropped. CW03 was re-categorized from an initial Category B to Category C after 95% of the AHs (except six out of 124 AHs) agreed to donate their land to the project after the design was revised to minimize IR impacts.
35. Environmental safeguards. The Environmental Management Plan (EMP) for CW03, CW04, CW07, and CW08, as well as the checklists for monitoring EMP implementation in the PC and TK schemes, were prepared by the national Environment Specialist, and the Environmental Impact Categorization (EIC) reports were approved by PMU and ADB. The EIC report for CW05 was prepared and incorporated in the revised FS report and bidding documents, which were approved by ADB. The IEE reports for PC and TK distribution systems were updated and approved by PMU and ADB. The first and second six-monthly environmental monitoring reports (EMRs) had been submitted to PMU and ADB for review and approval.
36. As of 30 June 2018, the EMP for CW09 has been prepared and the EIC report for CW09 is being prepared and is scheduled to be submitted to ADB for review and approval in July 2018. The IEE report for CW05 was revised, as per ADB suggestion, and resubmitted to ADB for review and approval. Field visits were conducted regularly to train staff, monitor EMP implementation, and make recommendations to solve environmental issues. The quarterly EMR has been prepared (Appendix 12).
37. Gender mainstreaming. The new Gender Specialist was recruited and mobilized to monitor GAP implementation of contractors in PC and TK subprojects and gender mainstreaming in construction work and the selection of FWUC members. Meetings, interviews, and discussions with local farmers, authorities, and contractors were conducted to raise gender awareness during project implementation and to encourage contractors to recruit more female staff in order to meet the gender requirement, as set in project’s Design Monitoring Framework (DMF), and to collect data regularly. It is encouraging to note that females comprise 55% of the unskilled laborers in CW04, while their percentages were 21% and 18% in CW07 and CW08, respectively, during the reporting period.
38. Project performance management system (PPMS). As of 30 June 2018, the following reports have been submitted to PMU and ADB: (i) PPMS Framework and Procedures (PPMS F&P) Report; (ii) QPRs 1-9; (iii) 4 PPMS reports; and (iv) annual reports for 2016 and 2017. This report is QPR10.
39. Financial management. The financial management system has been established and is functioning well, with corresponding forms developed for various PMU transactions. The ADB and RGC imprest accounts had been set up and are available for use.
40. As of 30 June 2018, the TK-CW04 contractor has submitted ninth interim payment certificate (IPC) with eight paid and one is being processed. The contractor for PC Package 1-CW07 received 10% advance payment and has submitted two IPCs, both paid. The PC Package 2-CW08 contractor has submitted five IPC, with four paid and one under process. Eight replenishments of the ADB imprest account and six replenishments of the RGC imprest account have been requested, all paid. Disbursements and payments are proceeding well, as described in Section III above.
41. Procurement. PMIC has been assisting PMU in the preparation of bid documents and bid invitations, organization of pre-bid meetings and bid opening, preparation of BERs, including technical and price bid evaluation; contract agreement and signing; and other related activities.
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TENTH QUARTERLY PROGRESS REPORT Page 7 42. As of 30 June 2018, six out of eight civil works contracts (CW02 was officially dropped) have been awarded (CW01, CW06, CW03, CW04, CW07, and CW08), while CW05 is being processed and awaiting final approval from ADB.
43. Project website. The project website (www.uplands-irrigation-mowram.gov.kh) has been revised by developing some key icons. Data have been updated and uploaded.
44. Deployment of consultants. From April to June 2018, 17 consultants were mobilized (2 international and 15 national) for a total of 31.7 person-months (p-m). The cumulative consultant input to date is 388.4 p-m or 49% of the total contracted person- months (Appendix 13).
V. ISSUES AND ACTIONS TAKEN
A. Actions Taken on Issues Reported in QPR9, 2018
45. The issues identified in PC Package-1, including lack of personnel, machinery, equipment, and absence of project manager (PM) at the project site, have negatively impacted project implementation progress. Anyway, these issues are being addressed via a meeting between PMU and PMIC, which was held on 23 May 2018, to discuss the aforementioned issues, and a warning letter was prepared and issued to the contractor. In addition, on 30 May 2018, the PMIC team had another meeting with the contractor to further discuss how to complete the remaining works efficiently, effectively, and on time. As a result, the contractor has agreed to comply with the agreements during the meeting.
B. Current Issues and Actions Taken
46. CW05, OKN irrigation distribution system, was delayed due to the revision of the FS report, the review of the BER by PRC, ADB’s comments to revise the IEE report, and the resettlement issue. As of 30 June 2018, the IEE report has been prepared and resubmitted to ADB for review and approval, and the resettlement issue will be addressed in July 2018.
47. Work on CW07 is still slow, and implementation progress is not as planned. PMU and PMIC are monitoring CWO7 and are trying to achieve the target.
VI. ACTIVITIES IN THE NEXT QUARTER
48. In Output 1, the following activitiexs are planned for implementation in the next quarter:
• Taing Krasaing Scheme o Korkoah (CW04): ▪ Supervise the construction of upgrading, modernization, and extension of the distribution system.
• Prek Chik Scheme o Package 1 (CW07): ▪ Supervise the construction of upgrading, modernization, and extension of the distribution system. o Package 2 (CW08): ▪ Supervise the construction of upgrading, modernization, and extension of the distribution system.
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TENTH QUARTERLY PROGRESS REPORT Page 8
• O Kra Nhak Subproject (CW05) o Prepare contract agreement and other related documents; and o Supervise the contractor’s mobilization and construction works after the contract is signed. • Improvement of O Tracheak Chit Reservoir (CW09) o Finalize detailed design; o Prepare tender documents.
49. In Output 2, the following activities are planned for the next quarter:
• Social safeguards o Monitor EMP implementation in all subprojects; and o Monitor GAP implementation in all subprojects.
• FWUC formation and development o Assist the MOWRAM DFWUC in FWUC enforcement and development. • Joint Reservoir Operation for TK and PC o Test and justify the JOROP Operation Model User Manual for Stung Chinit and TK reservoirs; and o Continue work on Bassac-O Tra Cheak Chit JOROP study. • O&M Study and Tripartite Agreement Organize a workshop on the O&M study; and Conduct JOROP training for Taing Krasaing and Stung Chinit reservoirs.
• Installation of hydromet stations in the watersheds and flow measurement networks in the irrigation systems o Continue to check the operation of, and fix any problem encountered in, the automatic hyrdromet station (AHS), automatic weather station (AWS), and Acoustic Doppler Current Profiler (ADCP) devices. • River flow measurement for developing the rating curve o Prepare tender documents; and o Select service provider to supply equipment and tools for flow measurement.
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APPENDICES
APPENDIX 1:
PROJECT LOCATION MAP
APPENDIX 1: PROJECT LOCATION MAP Page 1 PROJECT LOCATION MAP
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APPENDIX 2:
DESIGN AND MONITORING FRAMEWORK (DMF)
APPENDIX 2: DESIGN AND MONITORING FRAMEWORK (DMF) Page 1
DESIGN AND MONITORING FRAMEWORK (DMF) Performance Targets and Remarks/ Design Summary Progress Assessment to 30 June 2018 Indicators with Baselines Recommendation Impact The project is aligned with the Inclusive economic Government’s "Rectangular growth through Strategy for Growth, Employment, agriculture and irrigation Equity, and Efficiency, Phase III” Outcome Assessment will be Enhanced water and By 2022: undertaken after completion agriculture productivity in Average annual crop production of construction work and the project areas increased to 4.25 tons per ha during the operation of the (2015 baseline: 1.65 tons/ha) irrigation systems. Outputs 1. Efficiency and climate By 2021: resilience of irrigation 1a. Irrigation infrastructures • (CW01), (CW03) and (CW06) • Physical accomplishments: CW07, systems in the project improved, modernized, and have been fully completed. 77%; and CW08, 90%. areas enhanced made climate-resilient. • Civil works for upgrading, • CWO2 was officially dropped as most Dry- and wet- season cultivated modernizing and extending of AHs did not agree to donate their area increased to 29,500 (CW04), (CW07) and (CW08) land to the project. (2015 baseline: 13,500 ha) distribution systems are ongoing. 1b. Irrigation efficiency of three Assessment will be irrigation systems increased by undertaken after completion 100% of construction work and (2015 baseline: 20%) during the operation of the irrigation systems. 1c. Drainage facilities for 1,800 ha Improvement of drainage Assessment will be improved facilities of PC and TK schemes undertaken after completion (2015 baseline: 0 ha) is ongoing. of construction work and during the operation of the drainage facilities. 1d. 2,000 ha of land leveled by This activity is kept on hold. laser leveling in coordination with MAFF (2015 baseline: 0 ha)
UPLANDS IRRIGATION AND WATER RESOURCES MANAGEMENT SECTOR PROJECT, CAMBODIA (ADB LOAN 3289-CAM): PROJECT MANAGEMENT AND IMPLEMENTATION CONSULTANT
APPENDIX 2: DESIGN AND MONITORING FRAMEWORK (DMF) Page 2
Performance Targets and Remarks/ Design Summary Progress Assessment to 30 June 2018 Indicators with Baselines Recommendation 1e. 21,000 ha land improved Assessment will be through irrigation, drainage, undertaken after completion and/or flood protection. of construction work and during the operation of the irrigation, drainage, and flood protection facilities. 1f. 25% of unskilled laborers in civil • TK distribution system: Korkoah works are women. CW04, 55%; CW07, 21%; and CW08, 21%. 2. Water resource By 2021: management 2a. Three FWUCs formed and Due to the lack of interest from • The DFWUC Team has successfully improved trained (2015 baseline: 0) service providers, PMU completed its work in FWUC suggested that the MOWRAM formation in Kampong Thom, while in FWUC Department be tasked to Battambang, the works is almost handle FWUC formation and complete. capacity building. 2b. 30% of FWUC members are Being complied with. women (2015 baseline: 0) 2c. 30% of FWUC management Being complied with. committee members are women (2015 baseline: 0) 2d. Annual O&M plan prepared The proposal for the activities during design of each irrigation and cost estimates for the system. development of the tripartite agreement (including O&M plan) for TK irrigation system has been approved. 2e. O&M funds allocated by the To be complied with after government for main canals the completion of civil works and reservoirs. and O&M plan. 2f. Eight hydro-meteorological 15 AWSs and 15 AHSs have been stations installed in the installed, and field inspection has been watersheds conducted to fix the devices that were (2015 baseline: 0) not working properly.
