Halcrow Pakistan (Pvt) Limited 3rd Floor, Nawa-e-Waqt House, Mauve Area, Sector G-7/1, Zero Point, Islamabad, Pakistan Tel +92 51 220 3451-55 Fax +92 51 220 3462 [email protected], www.halcrowpk.com

Mr. Muhammad Nawaz Contracting Officer’s Representative U.S. Agency for International Development Diplomatic Enclave Ramna 5, Islamabad-Pakistan Tel: 051-2015926 Our ref: 501427/065 March 13, 2019

Monitoring and Milestone Verification of USAID-funded Waran Canal and Gomal Zam Dam Command Area Development Project in Khyber Pakhtunkhwa IQC No. AID-391-I-11-00002 – Contract No: AID-391-TO-16-00001

Submission of Gomal Zam Dam Command Area Development Project (GZD-CADP) Site Visit Report-10 (Revision-1)

We are pleased to submit GZD-CADP detailed Site Visit Report-10 after incorporating the USAID comments for visit conducted from November 25 till December 20, 2018 of the subject task order. We will dispatch its hard copy on receiving your acceptance.

Kindly convey your acceptance of our submission as per TO Clause E.1 (Inspection and Acceptance).

Please do not hesitate to contact the undersigned, should you have any query.

Thanking you.

Yours sincerely,

Fazal Mahmood Khan Chief of Party

Halcrow Pakistan (Pvt) Limited (An independent Company formerly part of Halcrow Group.) Registered office: 3rd Floor, Nawa-e-Waqt House, Mauve Area, Sector G-7/1, Zero Point, Islamabad, Pakistan. Company Registration No. 0030400, PEC Registration No. CONSULT/712.

A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa

GZD-CADP Site Visit Report No. 10 (December 2018)

IQC No AID-391-I-11-00002 Contract No AID-391-TO-16-00001

Halcrow Pakistan (Pvt) Limited March 2019 3rd Floor, Nawa-e-Waqt House, Mauve Area Sector G-7/1, Zero Point, Islamabad, Pakistan tel + 92 51 220 3451 fax + 92 51 220 3462 www.halcrowpk.com

This report is made possible by the support of the American People through the United States Agency for International Development (USAID). The contents are the sole responsibility of Halcrow Pakistan (Pvt) Ltd and do not necessarily reflect the views of USAID or the United States Government.

A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 Document history

A-