UPLANDS IRRIGATION AND WATER RESOURCES MANAGEMENT SECTOR PROJECT, CAMBODIA (ADB LOAN 3289-CAM): PROJECT MANAGEMENT AND IMPLEMENTATION CONSULTANT
APPENDIX 3:
LIST OF CONTRACTS AWARDED
APPENDIX 3: LIST OF AWARDED CONTRACTS Page 1 LIST OF AWARDED CONTRACTS
Contract Awarded/Committed Cat. Status / Date of Category Name / Detailed Description Paid No. Remarks Contract Amount Balance Awarded up to 30 Jun 18 01 Civil Works ------In US $ ------MOWRAM-CW01 - Taing Krasaing Main Canal and Headworks 27-Jan-16 10,521,268.05 Add: Variation order no.1 09-Jun-16 1,485,948.73 Deduct: Variation order no.2 14-Sep-16 (1,200,721.69) Add: Variation order no.3 26-Jul-17 1,101,747.04 Add: Variation order no.4 13-Nov-17 185,776.92 Final Contract Amount CW01 Completed 12,094,019.05 11,381,246.10 712,772.95 MOWRAM-CW06 - Prek Chik Main Canal and Headworks 26-Feb-16 3,499,407.63 Add: Variation order no.1 09-Jun-16 1,922,345.34 Deduct: Variation order no.2 14-Sep-16 (542,175.30) Variation order no.3 09-Aug-17 - Final Contract Amount CW06 Completed 4,879,577.67 4,712,632.68 166,944.99 MOWRAM-CW03 - TK_Chorab 27-Dec-16 1,938,956.89 Add: Variation order no.1 24-Nov-17 246,763.26 Final Contract Amount CW03 Completed 2,185,720.15 1,932,128.93 253,591.22 MOWRAM-CW04 - TK_Korkoah 27-Dec-16 5,879,592.80 Add: Variation order no.1 24-Nov-17 2,107,539.57 Final Contract Amount CW04 Ongoing 7,987,132.37 6,316,753.33 1,670,379.04 MOWRAM-CW07 - PC_Package 1 Ongoing 05-May-17 5,542,927.18 1,596,174.22 3,946,752.96 MOWRAM-CW08 - PC_Package 2 20-Jul-17 4,365,728.38 Add: Variation order no.1 12-Mar-18 2,758,991.77 Final Contract Amount CW08 Ongoing 7,124,720.15 4,808,539.82 2,316,180.33 TOTAL CIVIL WORKS 39,814,096.57 30,747,475.08 9,066,621.49 02 Hydrometeorology Equipment PMU - HME - 01 - Hydrometeorological Equipment Completed 31-May-16 1,410,933.00 1,411,467.01 (534.01) TOTAL Hydrometeorology Equipment 1,410,933.00 1,411,467.01 (534.01)
UPLANDS IRRIGATION AND WATER RESOURCES MANAGEMENT SECTOR PROJECT, CAMBODIA (ADB LOAN 3289-CAM): PROJECT MANAGEMENT AND IMPLEMENTATION CONSULTANT
APPENDIX 3: LIST OF AWARDED CONTRACTS Page 2
03 Office equipment, furniture and vehicles
PMU - OF - 01 - Office Furniture Completed 28-Jan-16 52,600.00 52,600.00 - PMU - OE - 01 - Office Equipment(Lot1) Completed 03-Feb-16 133,342.00 133,342.00 - PMU - OE - 01 - Office Equipment(Lot2) Completed 05-Feb-16 5,360.00 5,360.00 - PMU - VEH - 01 - Vehicles Completed 29-Jan-16 457,100.00 457,100.00 - Add: Variation order no.1 23-Aug-16 79,800.00 79,800.00 -
Final Contract Amount 536,900.00 536,900.00 - PMU - VEH - 01 - Motorcycles Completed 05-Aug-16 18,612.00 18,612.00 - PMU - OE - 02 - Office Equipment Completed 05-Aug-16 19,876.00 19,876.00 - PMU-OW-01- Office Repairs Completed 25-Jan-16 98,329.00 98,329.00 - Other-Office Furniture Completed N/A 280.00 280.00 - PMU - SOF - 01 - Accounting software Completed 07-Feb-18 5,820.00 5,820.00 - TOTAL OFFICE FURNITURE, EQUIPMENT AND VEHICLE 871,119.00 871,119.00 - 04 Consulting services CS - 01 - PMIC - Project Management and Implementation Ongoing 29-Jan-16 4,251,571.00 Consultants 2,015,698.90 2,056,070.10 Deduct: Amendment no.4 10-Apr-17 (179,802.00)
CS - 01 - PMIC 4,071,769.00 2,015,698.90 2,056,070.10
PMU-MOWRAM/ICS-01 - National consultant Ongoing 26,200.00 6,300.00 19,900.00 TOTAL CONSULTING SERVICES 4,097,969.00 2,021,998.90 2,075,970.10
GRAND TOTAL 46,194,117.57 35,052,059.99 11,142,057.58
UPLANDS IRRIGATION AND WATER RESOURCES MANAGEMENT SECTOR PROJECT, CAMBODIA (ADB LOAN 3289-CAM): PROJECT MANAGEMENT AND IMPLEMENTATION CONSULTANT
APPENDIX 5:
PROJECT IMPLEMENTATION PROGRESS
APPENDIX 5: PROJECT IMPLEMENTATION PROGRESS Page 1 PROJECT IMPLEMENTATION PROGRESS
Year / Quarter as of 31-Mar-18 as of 30-Jun-18 % Component / Activity 2016 2017 % of % of % of % of Weight Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Activity Total Activity Total A. Output 1 - Enhanced efficiency & climate resilience of Irrigation Systems 60 228.02 45.3 249.67 46.9 1 Taing Krasaing Subproject 24 87.70 19.61 100.00 20.95 1. Construction supervision of MC and HW 6 100 6.00 100 6.00 2. Detailed design of secondary/tertiary canals 6 100 6.00 100 6.00 3. Procurement of civil works of SC/TC 4 100 4.00 100 4.00 4. Construction supervision of SC/TC 4 90.34 3.61 98.65 3.95 5. Commissioning & O&M of MC, SC/TC 2 0 0.00 0 0.00 6. Defect liability correction 2 0 0.00 50 1.00 2 Prek Chik Subproject 24 73.65 17.68 83.00 18.00 1. Construction supervision of MC and HW 6 100 6.00 100 6.00 2. Detailed design of secondary/tertiary canals 6 90 5.40 90 5.40 3. Procurement of civil works of SC/TC 4 90 3.60 90 3.60 4. Construction supervision of SC/TC 4 66.89 2.68 75 3.00 5. Commissioning & O&M of MC, SC/TC 2 0 0.00 0 0.00 6. Defect liability correction 2 0 0.00 0 0.00 3 O Kra Nhak Subproject 12 66.67 8.0 66.67 8.0 1. Feasibility study 3 100 3.00 100 3.00 2. Detailed engineering design 3 100 3.00 100 3.00 3. Procurement of civil works 2 100 2.00 100 2.00 4. Construction supervision 2 0 0.00 0 0.00 5. Commissioning & O&M of subproject 1 0 0.00 0 0.00 6. Defect liability correction 1 0 0.00 0 0.00 B. Output 2 - Improved water resources management 25 54.00 13.5 57.40 14.4 1. Formation and development of FWUC 4 80 3.20 85 3.40 2. JOROP Study/Adoption, Taing Krasaing 4 100 4.00 100 4.00 3. JOROP Study/Adoption, Prek Chik 4 60 2.40 70 2.80 4. Installation of hydromet and AW stations 2 100 2.00 100 2.00 5. Installation of flow-measurement network 3 10 0.30 15 0.45 6. Irrigation efficiency & water productivity study 2 0 0.00 0 0.00 7. Improvement plans of O&M of Irrigation Systems 2 0 0.00 0 0.00 8. Assistance in the conduct of laser land leveling 2 20 0.40 25 0.50 9. Training of PDWRAM and FWUC on O&M 2 60 1.20 60 1.20 C. Project Management 15 71.95 10.8 76.40 11.5 1. Establish financial management system 2 100 2.00 100 2.00 2. Procurement of goods, services and works 2 85 1.70 90 1.80 3. Preparation of guidelines, TOR, and procedures 1 100 1.00 100 1.00 4. Project performance management system, PPMS 3 80 2.40 85 2.55 5. Compliance to safeguards and loan covenants 1 90 0.90 95 0.95 6. Capacity building and transfer of technology 2 50 1.00 60 1.20 7. Field works of consultants 4 44.8 1.79 49.0 1.96
Total Estimated Physical Progress 100 69.58 72.76 Time elapsed from effectiveness date= 38.91 % 43.27 %
UPLANDS IRRIGATION AND WATER RESOURCES MANAGEMENT SECTOR PROJECT, CAMBODIA (ADB LOAN 3289-CAM): PROJECT MANAGEMENT AND IMPLEMENTATION CONSULTANT
APPENDIX 6:
MONITORING/REPORTING FORM FOR THE STATUS OF COMPLIANCE WITH LOAN COVENANTS
APPENDIX 6: MONITORING/REPORTING FORM FOR THE STATUS OF COMPLIANCE WITH LOAN COVENANTS Page 1 MONITORING/REPORTING FORM FOR THE STATUS OF COMPLIANCE WITH LOAN COVENANTS
M&E Form no. 7 Version: September 2016
Reporting Date: ______(quarterly) Prepared by: ______PMU supported by PMIC
Reference in Loan Status of No. Covenant Remarks Agreement Compliance Execution of Project; Environmental, Social and Financial Matters 1. In the carrying out of the Project and operation of the Project facilities, the Borrower shall perform Section 4.01, Article IV Being complied with or cause to be performed, all obligations set forth in Schedule 5 to this Loan Agreement. Implementation Arrangements 2. The Borrower shall ensure that the Project is implemented in accordance with the detailed Paragraph 1, Schedule 5 Complied with arrangements set forth in the PAM and RF, as applicable. Any subsequent change to the PAM shall become effective only after approval of such change by the Borrower and ADB. In the event of any discrepancy between the PAM and this Loan Agreement, the provisions of this Loan Agreement shall prevail. Environment 3. The Borrower shall ensure or cause MOWRAM to ensure that the preparation, design, Paragraph 2, Schedule 5 Being complied with construction, implementation, operation and decommissioning of the Project and all Project facilities comply with (a) all applicable laws and regulations of the Borrower relating to environment, health and safety; (b) the applicable principles and requirements sets forth in the SPS; and (c) all measures and requirements set forth in the EARF, IEE, the EMP, and any corrective or preventative actions set forth in a Safeguards Monitoring Report. 4. The Borrower shall ensure or cause MOWRAM to ensure that no Subproject with Category A Paragraph 3, Schedule 5 Being complied with environmental as defined in the SPS is financed under the Project. Land Acquisition and Involuntary Resettlement 5. The Borrower shall ensure or cause MOWRAM to ensure that all land and all rights- of-way Paragraph 4, Schedule 5 Being complied with required for the Project are made available to the Works contractor in accordance with the schedule agreed under the related Works contract and all land acquisition and resettlement activities are implemented in compliance with the RF and/or RPs based on (a) all applicable laws and regulations of the Borrower relating to land acquisition and involuntary resettlement; (b) the applicable principles and requirements set forth in the SPS; and (c) any necessary corrective or preventative actions set forth in a Safeguards Monitoring Report as agreed by the Inter-Ministerial Resettlement Committee (IRC).
UPLANDS IRRIGATION AND WATER RESOURCES MANAGEMENT SECTOR PROJECT, CAMBODIA (ADB LOAN 3289-CAM): PROJECT MANAGEMENT AND IMPLEMENTATION CONSULTANT
APPENDIX 6: MONITORING/REPORTING FORM FOR THE STATUS OF COMPLIANCE WITH LOAN COVENANTS Page 2 Reference in Loan Status of No. Covenant Remarks Agreement Compliance 6. Without limiting the application of the SPS or the RP(s), the Borrower shall ensure or cause Paragraph 5, Schedule 5 Being complied with MOWRAM to ensure that no physical or economic displacement takes place in connection with the Project until: (a) compensation and other entitlements have been provided to affected people in accordance with the RP(s); and (b) a comprehensive income and livelihood restoration program is in place in accordance with the RP(s). 7. The Borrower shall ensure or shall cause MOWRAM to ensure that no Subproject with Category Paragraph 6, Schedule 5 Being complied with A involuntary resettlement is financed under the Project. Indigenous Peoples 8. The Borrower shall ensure or cause MOWRAM to ensure that the Project does not have any Paragraph 7, Schedule 5 Complied with indigenous people’s impact, all within the meaning of the SPS. In the event that the Project does have any such impact, the Borrower shall take all steps required to ensure that the Project complies with the applicable laws and regulations of the Borrower and with the SPS. Human and Financial Resources to Implement Safeguards Requirements 9. The Borrower shall make available or cause MOWRAM to make available necessary budgetary Paragraph 8, Schedule 5 Being complied with and human resources to fully implement the EARF, EMP, RF, and RP(s). Safeguards – Related Provisions in Bidding Documents and Works Contracts 10. The Borrower shall ensure or cause MOWRAM to ensure that all bidding documents and Works Paragraph 9, Schedule 5 Being complied with contracts contain provisions that require contractors to: (a) comply with the measures relevant to the contractor set forth in the EMP and RP(s) (to the extent they concern impacts on affected people during construction), and any corrective or preventative actions set forth in a safeguards monitoring report in compliance with EARF and RF; (b) make available a budget for all such environmental and social measures; (c) provide MOWRAM with a written notice of any unanticipated environmental, resettlement or indigenous peoples risks or impacts that arise during construction, implementation or operation of the Project that were not considered in the EMP and RP(s); (d) adequately record the condition of roads, agricultural land, and other infrastructure prior to starting to transport materials and construction; and (e) reinstate pathways, other local infrastructure, and agricultural land to at least their pre- project condition upon the completion of construction. Safeguard Monitoring and Reporting 11. The Borrower shall do the following or cause MOWRAM to do the following: Paragraph 10, Schedule 5 Being complied with (a) submit semi-annual Safeguards Monitoring Reports to ADB and disclose relevant
UPLANDS IRRIGATION AND WATER RESOURCES MANAGEMENT SECTOR PROJECT, CAMBODIA (ADB LOAN 3289-CAM): PROJECT MANAGEMENT AND IMPLEMENTATION CONSULTANT
APPENDIX 6: MONITORING/REPORTING FORM FOR THE STATUS OF COMPLIANCE WITH LOAN COVENANTS Page 3 Reference in Loan Status of No. Covenant Remarks Agreement Compliance information from such reports to affected persons promptly upon submission; (b) if any unanticipated environmental and/or social risks and impacts arise during construction, implementation or operation of the Project that were not considered in the EMP and RP(s), promptly inform ADB of the occurrence of such risks or impacts, with detailed description of the event and proposed corrective action plan; and (c) report any actual or potential breach of compliance with the measures and requirements set forth in EMP or RP(s) promptly after becoming aware of the breach. 12. The Borrower shall ensure that within six months of the Effective Date an external monitoring Paragraph 11, Schedule 5 Being complied with agency acceptable to ADB is recruited from the counterpart funds for social safeguards monitoring. Prohibited List of Investments 13. The Borrower shall ensure that no proceeds of the loans are used to finance any activity included Paragraph 12, Schedule 5 Being complied with in the list of prohibited investment activities provided in Appendix 5 of the SPS. Labor Standards, Health, and Safety 14. The Borrower shall ensure or cause MOWRAM to ensure that the core labor standards and the Paragraph 13, Schedule 5 Being complied with Borrower’s applicable laws and regulations are complied with during Project implementation. MOWRAM shall include specific provisions in the bidding documents and Works contracts requiring that the contractors, among other things: (a) comply with the Borrower’s applicable labor law and regulations and incorporate applicable workplace occupational safety norms; (b) do not use child labor; (c) do not discriminate workers in respect of employment and occupation; (d) do not use forced labor; (e) allow freedom of association and effectively recognize the right to collective bargaining; and (f) disseminate, or engage appropriate service providers to disseminate, information on the risks of sexually transmitted diseases, including HIV/AIDS, to the employees of contractors engaged under the Project and to members of the local communities surrounding the Project area, particularly women. 15. The Borrower shall strictly monitor compliance with the requirements set forth in paragraph 12 Paragraph 14, Schedule 5 To be complied with above and provide ADB with regular reports. Gender and Development 16. The Borrower shall ensure or cause MOWRAM to ensure that (a) the GAP is implemented in Paragraph 15, Schedule 5 Being complied with accordance with its terms; (b) the bidding documents and Works contracts include relevant provisions for contractors to comply with the measures set forth in the GAP, including a provision that requires contractors to recruit at least 25% women as unskilled labor; (c) adequate resources are allocated for implementation of the GAP; (d) progress on implementation of the GAP, including progress toward achieving key gender outcome and output targets, are regularly monitored and reported to ADB; and (e) key gender outcome and output targets include, but not limited to: (i) at least 30% of women participation during the presentation on project design and
UPLANDS IRRIGATION AND WATER RESOURCES MANAGEMENT SECTOR PROJECT, CAMBODIA (ADB LOAN 3289-CAM): PROJECT MANAGEMENT AND IMPLEMENTATION CONSULTANT
APPENDIX 6: MONITORING/REPORTING FORM FOR THE STATUS OF COMPLIANCE WITH LOAN COVENANTS Page 4 Reference in Loan Status of No. Covenant Remarks Agreement Compliance discussion and planning of water distribution and cropping plans; (ii) at least 30% women membership in FWUCs; (iii) at least 30% women representation in FWUC management committee; (iv) at least 25% of unskilled labor employed in Works construction at equal wages shall be women; (v) at least 50% of project training to FWUC be participated by women; and (vi) capacity building of women in management of FWUC affairs, operation and maintenance and water management. Counterpart Support 17. The Borrower shall ensure that a counterpart fund necessary for the Project is provided on a Paragraph 16, Schedule 5 Being complied with timely basis. Operation and Maintenance 18. At the time of the design and cost estimate of each Subproject, the Borrower shall ensure that Paragraph 17, Schedule 5 Being complied with operation and maintenance costs shall be estimated and maintenance plans shall be prepared by PDWRAM with support of the project management implementation consultants and involvement of the FWUCs, which shall form the basis of calculating the average annual irrigation service fees for the operation and maintenance of the distribution canals. 19. After completion of each Subproject, the Borrower shall ensure that FWUCs collect adequate Paragraph 18, Schedule 5 To be complied with irrigation service fees to sustain the operation and maintenance of distribution canals in sound and functional order and provide additional counterpart funds to cover any shortfalls. 20. Before and after the completion of the irrigation systems, the Borrower shall ensure that adequate Paragraph 19, Schedule 5 To be complied with counterpart funds are allocated each year and provided on a timely basis for the operation and maintenance of the main canals. 21. Prior to award of the related Works contracts, PDWRAM shall sign MOUs with the respective Paragraph 20, Schedule 5 Being complied with FWUCs in accordance with the recently approved law on FWUCs. Each MOU shall outline (a) role and responsibilities of the FWUC; and (b) amount of irrigation service fee per hectare, which shall be determined during the design and cost estimation of each Subproject. 22. Prior to the completion of the Taing Krasang main canal works, the Borrower shall ensure that a Paragraph 21, Schedule 5 Being complied with tripartite water allocation agreement has been signed between PDWRAM- Kampong Thom, FWUCs and private land owners, which agreement clearly specifies the quantity, timing and duration of water to be supplied to the private land owners and the water charges to be paid by them. Subproject Eligibility and Selection Criteria 23. The Borrower shall ensure and shall cause MOWRAM to ensure that all Subprojects are selected Paragraph 22, Schedule 5 Complied with in accordance with the procedures as described in the PAM, and shall meet the screening and eligibility criteria agreed between the Borrower and ADB and documented in the PAM. Specifically, the Borrower shall ensure or cause MOWRAM to ensure that each Subproject meets the following criteria:
UPLANDS IRRIGATION AND WATER RESOURCES MANAGEMENT SECTOR PROJECT, CAMBODIA (ADB LOAN 3289-CAM): PROJECT MANAGEMENT AND IMPLEMENTATION CONSULTANT
APPENDIX 6: MONITORING/REPORTING FORM FOR THE STATUS OF COMPLIANCE WITH LOAN COVENANTS Page 5 Reference in Loan Status of No. Covenant Remarks Agreement Compliance (a) with category B or less in terms of environmental impact; Being complied with (b) with category B or less in terms of involuntary resettlement impact; (c) with category C in terms of indigenous peoples impact; (d) irrigation system having low irrigation efficiency and water productivity, and scope for substantial enhancement of both irrigation efficiency and water productivity; (e) involving only rehabilitation of existing systems or related schemes and should not involve construction of new systems; (f) being located outside the Tonle Sap basin; (g) involving rehabilitation of both primary and secondary canals to ensure that water reached the farm; (h) not being covered by other ongoing or proposed projects financed by ADB or any other development partners; (i) beneficiaries including sharecroppers, poor farmers, and women farmers; and (j) being economically viable; and technically, socially and environmentally feasible with the EIRR of each subproject being greater than 12%. Grievance Redress Mechanism 24. Within six months of Effective Date, the Borrower shall ensure or cause MOWRAM to ensure that Paragraph 23, Schedule 5 Complied with separate safeguards grievance redress mechanisms for environmental and social safeguards, acceptable to ADB, are established in accordance with the provisions of the EARF, IEE, EMP, RF and RP(s), within the timeframes specified in the relevant EARF, IEE, EMP, RF and RP(s), to consider safeguards complaints. Governance and Anti-Corruption 25. The Borrower, MOWRAM and Project Provinces shall (a) comply with ADB’s Anti- corruption Paragraph 24, Schedule 5 Being complied with Policy (1998, as amended to date) and acknowledge that ADB reserves the right to investigate directly, or through its agents, any alleged corrupt, fraudulent, collusive or coercive practice relating to the Project; and (b) cooperate with any such investigation and extend all necessary assistance for satisfactory completion of such investigation. 26. The Borrower, MOWRAM and Project Provinces shall ensure that the anti-corruption provisions Paragraph 25, Schedule 5 Being complied with acceptable to ADB are included in all bidding documents and contracts, including provisions specifying the right of ADB to audit and examine the records and accounts of the executing and implementing agencies and all contractors, suppliers, consultants, and other service providers as they relate to the Project. Accounts, Records, and Financial Statements 27. (a) The Borrower shall (i) maintain separate accounts and records for the Project; (ii) prepare Section 4.02, Article IV Being complied with annual financial statements for the Project in accordance with accounting principles acceptable to ADB; (iii) have such financial statements audited annually by independent
UPLANDS IRRIGATION AND WATER RESOURCES MANAGEMENT SECTOR PROJECT, CAMBODIA (ADB LOAN 3289-CAM): PROJECT MANAGEMENT AND IMPLEMENTATION CONSULTANT
APPENDIX 6: MONITORING/REPORTING FORM FOR THE STATUS OF COMPLIANCE WITH LOAN COVENANTS Page 6 Reference in Loan Status of No. Covenant Remarks Agreement Compliance auditors whose qualifications, experience and terms of reference are acceptable to ADB, in accordance with international standards for auditing or the national equivalent acceptable to ADB; (iv) as part of each such audit, have the auditors prepare a report (which includes the auditors’ opinion on the financial statements, use of the Loan proceeds and compliance with the financial covenants of this Loan Agreement as well as on the use of the procedures for imprest fund and statement of expenditures) and a management letter (which sets out the deficiencies in the internal control of the Project that were identified in the course of the audit, if any); and (v) furnish to ADB, no later than 6 months after the end of each related fiscal year, copies of such audited financial statements, audit report and management letter, all in the English language, and such other information concerning these documents and the audit thereof as ADB shall from time to time reasonably request. (b) ADB shall disclose the annual audited financial statements for the Project and the opinion of the auditors on the financial statements within 30 days of the date of their receipt by posting them on ADB’s website. (c) The Borrower shall enable ADB, upon ADB's request, to discuss the financial statements for the Project and the Borrower's financial affairs where they relate to the Project with the auditors appointed pursuant to subsection (a)(iii) hereinabove, and shall authorize and require any representative of such auditors to participate in any such discussions requested by ADB. This is provided that such discussions shall be conducted only in the presence of an authorized officer of the Borrower unless the Borrower shall otherwise agree. Inspection 28. The Borrower shall enable ADB's representatives to inspect the Project, the Goods and Works, Section 4.03, Article IV Being complied with and any relevant records and documents.
UPLANDS IRRIGATION AND WATER RESOURCES MANAGEMENT SECTOR PROJECT, CAMBODIA (ADB LOAN 3289-CAM): PROJECT MANAGEMENT AND IMPLEMENTATION CONSULTANT
APPENDIX 7:
MONITORING/REPORTING FORM FOR PROGRESS IN GAP IMPLEMENTATION
APPENDIX 7: MONITORING/REPORTING FORM FOR PROGRESS IN GAP IMPLEMENTATION Page 1 MONITORING/REPORTING FORM FOR PROGRESS IN GAP IMPLEMENTATION M&E Form no. 6 Version: September 2016
Reporting Date: ______(quarterly) Prepared by: ______PMU Gender Officer supported by PMIC Gender Specialist
Activities, Indicators, and Targets Achievement to Date Issues and Challenges (This should include information on period of actual implementation, sex- (Please include reasons why an disaggregated qualitative and quantitative updates (e.g. number of participating activity was not fully women, women beneficiaries of services, etc.) implemented, or if targets fall short, or reasons for delay, etc.) Output 1: Enhanced efficiency and climate resilience of irrigation systems in the project area 1.1 Orientation and training on construction work, such Undertaken in TK and PC by the contractors. as on canal measurements and work specifications, should be provided to women to ensure the quality of construction work. 1.2 Women who can read and write are encouraged to All office support staff of PC contractor are women. be hired as record keepers. 1.3 Orientation on gender equality should be provided to Undertaken in TK and PC by PMIC Gender Specialist. constructors. 1.4 Gender equity and labor arrangements should be Included in contracts of contractors in TK and PC. included in the contract of construction companies, Status of unskilled women laborers in both core subprojects: i.e. at least 25% of unskilled labor will be given to TK Subproject PC Subproject Time- local women during construction and there should be GAP Contract Contract frame Total F (%) Total F (%) equal pay for equal work. name name
Unskilled CW07 90 21 QPR10 labors CW04 53 55 CW08 86 21 Average 176 21
1.5 At least 30% of women should participate during the Being complied with. presentation of project design and in the discussion and planning of the water distribution and cropping plans. 1.6 Conduct meeting with women farmers separately Undertaken in TK and PC by PMIC Gender Specialist. (especially in early stage of the project) to ensure
UPLANDS IRRIGATION AND WATER RESOURCES MANAGEMENT SECTOR PROJECT, CAMBODIA (ADB LOAN 3289-CAM): PROJECT MANAGEMENT AND IMPLEMENTATION CONSULTANT
APPENDIX 7: MONITORING/REPORTING FORM FOR PROGRESS IN GAP IMPLEMENTATION Page 2
Activities, Indicators, and Targets Achievement to Date Issues and Challenges (This should include information on period of actual implementation, sex- (Please include reasons why an disaggregated qualitative and quantitative updates (e.g. number of participating activity was not fully women, women beneficiaries of services, etc.) implemented, or if targets fall short, or reasons for delay, etc.) that their ideas will be collected in developing gender project plans. Output 2: Improved water resource management 2.1 Encourage both husband and wife to register as Complied with during the process of FWUC formation. member in the FWUC to ensure that at least 30% of the members are women. 2.2 Women, as FWUC members, are given equal Will be complied with as soon as FWUCs training is conducted. opportunity with men to participate in project training. 2.3 Develop the knowledge, communication and Will be complied with when FWUC training is conducted. leadership skills of women members through awareness-raising and training to enable them to be leaders of FWUC. 2.4 At least 30% of FWUC management committee Complied with. members, including design and construction committee, are women. 2.5 Ensure that women will take part in the operations Will be complied with when O&M of irrigation system commences. and maintenance activities with potential for payment or support for livelihood activity. 2.6 Provide coaching on gender awareness and Will be complied with when training commences. leadership for the gender focal person to ensure that they are able to conduct training within MOWRAM and PDWRAM officials and to women FWUCs.
UPLANDS IRRIGATION AND WATER RESOURCES MANAGEMENT SECTOR PROJECT, CAMBODIA (ADB LOAN 3289-CAM): PROJECT MANAGEMENT AND IMPLEMENTATION CONSULTANT
APPENDIX 8:
CONTRACT ADMINISTRATION MONITOR, TAING KRASAING SCHEME (CW04)
APPENDIX 8: CONTRACT ADMINISTRATION MONITOR, TAING KRASAING SCHEME (CW04) Page 1 CONTRACT ADMINISTRATION MONITOR, TAING KRASAING SCHEME (CW04) Subproject S-Curve Planned vs. Actual (as of 30 June 2018)
As of Jan 17 As of Feb 17 As of Mar 17 As of Apr 17 As of May 17 As of Jun 17 As of Jul 17 As of Aug 17 As of Sep 17 As of Oct 17 As of Nov 17 As of Dec 17 As of Jan 18 As of Feb 18 As of Mar 18 As of Apr 18 As of May 18 As of Jun 18 97.20% 98.29% 93.46% 100.000% 87.70% 99.485% 96.482% 80.50% 92.183%
73.21% 85.485%
66.58% 77.347% 60.650% 58.240% 68.989% 55.980% 56.591% 52.765% 49.331% 59.731% 54.465% 56.373% 42.965% 52.977% 49.419% 33.883% 46.401% 29.746% 40.893%
18.470% 30.055%
20.547% 4.384% 0.000% 6.889%
0.000% 1.581%
Planned Actual
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APPENDIX 9:
CONTRACT ADMINISTRATION MONITOR, PREK CHIK DISTRIBUTION SYSTEM (CW07 AND CW08)
APPENDIX 9: CONTRACT ADMINISTRATION MONITOR, PREK CHIK DISTRIBUTION SYSTEM (CW07 AND CW08) Page 1 CONTRACT ADMINISTRATION MONITOR, PC PACKAGE 1 (CW07) Subproject S-Curve Planned vs. Actual (as of 30 June 2018)
As of 5 May 2017 As of 5 June 2017 As of 5 July 2017 As of 5 Augt 2017 As of 5 Sep 2017 As of 5 Oct 2017 As of 5 Nov 2017 As of 5 Dec 2017 As of 5 Jan 2018 As of 5 Feb 2018 As of 5 Mar 2018 As of 5 Apr 2018 As of 5 May 2018 As of 5 June 2018 As of 5 July 2018
99.65% 90.95%
99.74% 81.95% 77.06% 71.16% 71.39%
63.26% 60.24% 56.10%
42%
50.66% 27.00%
13.22% 15.16% 30.75% 0.00% 0.00% 12.33% 0.31% 6.69% 0.27% 0.54% 0.80% 0.89% 18.06% 0.72% 12.80% 0% 0.63%
Planned Actual
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APPENDIX 9: CONTRACT ADMINISTRATION MONITOR, PREK CHIK DISTRIBUTION SYSTEM (CW07 AND CW08) Page 2 CONTRACT ADMINISTRATION MON ITOR, PC PACKAGE 2 (CW08) Subproject S-Curve Planned vs. Actual (as of 30 June 2018)
As of 4 Aug 2017 As of 4 Sep 2017 As of 4 Oct 2017 As of 4 Nov 2017 As of 4 Dec 2017 As of 4 Jan 2018 As of 4 Feb 2018 As of 4 Mar 2018 As of 4 Apr 2018 As of 4 May 2018 As of 4 Jun 2018 As of 4 Jul 2018
87.28% 90.56% 83.15% 74.99% 87.25% 90.33% 83.82% 64.25% 54.59% 71.28% 42.92% 58.31% 34.01%
25.00% 46.60% 21.71% 33.64% 12.04% 0.00% 20.67% 0.00% 2.66% 5.95% 10.18%
Planned Actual
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APPENDIX 10:
PROGRESS OF FWUC FORMATION AND DEVELOPMENT
APPENDIX 10: PROGRESS OF FUWC FORMATION AND DEVELOPMENT Page 1 Royal Government of Cambodia Nation Religion King
Ministry of Water Resources and Meteorology Department of Farmer Water Users Community
BATTAMBANG PROVINCE
From : The Farmer Water User Community Establishment and Strengthened Working Group To : Project Director, Deputy Director General for Technical Affair Subject : Meeting Report on processing FWUCs Formation of Step 8, Activities 8.2 in Prek Chik Irrigation System in Rukahkiri and Mong Russey district, Battambang Province.
Dear Director,
As mentioned in subject above, we are very pleased to inform the Deputy Director General for Technical Affairs and Project Director that from 21st May 2018 till 06th June 2018, the FWUC working group has kept fulfilling the mission at Prek Chik Irrigation System located at Rukahkiri and Mong Russey District, Battambang Province in order to have a meeting with the involved local authorities, FWUC committees, and farmers in the target villages/communes on:
• Promoting the FWUC Satute of Prek Chik Irrigation System, already signed by the FWUC committees and the involved local authorities of villages and communes; and • Recording the land area from farmers who have received benefits from the irrigation system..
1. Project Summary
The Uplands Irrigation and Water Resource Management Sector Project is a project that has received a loan from the Asian Development Bank (ADB Loan 3289-CAM) through the Ministry of Water Resources and Meteorology and the Royal Government of Cambodia. The project objective is to support the Rectangular Strategy of the Royal Government of Cambodia, Phase III to promote national economic growth through the rehabilitation, modernization, and climate proofing of the irrigation system in Battambang province (Prek Chik Subproject) and Kampong Thom province (Taing Krasaing and O Kra Nhak subprojects). The project's long- term strategic goal is to make the FWUCs more efficient and reduce the vulnerability of Cambodian people to natural disasters.
2. Scope of Prek Chik Irrigation System
The Prek Chik irrigation scheme covers a total area of 12,047 hectares (ha) located in two districts and four communes: Prek Chik, Prey Tralach communes in Rukahkiri and Kear and Prey Svay commune in Mong Russey district of Battambang province. Each commune has several beneficiary villages:
• Prek Chik commune has 6 villages including Prek Chik, Preaek Taven, Chhker Kham Pres, Khnach Ampor, Thnom, and Siem. • Prey Tralach commune has 2 villages: Chong Por and Prey Khlot. • Kear commune has 4 villages: Roka Chhmol, Run, Koh Thkov, and Ta Nak. • Prey Svay commune has 1 village: Cham Ro A.
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APPENDIX 10: PROGRESS OF FUWC FORMATION AND DEVELOPMENT Page 2 3. Objective of Meeting
• To make all concerned people understand the FWUC Statute; • To ensure the efficient management and division of FWUC’s general works; • To ensure policy implementation and irrigation system management by the beneficiaries and efficient and sustainable participatory irrigation, management, and development (PIMD); • To assure that farmers who benefit from irrigation system know about the FWUC statute and participate in the care, protection, and the responsibilities in irrigation system operation and maintenance.
4. Mission Team Members of DFWUC
▪ Mr. Tan Naren DFWUC Facilitator/Team Leader ▪ Mrs. Laing Sokim DFWUC Facilitator/Team Member ▪ Mr. Cheanov Bundara DFWUC Facilitator/Team Member ▪ Mrs. Phan Reasey DFWUC Facilitator Team
5. Outputs
5.1. Dissemination Meeting
The dissemination meeting above on Step 8, Activity 8.2 was conducted on 21 May 2018 to 7 June 2018 and covered the following main topics:
• Presentation on the essentials of creating FWUCs; • Presentation of the map and scope of Prek Chik irrigation system; • Presentation on the management structure of FWUCs; • Presentation on the obligations and rights of FWUC members; • Presentation on the roles and duties of FWUCs, farmer water user subgroups (FWUSGs), and farmer water user groups (FWUGs); • Presentation on the sources of FWUC revenues and expenses; • Presentation on the contribution for the use of irrigation system by FWUC members in order to support irrigation system sustainability and development; • Presentation on the measures and fines on FWUCs to prevent damage to the irrigation system in different situations; and • Presentation on the work plan for implementation.
5.2. Participants
The above meeting was attended by technical officials of BTB, concerned PDWRAM district/provincial agencies; local authorities of villages, districts, communes involved; FWUC committees; and farmers from the villages, districts, and communes involved in the Prek Chik irrigation system. Details are in the table below.
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APPENDIX 10: PROGRESS OF FUWC FORMATION AND DEVELOPMENT Page 3 FWUC Meeting Dates, Venues, and Participants Upland Irrigation and Water Resources Management sector Local FWUCs # Farmers Grand No. Date Place Projects Authorities F (%) Total (UIWRMSP) DFWUC PDWRAM PMIC DG CC VL Total F F (%) Total F F (%) 1. Kea Commune, Mong Russey District, Battanbang Province 1 22/05/18 Run Village 4 2 0 0 1 1 4 2 50 % 53 30 57 % 65 52 % 2 23/05/18 Koh Thkov Village 4 2 0 0 1 1 2 0 0 % 47 21 45 % 57 40 % 3 24/05/18 Ta Nak Village 4 2 0 1 1 1 3 0 0 % 51 22 43 % 63 38 % 4 25/05/18 Roka Chhmol Village 4 2 0 0 1 1 4 1 25 % 52 31 60 % 64 53 % 2. Prey Svay Commune, Mong Russey District, Battanbang Province 1 26/05/18 Cham Ro A Village 4 2 0 1 1 1 6 2 33 % 50 15 30 % 65 28 % 3. Prey Tralach Commune, Rukahkiri District, Battambang Province 1 28/05/18 Chong Por Village 4 2 0 0 1 1 4 2 50 % 49 27 55 % 61 53 % 2 29/05/18 Prey Khlot Village 4 2 0 1 1 1 4 0 0 % 52 31 60 % 65 51 % 4. Prek Chik Commune, Rukahkiri District, Battambang Province 1 30/05/18 Siem village 4 2 0 0 1 1 3 1 33 % 50 31 62 % 61 58 % ChhkerKham Pres 2 31/05/18 4 2 0 0 1 1 2 0 0 % 52 25 48 % 62 44 % Village Khnach Ampor 3 01/06/18 4 2 0 0 1 1 3 1 33 % 49 19 39 % 60 35 % Village 4 02/06/18 Thnom Village 4 2 0 0 1 1 3 0 0 % 50 31 62 % 61 58 % Prek Chik 5 04/06/18 4 2 0 0 1 1 5 1 20 % 49 24 49 % 62 45 % Village 6 05/06/18 Preaek Taven Village 4 2 0 0 1 1 3 1 33 % 47 18 38 % 58 28 % Total 52 26 0 3 13 13 46 11 24 % 651 325 50 % 804 46 % Please see attendant lists of participants in attachments.
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APPENDIX 10: PROGRESS OF FUWC FORMATION AND DEVELOPMENT Page 4 6. Action Plan for Next Step
Step 8, Activity 8.3 involves a meeting to officially announce the use of the FWUC statute of Prik Chek irrigation system.
7. Conclusion
We observed that the concerned local authorities, members of FWUC committees, and citizens who benefit from the Prek Chik irrigation system have acquired knowledge on the FWUC statute for the PC irrigation system, which is part of the law supporting policy implementation and joint irrigation system management by the beneficiaries and PIMD. Moreover, it will ensure the efficient management and maintenance of the irrigation system for sustainability purposes.
As described above, I would like to submit the report to the Deputy Director for Technical Affairs and Project Director of PMU, ADB-MOWRAM for information.
From the FWUC Working Group with our high respects.
Phnom Penh, 11 June 2018
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APPENDIX 11:
BASSAC-O TRACHEK CHIT JOROP PRELIMINARY REPORT
APPENDIX 11: BASSSAC- O TRACHEK CHIT JOROP PRELIMINARY REPORT Page 1
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JOINT RESERVOIR OPERATION FOR BASSAC AND O TRA CHEAK CHIT
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APPENDIX 11: BASSSAC- O TRACHEK CHIT JOROP PRELIMINARY REPORT Page 2 Table of Contents
Page
List of Figures ...... 3 List of Annexes ...... 3 A. Introduction ...... 4 1. Objective of JOROP ...... 4 2. Proposed JOROP for Bassac and OTCC Reservoirs ...... 4 a. Reservoir and Irrigation Systems ...... 5 b. River System and Catchment Area ...... 6 B. Hydrologic and Operational Data ...... 7 1. Hydromet and Hydrologic Data ...... 7 2. Reservoir Capacity-Elevation Data ...... 8 3. Long-term Runoff Data...... 9 4. Irrigation Water Requirement ...... 10 C. Formulation of the Planning Model ...... 12 1. Set-up of the Reservoir Systems ...... 13 2. Linking the Two Reservoirs ...... 13 3. Water Resources Assessment of OTCC Reservoir ...... 13 D. Reservoir Operation Study ...... 14 E. Findings and Recommendations ...... 15
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APPENDIX 11: BASSSAC- O TRACHEK CHIT JOROP PRELIMINARY REPORT Page 3 List of Figures
Number Title Page 1 Layout of Prek Chik Irrigation System ...... 5 2 Duckbill Spillway ...... 6 3 Bassac Gated Spillway ...... 6 4 Catchment Area of Prek Chik Water Sources ...... 7 5 Seasonal Rainfall Distribution at Battambang ...... 7 6 Annual Rainfall at Battambang Station ...... 8 7 Elevation Storage Curve for O Tra Cheak Chit Reservoir ...... 8 8 Elevation Storage Curve for Bassac Reservoir ...... 9 9 Histoplots of Battambang Rainfall and Sangker Discharge Data ...... 10 10 Water Balance in the Paddy Field ...... 10 11 Proposed Cropping Calendars ...... 12 12 Layout of the OTCC Reservoir and Command Area ...... 14
List of Annexes
Number Title Page A Ten-day Rainfall Data at Moung Russey, Battambang (Sta. No. 130305)...... 16 B Ten-day Discharge Data at Sangker River, Battambang (Sta. No. 550102)...... 17 C-1 Ten-day Irrigation Water Requirement for Early Rice–Rice Cropping Starting on 1 June ...... 18 C-2 Ten-day Irrigation Water Requirement for Medium Rice Cropping Starting on 1 July ...... 19 D Annual Summary of Reservoir Operation Runs for OTCC Reservoir...... 20 E Annual Summary of Reservoir Operation Runs for Bassac Reservoir ...... 21
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APPENDIX 11: BASSSAC- O TRACHEK CHIT JOROP PRELIMINARY REPORT Page 4 BASSSAC – O TRA CHEAK CHIT JOINT RESERVOIR OPERATION (JOROP): PRELIMINARY REPORT
A. Introduction
1. The Upland Irrigation and Water Resources Management Sector Project (UIWRMSP) includes an innovative approach to effectively manage the operation of the reservoir irrigation systems in Kampong Thom and Battambang provinces.
2. The irrigation system of Prek Chik (PC) is supplied by Bassac Reservoir located about 11 kilometers (km) upstream. Water is released from the reservoir to the diversion dam supplying the main canal of PC command area. The JOROP for Bassac Reservoir was originally conceived to jointly regulate the flow at the existing Bassac and the proposed Dauntry reservoirs. However, the development of the Dauntry reservoir has been delayed and would not be available during this study. As a replacement, the smaller O Tra Cheak Chit (OTCC) Reservoir was included as a supplementary water source to directly supply the main canal of the PC irrigation system.
3. This preliminary report presents the work done so far in collecting and processing the relevant data to be used in the preparation of the JOROP for Bassac and OTCC reservoirs. Furthermore, the report contains the planning model formulated to assess the water resources of OTCC and Bassac reservoirs and to determine the extent of the command area that can be supplied by reservoirs independently and jointly. The result of this reservoir evaluation will be used in the subsequent formulation of the JOROP operational model for the Bassac and OTCC reservoirs.
1. Objective of JOROP
4. The main objective of JOROP is to combine the water management of the two reservoir systems for the following reasons:
• To maximize the use of the water resources of the two reservoir systems: • To improve the reliability and operation of the reservoir and irrigation facilities; • To adapt a water management system to improve the equitable supply and delivery of water to the farms; and • To increase the income of farmers by mitigating the risk of water shortages and flooding and encourage them to invest in increasing their farm yields.
2. Proposed JOROP for Bassac and OTCC Reservoirs
5. An irrigation water management system (WMS) is a necessary tool to effectively and efficiently operate any irrigation system. The proposed JOROP is a WMS designed to jointly operate the Bassac and OTCC reservoirs to supply the water demand of the PC irrigation system. The main components of the JOROP WMS are the following:
• Irrigation facilities: Bassac and OTCC reservoir systems; • Water management organizations: FWUC and PDWRAM; and • Water management procedure: JOROP WMS.
6. Presently, the proposed improvement and upgrading of the PC irrigation system is ongoing, and more detailed technical information on the irrigation facilities will be presented in a subsequent update of the Bassac–OTCC JOROP Report. With regard to the water management organization that will operate the irrigation system, a field visit will be undertaken to discuss with the Battambang PDWRAM the details on the organizational set- up and present the procedures being adopted for the PC irrigation system.
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APPENDIX 11: BASSSAC- O TRACHEK CHIT JOROP PRELIMINARY REPORT Page 5 7. It must be noted that the OTCC Reservoir was included as part of the JOROP system after the Dauntry reservoir development was delayed. However, an updated version of the JOROP WMS will have to include the Dauntry reservoir and its significant contribution to the water resources and potential expansion of the command area.
a. Reservoir and Irrigation Systems
8. The PC irrigation system is located in the province of Battambang. Its canal system covers a command area of 27,750 ha, as shown in Figure 1 below.
Figure 1: Layout of Prek Chik Irrigation System
9. The system is presently supplied by a diversion structure located along Moung River. The diversion structure is composed of a duckbill (octagonal fence shape) weir and automatic flap gate regulator integrated in an earth embankment anchored to the riverbank (Fig. 2). The Uplands Irrigation Project PPTA proposed to raise the height of the duckbill weir to increase the flow to the PC main canal (MC). Based on the PPTA drawings, the original crest elevation of 21.1 m will be raised to 21.5 m. The PPTA study indicated that the MC discharge capacity is 20 cubic meters per second (cumec) (page 17), while in Table 2, the canal discharge is 37.4 cumec. A review of the MC capacity, using the updated PMIC design parameters, gave a value of only 15 cumec. This limited canal capacity will somehow affect the operation of the PC irrigation system.
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APPENDIX 11: BASSSAC- O TRACHEK CHIT JOROP PRELIMINARY REPORT Page 6 Figure 2: Duckbill Spillway
10. Upstream of the PC diversion structure is Bassac Reservoir, which regulates the flow of Moung River through a gated overflow spillway and outlet structure (Fig. 3). The gated overflow spillway consists of seven flap steel gates (4 x 8.7 m) on top of the crest of an overflow weir, while the outlet structure consists of one vertical lift steel gate 4 x 1 m).
Figure 3: Bassac Gated Spillway
11. The OTCC Reservoir is proposed as a supplemental water source for the PC irrigation system. This reservoir will be rehabilitated and improved to double its storage capacity and will be linked to the Prek Chik MC. This reservoir has an existing command area of about 1,000 ha, but the actual area supplied is much less.
b. River System and Catchment Area
12. The water source for the PC irrigation system is the Moung Russey River, which is one of many tributaries of the Tonle Sap Lake. The catchment area of the Moung River originates from the high mountains bordering the northern portion of the river basin, while the bigger part of the river basin is located on the western side, covered by vast valleys surrounded by hills and low mountain ranges. The catchment areas of the water sources are shown in Figure 4.
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APPENDIX 11: BASSSAC- O TRACHEK CHIT JOROP PRELIMINARY REPORT Page 7 Figure 4: Catchment Area of Prek Chik Water Sources
13. The estimated catchment area of Bassac Reservoir is 652 square kilometers (sq km), while the intermediate catchment between Bassac Reservoir and the PC diversion structure is 36 sq km. The supplementary water source of OTCC Reservoir is another smaller tributary that also drains towards Tonle Sap and crosses the command area of PC. This small reservoir has a catchment area of 92 sq km.
B. Hydrologic and Operational Data
14. Data collection has been initiated to compiling all the data and information to be used in running the JOROP planning model and operational model. These data include hydromet and hydrologic data, reservoir topographic survey data, and dimensions of irrigation and canal structures.
1. Hydromet and Hydrologic Data 15. These were taken from the technical and study reports, such as the Cambodia Water Resources Profile (2014) and data provided by the Department of Hydrology and River Works (DHRW) of MOWRAM. Rainfall data are available from several observation stations located around the project area. Many of the rainfall stations are recently installed and have very short time series records. The most notable of these stations in terms of the proximity and time period of records is Moung Ruessei in Battambang. The records available from this station are given below while the seasonal rainfall distribution is shown in Figure 5. There is no noticeable trend in the annual rainfall based on the five-year moving average trend analysis, as shown in Figure 6. The 10-day rainfall for Battambang is in Annex A. Figure 5: Seasonal Rainfall Distribution at Battambang
300
250
200
150
100
Mean Monthly Rainfall, mm Rainfall, Monthly Mean 50
0 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Annual Station Location Records Rainfall 130305 Moung Ruessei, Battambang 1982 -2014 1,265 mm
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APPENDIX 11: BASSSAC- O TRACHEK CHIT JOROP PRELIMINARY REPORT Page 8 Figure 6: Annual Rainfall at Battambang Station
1800
1600 1400
1200
1000 800
600 Annual Rainfall Annual Rainfall, mm Rainfall, Annual 400 5 per. Mov. Avg. (Annual Rainfall) 200
0 1982 1987 1992 1997 2002 2007 2012
2. Reservoir Capacity-Elevation Data
16. These were prepared using the topographic–bathymetric survey of the reservoir lake area. The elevation-storage curves for OTCC and Bassac reservoirs are presented in Figures 7 and 8, respectively.
Figure 7: Elevation Storage Curve for O Tra Cheak Chit Reservoir
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APPENDIX 11: BASSSAC- O TRACHEK CHIT JOROP PRELIMINARY REPORT Page 9 Figure 8: Elevation Storage Curve for Bassac Reservoir BASSAC RESERVOIR Catchment Area = 652 sq.km. ELEV AREA VOL ACCUM VOL Check Elevation - Lake Area - Storage Curves (M) (Km2) (MCM) (MCM) Equation 50 40.0 0.022 0.000 0.000 40.07 43.0 0.328 0.524 0.524 42.34 49 44.6 0.520 0.678 1.202 44.34 45.0 0.616 0.227 1.430 44.83 48 45.5 0.737 0.338 1.768 45.43 46.0 0.868 0.401 2.169 45.98 47 46.5 0.974 0.461 2.630 46.46 46 47.0 1.130 0.526 3.156 46.89 Lake Area Curve 47.5 1.327 0.614 3.770 47.32 45 Active Storage Curve
47.9 1.516 0.540 4.310 47.70 Elev(m) 48.0 1.613 0.188 4.498 47.84 44 48.5 1.851 0.866 5.364 48.54 49.0 2.082 0.983 6.347 49.40 43 ELev = -0.0115V4 + 0.2189V3 - 1.4882V2 + 5.0373V + 40.074 49.5 2.488 1.142 7.489 50.10 42 49.6 2.680 0.258 7.748 50.14 41 Spillway Crest Elev. = 48.570 m 5.400 mcm 40 . Outlet Invert = 44.570 m 0 1 2 3 4 5 6 7 8 9 1.202 mcm Area x 10 (sqkm) and Storage (mcm) Active Storage = 4.198 mcm
3. Long-term Runoff Data
17. There are several hydrologic (stream gauging) stations found in the province of Battambang. However, most of these stations are recently established and do not have discharge rating equations to convert the gauge readings. The main consideration in the selection of the reference discharge station is the length of record, proximity, and size of catchment area. Two discharge gauging stations were found to be adequate and are shown below.
Catchment Runoff Depth Station River Data Period (sq km) (mm) 551101 Dauntry 833 2001-2003 - 550102 Sangker 3,230 1962-2010 608
18. Considering the overall limitation in suitable data, the long-term streamflow data were prepared using the daily discharge data of Sangker River. The data available for Sangker are fragmentary and need to be augmented by filling up missing data and extending the discharge records.
19. The discharge data of Sangker station and Battambang rainfall data show significant similar pattern, as shown in Figure 9. Hence, the discharge data of Sangker River were augmented using the rainfall data for Moung Ruessei (Battambang) station by applying a multivariate regression equation as shown below.
Q = 0.412 * R + 0.01 *LR + 0.5
where: Q – monthly mean discharge at Bassac (cm) R – monthly rainfall at Battambang (mm) LR – Lag 1-month monthly rainfall of Battambang (mm)
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APPENDIX 11: BASSSAC- O TRACHEK CHIT JOROP PRELIMINARY REPORT Page 10 Figure 9: Histoplots of Battambang Rainfall and Sangker Discharge Data
Battambang Rainfall and Sangker Runoff
300.0 450
400 250.0 RAINFALL RUNOFF 350
200.0 300
250 150.0
200 RAINFALL IN MM RAINFALL
100.0 150 IN CUMEC RUNOFF
100 50.0 50
0.0 0 1983 1984 1985 1986 1987 1988 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 CALENDAR YEAR
20. The augmented monthly runoff data at Sangker station were converted to 10-day discharges by using the weighted ratio of days between the preceding and succeeding month’s discharge. The final step in the derivation of flows is transposing the discharge data to the Bassac, Prek Chik, and O Tra Cheak Chit dam sites by applying the ratio of their drainage areas. The 10-day mean discharge for Sangker River is presented in Annex B.
4. Irrigation Water Requirement
21. The computation of the irrigation water requirement was based on the water balance in the paddy field. The computation followed an accounting of the inflow and outflow of water in the paddy system. Figure 10 illustrates the concept and components of the water balance analysis.
Figure 10: Water Balance in the Paddy Field
22. The field water requirement, also called the crop water requirement, is the amount of water used in maintaining the crop and is expressed by the following equation:
FWR = LS + F + CU + P
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APPENDIX 11: BASSSAC- O TRACHEK CHIT JOROP PRELIMINARY REPORT Page 11 where: FWR - Field water requirement (mm) LS - Land soaking requirement (mm) F - Initial flooding requirement (mm) CU - Consumptive use (mm) P - Percolation loss (mm)
23. Irrigation is only provided when rainfall is insufficient to satisfy the field water requirement and to supplement any expected deficits such as mandatory drainage. The net farm requirement or crop irrigation requirement is computed using the following equation.
NFR = FWR – Effective Rainfall
where: NFR - Net farm requirement (mm) FWR - Field water requirement (mm) Effective rain - Effective rainfall (mm)
24. The diversion water requirement (DWR) is computed by dividing the net farm requirement (NFR) by the overall irrigation efficiency, as shown below.
DWR = NFR / Irrg Eff
where: DWR - diversion water requirement (mm) NFR - field water requirement (mm) Irrg. Eff. - irrigation efficiency
25. The irrigation water requirement was computed using the Excel Visual Basic Application (VBA) program called CROP Version 1.51 developed by the International Hydrologist. The following input parameters were adopted in determining the 10-day irrigation water requirement. The computed 10-day irrigation water requirement is presented in Annexes C-1 and C-2.
130 mm (1st crop) Land saturation requirement 100 mm (2nd crop) Initial irrigation after broadcasting 20 mm Percolation rate 1.5 mm per day 40% (1st crop) Irrigation overall efficiency 40% (2nd crop)
26. Two types of cropping calendars were used in the water requirement computation after reviewing the pattern of the seasonal rainfall and inflow to the reservoir; these are shown below (Fig. 11).
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APPENDIX 11: BASSSAC- O TRACHEK CHIT JOROP PRELIMINARY REPORT Page 12 Figure 11: Proposed Cropping Calendars
C. Formulation of the Planning Model
27. As part of developing the JOROP for the Bassac and OTCC reservoirs, it is necessary to firm up the command area of both reservoirs, initially independently and later, jointly. The water resources evaluation was done using a planning model (computer program) based on a simulation of the water balance of the reservoir over several years.
28. Furthermore, the simulation of the operation of the two reservoirs can be used in testing different operational options and policies needed in formulating the JOROP. These operational policies cannot be tested in the real world scenario since it would be too cumbersome, problematic, time consuming (it takes several cropping seasons), and costly to implement. In the case of the planning model, all possible scenarios can be conveniently checked and tested using the long-term historical rainfall and generated runoff data. In addition, the model can also measure the overall performance of the two reservoir systems under different conditions using measurable parameters.
29. The purposes of the Planning Model are to:
• Select the hydromet data required for modelling; • Check all design parameters of control or regulating structures affecting the operation of the two reservoirs; • Optimize the proposed cropping calendars for the two reservoirs; • Determine the conditions and rate of water transfer to the PC irrigation system; • Set the size of the command area that can be supplied by each reservoir; • Simulate the reservoir operation for the following conditions: - Without project condition (without JOROP); and - With JOROP plan with 40% irrigation efficiency; and • Prepare reservoir rule curve for operation in case of a dry year.
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APPENDIX 11: BASSSAC- O TRACHEK CHIT JOROP PRELIMINARY REPORT Page 13 1. Set-up of the Reservoir Systems
30. The set-up of the Bassac and O Tra Cheak Chit (OTCC) reservoir systems is different from that of the Taing Krasaing (TK) and Stung Chinit (SC) reservoirs. In the TK-SC set-up, the SC reservoir discharges directly to the TK reservoir, and each reservoir has its corresponding command area. This set-up is referred to as “reservoir in series”.
31. In the case of Bassac and OTCC reservoirs, there is no direct link between the reservoirs, but both supply the same command area. OTCC supplements PC irrigation system by discharging water to the main canal via feeder canal nos.1 and 2. This set-up is referred to as “reservoir in parallel,” as shown in the figures below.
2. Linking the Two Reservoirs
32. There is no direct connection between the Bassac and OTCC reservoirs. However, both will be supplying the same command area of the PC irrigation system. Bassac will release its water to the PC diversion structure and then, the water will flow to the main canal. For OTCC reservoir, water is released to either Feeder Canal No. 1 or 2, and the water then flows to the PC MC. Since Feeder Canal No. 1 is also the outlet for floodwater discharge by the OTCC spillway, the PC MC will also serve as a drainage canal to convey the excess runoff to the downstream waterways.
33. It should be noted that the PC MC crosses several small catchments along its route and a significant portion of the runoff is taken into the MC. To release upstream excess runoff, the MC is provided with drainage crossings and escape (wasteway) structures.
3. Water Resources Assessment of OTCC Reservoir
34. An assessment of the water resources of OTCC Reservoir was undertaken to determine the command area that can be irrigated with the proposed improvement of the storage dam and irrigation system and whether the command area can be expanded.
35. The OTCC Reservoir and irrigation system is located on the slope of the PC MC. This reservoir is very shallow (2 m deep) and is formed by constructing a “U” shape earth embankment beyond the narrow river section. The reservoir capacity is estimated at 2.45 million cubic meters (MCM) at a full supply elevation of 26.5 m. The reservoir has two outlets discharging to Feeder No. 1 and No. 2. The existing command area is located on the eastern side and covers an area of about 1,000 ha. There is a proposal to add another 800 ha on the
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APPENDIX 11: BASSSAC- O TRACHEK CHIT JOROP PRELIMINARY REPORT Page 14 western side to be supplied by a new irrigation outlet. The layout of the irrigation system is presented in Figure 12.
Figure 12: Layout of the OTCC Reservoir and Command Area
D. Reservoir Operation Study
36. The JOROP planning model for Bassac and OTCC reservoirs was prepared using the Microsoft Excel software together with the Visual Basic Application (VBA) computer program prepared by the Consultant. VBA is an add-in component of Excel software and free of charge. The advantage of using Excel and VBA is that analysis is transparent, very robust, and simplifies the encoding of data and generation of graphical outputs.
37. The JOROP planning model is basically a water balance computation of the reservoir operation. The water balance operation was done on 10-day basis for a simulation period of 33 years (1981-2014). The basic equation for the water balance is shown below:
Inflow – Outflow = Change in Storage Storage (t) + Inflow (t) + Transbasin Qin (t) – Demand (t) – Transbasin Qout(t) = Storage (t+1)
where: LSE - Left Side of Equation Condition 1 - LSE > Normal Storage, Spill = Normal Storage – LSE Then Storage (t+1) = Normal Storage Condition 2 - LSE < Min. Storage, Shortage= LSE – Min. Storage Then Storage (t+1) = Min. Storage Condition 3 - Normal Storage > LSE and LSE > Min. Storage Then Storage (t+1) = LSE
39. The input data for the JOROP planning models are the following:
• 10-day irrigation water requirement for different cropping calendars;
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APPENDIX 11: BASSSAC- O TRACHEK CHIT JOROP PRELIMINARY REPORT Page 15 • 10-day runoff data at Bassac, OTCC, and Prek Chik dam sites; • Elevation vs. storage data/curve at Bassac and OTCC reservoirs; and • Operating levels, normal (full supply) elevation, and minimum elevations.
40. Initial simulation runs were done to optimize the cropping calendars. Various starting months were tested and July was eventually adopted for OTCC. The next step in the optimization was to determine the design command area.
41. The performance criteria adopted for optimizing the command area are the following:
• Maximum annual reservoir shortage is less than 50% of demand. • Reservoir carryover period is less than 12 months. • Annual reservoir reliability is about 50% (norm in Cambodia)
42. The result of the reservoir operation study for OTCC to determine the command area is that 1,800 ha can be irrigated in the first crop and 250 ha in the second crop. The proposed cropping calendar will start in July for the first crop and November for the second crop. The maximum annual shortage for the 33 years simulation is 30% of irrigation demand, while the longest carryover period (duration between full storage to next full storage) is 11 months. The annual reservoir reliability is 48.48%.
43. The summary and graphs of the reservoir operation runs are presented in Annex D and Annex E for OTCC Reservoir and Bassac Reservoir, respectively.
E. Findings and Recommendations
44. This Preliminary JOROP Report contains the results of the preparatory work undertaken for the JOROP of Bassac and OTCC reservoirs. These activities include the compilation of the hydromet data, selecting the cropping calendar, evaluating topographic and operational data, preparing the JOROP planning model, and optimizing the command area.
45. Following are the findings from the conduct of the JOROP preparatory activities:
• The length of the rainfall data available at Moung Russey, Batambang station is sufficient for the computation of the irrigation water requirement. • The generation of the long-term runoff data at Sangker River is adequate and reasonable to be used in estimating the flow at Bassac and OTCC. • The proposed cropping calendar for OTCC Reservoir will start in July for the first crop and November for the second crop. • The estimated command area for OTCC is 1,800 ha for the first crop and 250 ha for the second crop. • The cropping calendar of Bassac Reservoir was also optimized, and two types of cropping calendars were adopted. The 1,000-ha command area will start in June for a double cropping of rice, and the remaining 11,000-ha command area will start in July for a single rice cropping. Reservoir reliability is 42%. • Since OTCC Reservoir has its own command area to supply, the amount of water that can be transferred to the PC MC will be limited to the amount of overflow from the reservoir spillway and some amount of return flow. • It is noted that there is a significant decrease in the storage capacity of Bassac Reservoir given in the PPTA study (8 MCM) and that derived by PMIC from the new topographic survey (5.4 MCM).
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APPENDIX 11: BASSSAC- O TRACHEK CHIT JOROP PRELIMINARY REPORT Page 16 • The proposed Dauntry reservoir will provide the much needed additional water supply to the command area of PC to reach its full potential of 20,000 ha. • To maximize the use of the storage capacity of Bassac Reservoir, it is recommended that the invert elevation of the reservoir outlet be lowered to elevation 41 m, which will increase the active storage capacity by about 1 MCM.
46. The following activities are proposed to be undertaken for the next deployment of the Consultant:
• Optimize the amount of water that OTCC Reservoir can supply to the PC irrigable area; • Prepare the reservoir rule curve for Bassac Reservoir and PC command area; • Undertake field visits to Prek Chik, Bassac, and OTCC to validate the dimensions of the control structures and irrigation facilities; • Confer with the Battambang PDWRAM and FWUC on the present water management practices for Bassac and PC irrigation system; • Prepare the JOROP operational model for Bassac–PC irrigation system and undertake debugging and testing; and • Prepare a JOROP User Manual and conduct a training workshop for the PDWRAM and FWUC.
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APPENDIX 11: BASSSAC- O TRACHEK CHIT JOROP PRELIMINARY REPORT Page 16 Annex A
Ten-day Rainfall Data at Moung Russey, Battambang (Sta. No. 130305)
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APPENDIX 11: BASSSAC- O TRACHEK CHIT JOROP PRELIMINARY REPORT Page 17 Annex B
Ten-day Discharge Data at Sangker River, Battambang (Sta. No. 550102)
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APPENDIX 11: BASSSAC- O TRACHEK CHIT JOROP PRELIMINARY REPORT Page 18 Annex C-1
Ten-day Irrigation Water Requirement for Early Rice–Rice Cropping Starting on 1 June
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APPENDIX 11: BASSSAC- O TRACHEK CHIT JOROP PRELIMINARY REPORT Page 19 Annex C-2
Ten-day Irrigation Water Requirement for Medium Rice Cropping Starting on 1 July
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APPENDIX 11: BASSSAC- O TRACHEK CHIT JOROP PRELIMINARY REPORT Page 20 Annex D
Annual Summary of Reservoir Operation Runs for OTCC Reservoir
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APPENDIX 11: BASSSAC- O TRACHEK CHIT JOROP PRELIMINARY REPORT Page 21 Annex E
Annual Summary of Reservoir Operation Runs for Bassac Reservoir
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APPENDIX 12:
QUARTERLY ENVIRONMENTAL PROGRESS REPORT
QUARTERLY ENVIRONMENTAL MONITORING REPORT No. 5 – QEMR No.5
For the Period of April – June 2018
CAMBODIA: Uplands Irrigation and Water Resources Management Sector Project ADB Loan 3289 – CAM
July 2018
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1. TABLE OF CONTENT Table of Content ...... 3 List of Figures ...... 3 List of Tables ...... 3 List of Appendix ...... 3 I. Introduction ...... 1 A. Purpose of Report ...... 1 B. Project Progress ...... 1 II. Implementation of EMP and Monitoring ...... 4 A. Roles and Responsibilities for EMP and Monitoring Implementation ...... 4 C. EMP Implementation Progress ...... 4 1. Water Pollution ...... 5 2. Air quality from construction equipment...... 6 3. Dust ...... 6 4. Noise impact on sensitive receivers ...... 7 5. Demolition waste and Domestic Waste ...... 8 6. Impacts on Local Cultural Sites ...... 9 7. Occupational Health and safety ...... 9 D. Environmental Institutional Capacity Building and Training ...... 10 E. Public Consultation, Disclosure and Grievance Redress Mechanism ...... 10 III. Compliance with EMP Requirement ...... 11 A. Corrective Measures of Last Reporting ...... 11 B. Necessary Corrective Measures of this Reporting Period ...... 13
2. LIST OF FIGURES Figure 1: Construction Activity during the Report Period ...... 2 Figure 2: Implementing Mitigation Measures on Water Pollution Control ...... 5 Figure 3: Implementing Mitigation Measures on Air Quality Control ...... 7 Figure 4: Interviewed with Workers ...... 8 Figure 5: Implementing Mitigation Measure to minimize on Local Cultural Sites ...... 9 Figure 6: Implementing Mitigation Measures on Occupational Health and Safety ...... 9 Figure 7: Discussion with Relevant Stakeholder; Commune Council, Local People ...... 11
3. LIST OF TABLES Table 1: Physical Project Progress (As 30 June 2018) ...... 1 Table 2: Schedule of Environmental Monitoring by PMIC ...... 4 Table 3: Follow-up actions on the environmental problems identified in the last reporting period11 Table 4: Environmental Problems Identified in this Reporting Period and Proposed Improvement ...... 13 4. LIST OF APPENDIX Appendix 1: List of Participants during Environmental Monitoring ...... 16 Appendix 2: Pictorial Record of Safeguard Activities in TK and PC ...... 17
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APPENDIX 12: QUARTERLY ENVIRONMENTAL PROGRESS REPORT Page 1
Ministry of Water Resources and Meteorology Uplands Irrigation and Water Resources Management Sector Project ADB Loan 3289 – CAM [SF]
Quarterly Environmental Monitoring Report No. 5 – QEMR No.5 For Period of April – June 2018
I INTRODUCTION A. Purpose of Report This report relates to the EMP implementation of 03 packages namely; Koh Koah (CW- 04), Prek Chik Package I (CW-07) and Prek Chik Package II (CW-08) and covers the period April to June 2018. It also discusses the issues and concerns encountered and suggested solutions. Environmental monitoring during construction is monitored to ensure that the proposed mitigation measure of EMP in IEE report have been implemented by relevant stakeholder, particularly the contractor. This monitoring will be evaluated on compliance of contractor’s environmental performance on applicable EMP. B. Project Progress Table 1 shows the summary of the periodic and cumulative progress of work by the contractors from April to June 2018 for all contract packages; CW01, CW03, CW04, CW05, CW06, CW07 and CW08. Figure 1 shows some construction activity and accomplishment of CW04, CW07 and CW08 during the report period. Table 1: Physical Project Progress (As 30 June 2018) % of No. Contract No. Subproject Name Contract Award Accomplishment (As 30 June 2018) 1 CW01 TK Main Canal 12,007,216.78 100% (Completion) 2 CW03 Chroab* 1,938,956.89 100% (Completion) 3 CW04 Korkoah 5,879,592.80 98.29% 4 CW05 O Kra Nhak** NA NA 5 CW06 Prek Chik Main Canal 5,421,752.97 100% (Completion) 6 CW07 Prek Chik Package 1 5,542,927.18 77.06% 7 CW08 Prek Chik Package 2 4,365,728.38 90.33% Note: *Chroab is completed by 28 February 2018. **O Kra Nhak is in tender process. Source: PMIC, June 2018.
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APPENDIX 12: QUARTERLY ENVIRONMENTAL PROGRESS REPORT Page 2
Figure 1: Construction Activity during the Report Period I. Construction Activity and Accomplishment of MWROM/ICB-CW04
FWUC Building Construction Activity
Completing FWUC Building Construction and Equipment Supply
Installation sign boards II. Construction Activity and Accomplishment of MWROM/ICB-CW07
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Structure work on SC02 (Check Str.7+000) Laterite Pavement work on SC03
Structure work on SC03 (Check Str.5+850) Laboratory Testing III. Construction Activity and Accomplishment of MWROM/ICB-CW08
Structure works on SD04 Earth work on SC04
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APPENDIX 12: QUARTERLY ENVIRONMENTAL PROGRESS REPORT Page 4
Structure Work on SC04 Testing Layer Source: PMIC, June 2018
II. IMPLEMENTATION OF EMP AND MONITORING A. ROLES AND RESPONSIBILITIES FOR EMP AND MONITORING IMPLEMENTATION Environmental monitoring is being done by the Project Management and Implementation Consultant (PMIC) and by the contractors themselves. PMIC field staff monitor the activities regularly and submit monthly progress reports. Each contractor fills in the environmental checklist, which is integrated into the monthly project progress report and then forwarded to PMIC. In addition, site inspections are conducted every 3- month using the same environmental checklist. For this report period (Apr – Jun 2018), Environment Specialist of PMIC conducted a field visit to all sites in July 2018 as given in Table 2. Table 2: Schedule of Environmental Monitoring by PMIC No. Subproject As of July 2018 1 Taing Krasaing (MOWRAM/ICB-CW01) Completion 2 Chroab (MOWRAM/NCB-CW03) Completion 3 Kor Koah (MOWRAM/ICB-CW04) 11 July 2018 4 PC Main Canal (MOWRAM/ICB-CW06) Completion 5 Prek Chik Package I (MOWRAM/ICB-CW07) 12 July 2018 6 Prek Chik Package II (MOWRAM/ICB-CW08) 13 July 2018 The main environmental monitoring tasks during site inspection were: i. Review of available reports, e.g., monthly progress reports; ii. Site verification, observation, informal interviews (if necessary), and photo documentation of activities; iii. Consulting with local people; iv. Use of monitoring checklist contained in the EMP; and v. Modification of the checklist, if necessary.
B. EMP IMPLEMENTATION PROGRESS Environmental impacts and mitigation measures refer to construction impacts, which are common to these subprojects (CW04, CW07 and CW08), which require earth works, soil stabilization, dust and noise control, as well as management of the impacts
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APPENDIX 12: QUARTERLY ENVIRONMENTAL PROGRESS REPORT Page 5 from machinery operation, transport and handling of materials, and domestic needs of the workforce. 1. Water Pollution Wastewater is produced from the maintenance and cleaning of mechanical equipment and vehicles, maintenance water for mixing and curing concrete, and lost water and soil during the construction period, which are discharged as pollutants. The effluent, comprised mainly of inorganic wastewater, commonly contains no poisonous and harmful substances, except suspended solids, but if discharged in an improper manner, still have the potential to affect existing water bodies. Some oil-containing wastewater can arise from machinery repair. During site inspection, wastewater produced from construction activity had not been discharged to water source. Since the contractor using small mixing machine at any concrete site, sedimentation tanks were equipped to keep wastewater from cleaning equipment. Furthermore, the construction camps from worker were equipped with septic tanks to treat wastewater and 1-2 chambers sediment tanks to treat wastewater and process water respectively before discharge (See Figure 2). Figure 2: Implementing Mitigation Measures on Water Pollution Control
Photo taken on 11 July 2018. FWUC Building equipped with 2-Charmper sediment tank (CW04)
Toilet providing at Sub-camp of CW07 Toilet providing at Main camp of CW08
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APPENDIX 12: QUARTERLY ENVIRONMENTAL PROGRESS REPORT Page 6
Concrete slab to protect oil leak to the ground at CW07 Concrete slab to protect oil leak to the ground at CW08 2. Air quality from construction equipment Construction machinery on sites consume petrol and diesel, releasing gaseous sulphur dioxide (SO2), carbon monoxide (CO), and nitrous oxide (NOx). As site observation during site inspection, contractors maintained regularly the construction machinery and lubricants changed on schedule to reduce air quality pollution. 3. Dust Construction sites and access roads will potentially produce fugitive dust from material storage areas, dump sites, concrete mixing, excavation and general site usage, especially under windy conditions. Material stockpiles and concrete mixing equipment will be equipped with dust shrouds. The operators will regularly maintain the shrouds to ensure their effective operation. For all the construction sites and construction roads, water spraying to suppress dust and maintenance of driving surfaces will be standard site management practices. Vehicles carrying soil, sand, or other fine materials to and from the construction sites will be covered. During site visit, it was observed that the contractor had at least one water truck for spraying water to suppress dust in unpaved areas and haul roads as needed during rainy season and more frequent during dry weather and windy days. Transporting construction material was handle by supplied while; soil transporting was carried within the project site.
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APPENDIX 12: QUARTERLY ENVIRONMENTAL PROGRESS REPORT Page 7
Figure 3: Implementing Mitigation Measures on Air Quality Control
Watering at Villages area of CW07 Watering at Villages area of CW08 4. Noise impact on sensitive receivers Activities with intensive noise levels will not only have an impact on the residents but may also cause injury to construction workers operating the equipment. Although the noise impacts will be transient and temporary, the following mitigation measures are essential for construction activities to meet construction site noise limits and to protect sensitive receptors. Construction at night within 300 meters (m) of residences shall be strictly prohibited. During daytime construction, the contractor will ensure that: vi. Equipment with high noise and high vibration are not used in village or township areas and only low-noise machinery or equipment with sound insulation is employed; vii. Sites for concrete-mixing plants and similar activities will be located at least 1 km away from sensitive areas, such as residences and schools; and viii. Temporary anti-noise barriers will be installed to shield any schools, residences, and medical centers within 100 m of the work sites. As interviewed with workers and contractor representatives, there is no construction work at night. The excavated spoil and backfill materials transported during daytime on existing roads and avoiding densely populated areas. No noisy construction works such as piling or blasting was carried out at night. Night-time construction noise was strictly controlled.
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APPENDIX 12: QUARTERLY ENVIRONMENTAL PROGRESS REPORT Page 8
Figure 4: Interviewed with Workers
Interviewed with Worker of CW07 Anti-noise barriers was installed to shield sound disturbance from cement mixing machine – CW08 5. Demolition waste and Domestic Waste Any waste from the demolition of un-repairable sluice and gate structures will be either sold to building materials recyclers or collected and transported to official landfill sites. Metal parts, including pumps and pipes, will be broken up and sold to scrap metal merchants. Any excess spoil will be made available to nearby communities for use as building pads and bunds. AS site observation, none of demolition waste remains at construction site. As informed by the contractor and CME, waste from the demolition of un-repairable sluice and gate structures re-used by local community. Metal parts, including pumps and pipes, had been broken up and sold to scrap metal merchants. Contractors has arranged team as well as train workers on how to manage solid and housekeeping at all construction site and camp sites during staying in construction phase. Figure 5 Shows the activity on solid waste collection and management at each contract packages. Figure 5: Implementing Mitigation Measures on Solid Waste Management
Workers collect and store the Solid Waste surrounding camp site of CW07.
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APPENDIX 12: QUARTERLY ENVIRONMENTAL PROGRESS REPORT Page 9 6. Impacts on Local Cultural Sites During construction, contractors will ensure that any local cultural sites (including shrines and graves) will be kept clear of construction material and protected from dust and other disturbances. Access to these sites will not be impeded, and after construction is finished, any disturbed surroundings will be restored to pre-construction standards. As site observation and conform from local people, no construction activity disturbed to the local cultural site or shrines and graves. Figure 6: Implementing Mitigation Measure to minimize on Local Cultural Sites
7. Occupational Health and safety During site inspection, both workers and staff were engaged in a safe environment due to contractor arrange camps site where are located to the construction site. The toilets were also provided in main campsite and the toilet at workplace is identified and install if necessary. Personal protection equipment (PPE) also provided while site environmental health and safety plan was prepared (CW07, CW08, and CW04).
Figure 7: Implementing Mitigation Measures on Occupational Health and Safety
PPE provided to workers (CW08) Drinking Water bought from private company to supply to staff and Workers (CW08)
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APPENDIX 12: QUARTERLY ENVIRONMENTAL PROGRESS REPORT Page 10
Barricate of CW08 C. ENVIRONMENTAL INSTITUTIONAL CAPACITY BUILDING AND TRAINING No training course was provided during this quarter. Error! Reference source not found.
D. PUBLIC CONSULTATION, DISCLOSURE AND GRIEVANCE REDRESS MECHANISM Investigation carried out among surrounding residents of the packages during the reporting period. As a result, no complaint had been received during the reporting period since the project benefits the public and is widely supported and contractor implemented the environmental mitigation measures.
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Figure 8: Discussion with Relevant Stakeholder; Commune Council, Local People
PMIC&PMU discussed with Korkoah Talk with local people about environmental Commune Council and people impact, and project benefit.
III. COMPLIANCE WITH EMP REQUIREMENT Site inspections during the reporting period conducted from 11 – 13 July 2018. Corrective measures of the last reporting and the identified environmental problems were shows in Table 3 and Table 4 respectively.
A. CORRECTIVE MEASURES OF LAST REPORTING Environmental problems identified, in the last reporting period and the correctives measures implemented in this reporting period are shown in below Table. Table 3: Follow-up actions on the environmental problems identified in the last reporting period Environmental Problems Identified in Follow-up inspections in the reporting period Packages the last reporting period and necessary Implemented Description/Photos corrective measures CW-08 Storage area of empty oil closed Yes Empty oil tank was moved the PC2 to water source area close to water source
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APPENDIX 12: QUARTERLY ENVIRONMENTAL PROGRESS REPORT Page 12 CW-08 Oil spilling from vehicle Yes Clean up an oil spilling from PC2 maintenance at Camp Site maintenance service at campsite
CW-08 Secondary Oil Contamination is broken. Yes It was mainternanced. PC2
CW04- Yes Workers use PPE during Working No PPE Using during work Kor Koh
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B. NECESSARY CORRECTIVE MEASURES OF THIS REPORTING PERIOD Site inspections during the reporting period have showed that most of the requirements in the EMP have been implemented while few environmental problems were identified during site visit. These are: ix. Oil spilling at storage area for visited packages (CW08), x. Waste scatter at construction site and campsite for visited packages (CW-07 and CW-08). xi. Insufficient temporary reflection sign at some sub-site after construction activity is almost completed while the traffic sign and pole are not installed yet. xii. Improper management of dust and road damage due to heavy truck transportation at mixing cement area of CW07 and CW08. xiii. Insufficient temporary providing toilet at sub-site (CW08) xiv. Clean up or remove the construction materials and sub-camp as soon as possible after leaving to other new sub-site. Appropriate corrective measures had been discussed with contractor; the follow-up work will be continued in the next reporting period. Table 4: Environmental Problems Identified in this Reporting Period and Proposed Improvement Corrective Packages Identified Problems Measures At PK 8+650, need to install reflection traffic sign since this Install the section is crossing the village. temporary warning/traffic sign to prevent accident PC1 – CW07
No fence to surrounding the camp site at SC3 PK 0+00. Install fence to identify the boundary of
No fence Installed No fence camp site to PC1 – protect property CW07 and security for workers during staying.
1. Collect and PC1 – Waste Scattering and improper hazardous storage at SC2 PK 2+300 clean the camp CW07 site during
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Corrective Packages Identified Problems Measures staying and before leaving to other sub-camp site. 2. Hazardous waste will be kept in proper place and management. PC 2- Spilling gasoline during refilling at Main Camp Site 1. Induct CW08 (i). At Oil Storage area (ii). At workshop area responsible staff to refilling carefully. 2. Clean up the spilling area.
PC 2- Waste Scattering behind the kitchen of main Camp Site Collect and CW08 clean the camp site during staying and before leaving to other sub-camp site.
PC 2- No warning Sign Installation with reflection light Install reflection CW08 sign for traveling at daytime and night time.
PC 2- 1. Repair the CW08 mixing concrete Road Damage due to heavy truck transportation at mixing area with proper cement plant and dusty landfilling 2. Clean up the
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Corrective Packages Identified Problems Measures road 3. Induct truck driver and workers with good practice on environment protection.
PC2 – No temporary toilet at sub-site (at SD3 PK 1+200) 1. Provide CW08 temporary toilet for sub-site. 2. Housekeeping during staying and leaving the sub-site.
PC2 – Remaining un-removing storage tank and camp at sub-site Clean up after CW08 leaving to new sub site.
All corrective measures will be followed up in next report period.
UPLANDS IRRIGATION AND WATER RESOURCES MANAGEMENT SECTOR PROJECT, CAMBODIA (ADB LOAN 3289-CAM): PROJECT MANAGEMENT AND IMPLEMENTATION CONSULTANT
APPENDIX 12: QUARTERLY ENVIRONMENTAL PROGRESS REPORT Page 16
Appendix 1: List of Participants during Environmental Monitoring
UPLANDS IRRIGATION AND WATER RESOURCES MANAGEMENT SECTOR PROJECT, CAMBODIA (ADB LOAN 3289-CAM): PROJECT MANAGEMENT AND IMPLEMENTATION CONSULTANT
APPENDIX 12: QUARTERLY ENVIRONMENTAL PROGRESS REPORT Page 17
Appendix 2: Pictorial Record of Safeguard Activities in TK and PC
Borrow Pit Site and Reference Document
Reflection Painting and Mental Fence Installation after civil work to prevent an accident (CW04)
Environment Specialist/PMIC have meeting Sedimentation Pond at Concrete Mixing with Contractors (CW07&CW08) during field (CW07) visit
UPLANDS IRRIGATION AND WATER RESOURCES MANAGEMENT SECTOR PROJECT, CAMBODIA (ADB LOAN 3289-CAM): PROJECT MANAGEMENT AND IMPLEMENTATION CONSULTANT
APPENDIX 12: QUARTERLY ENVIRONMENTAL PROGRESS REPORT Page 18
Oil Storage Area at sub-camp site (CW07) Parking Area at Sub-camp Site of CW07
Laterise Storage Area at SD01 (CW08) Provided temporary toilet on site (CW08)
Supplied PPE to all staffs and workers Watering at Villages area (CW08) (CW08)
UPLANDS IRRIGATION AND WATER RESOURCES MANAGEMENT SECTOR PROJECT, CAMBODIA (ADB LOAN 3289-CAM): PROJECT MANAGEMENT AND IMPLEMENTATION CONSULTANT
APPENDIX 12: QUARTERLY ENVIRONMENTAL PROGRESS REPORT Page 19
Warning Sign (CW-08) Supplied PPE to all staffs and workers (CW08)
Traffic sign board (CW07) Provided temporary toilet on site (CW08)
UPLANDS IRRIGATION AND WATER RESOURCES MANAGEMENT SECTOR PROJECT, CAMBODIA (ADB LOAN 3289-CAM): PROJECT MANAGEMENT AND IMPLEMENTATION CONSULTANT
APPENDIX 13:
SUMMARY OF CONSULTANTS’ MOBILIZATION
UPLANDS IRRIGATION AND WATER RESOURCES MANAGEMENT SECTOR PROJECT, CAMBODIA (ADB LOAN 3289-CAM): PROJECT MANAGEMENT AND IMPLEMENTATION CONSULTANT
APPENDIX 13: SUMMARY OF CONSULTANTS’ MOBILIZATION Page 1 SUMMARY OF CONSULTANTS’MOBILIZATION
01 April 2018 to 30 June 2018 Note: This Quarter is April-June 2018 Summary of Consultant's Mobilization Name Position Firm Contract Cumulative Input Balance 1/ Previous This Qtr To Date INTERNATIONAL CONSULTANTS 1 Jose A. Galvez, Ph D***** Team Leader/Water Res. Specialist PRIMEX 9.1 9.1 - 9.1 - 2 Mr. Abdul Hakeem Khan Team Leader/Water Res. Specialist PRIMEX 24.9 6.1 1.1 7.2 17.7 3 Ms. Benilda Tayag Institutional/Training Specialist PRIMEX 4.0 3.3 - 3.3 0.7 4 Mr. Rolando Maloles Hydrologist OCG 15.0 7.4 1.5 8.9 6.1 5 Mr. Bienvenido Gilles Monitoring & Evaluation Specialist OCG 6.0 3.8 - 3.8 2.2 6 Mr. Syed Umar Ali Syah Procurement & Contracts Specialist (Home) PRIMEX 7.9 5.8 - 5.8 2.1 7 Mr. Syed Umar Ali Syah Procurement & Contracts Specialist(Field) PRIMEX 3.0 1.8 - 1.8 1.2 Subtotal for International Consultants 69.9 37.3 2.6 39.9 30.1 NATIONAL CONSULTANTS 1 Mr. Lim Dalika* DTL/ Irrigation Management Specialist CADTIS 0.5 0.5 - 0.5 -
2 Mr. An Saradeth*** DTL/ Irrigation Management Specialist CADTIS 2.4 2.4 - 2.4 - 3 Mr. Ung Kotaro DTL/ Irrigation Management Specialist CADTIS 51.2 15.7 3.0 18.7 32.5 4 Mr. Roeun Sophanna Procurement & Contracts Specialist CADTIS 30.0 23.8 1.7 25.5 4.5 5 Mr. Kuch Pouk** Financial Mngment/Accountant Specialist CADTIS 3.0 3.0 - 3.0 -
6 Ms. Lim Kimvourch Financial Mngment/Accountant Specialist CADTIS 51.0 21.8 3.0 24.8 26.2 7 Mr. Han Pon Institutional/Training Specialist CADTIS 12.0 6.2 - 6.2 5.8 8 Mr. Ouk Daren Monitoring & Evaluation Specialist CADTIS 24.0 18.0 0.4 18.4 5.6 9 Mr. Cheng Saroeun Hydraulic Structures Engineer CADTIS 24.0 13.2 1.5 14.7 9.3 10 Mr. Kimhor Chhit Hydrologist CADTIS 30.0 16.9 1.6 18.5 11.5 11 Mr. Sok Chea Agriculture Specialist/ Agronomist CADTIS 7.0 2.6 - 2.6 4.4 12 Mr. Sok Piseth Materials/Quality Control Engineer CADTIS 12.0 9.0 - 9.0 3.0 13 Mr. Doeur Davuth Materials/Quality Control Engineer CADTIS 16.0 11.6 - 11.6 4.4 14 Mr. Chap Samoeun Social Safeguards/Resettlement Specialist CADTIS 14.0 8.6 0.4 9.0 5.0 15 Mr. Prak Sokha**** Gender Specialist CADTIS 18.0 3.2 - 3.2 14.8 16 Mr. Pen Thay Gender Specialist CADTIS 14.8 0.5 0.4 0.9 13.9 17 Ms. Sao Sambathmorakat Environment Specialist CADTIS 18.0 10.6 1.0 11.6 6.4 18 Mr. Vong Dara Construction Management Engineer CADTIS 54.0 25.5 3.0 28.5 25.5 19 Mr. Vuth Sivorng Construction Management Engineer CADTIS 54.0 25.5 3.0 28.5 25.5 20 Mr. Thai Pipheak Assistant Engineer, KPT CADTIS 48.0 21.3 3.0 24.3 23.7 21 Ms. Heng Thavy Assistant Engineer, Batt CADTIS 48.0 24.6 3.0 27.6 20.4 22 Mr. Sar Samath Assistant Engineer, KPT CADTIS 41.0 13.8 - 13.8 27.2 23 Mr. Tao Kimmeng Assistant Engineer, Batt CADTIS 48.0 21.9 3.0 24.9 23.1 24 Mr. Heang Rethdaro******* Website Designer CADTIS 30.0 6.6 - 6.6 23.4 25 Mr. El Chhuon Website Designer CADTIS 23.4 1.0 1.2 2.2 21.2 26 Mr. Lim Sary Assistant Engineer, KPT CADTIS 24.0 7.8 - 7.8 16.2 27 Mr. Lim Sambath****** Assistant Engineer, KPT CADTIS 24.0 3.8 - 3.8 20.2
Subtotal for National Consultants 722.3 319.4 29.1 348.5 373.8 TOTAL FOR ALL CONSULTANTS 792.2 356.7 31.7 388.4 403.9 1/ Original contract Percent rendered 49.0 % ***** Resigned on 09 January 2017. ****** Resigned on 03 May 2017. ******* Resigned on 30 May 2017.
UPLANDS IRRIGATION AND WATER RESOURCES MANAGEMENT SECTOR PROJECT, CAMBODIA (ADB LOAN 3289-CAM): PROJECT MANAGEMENT AND IMPLEMENTATION CONSULTANT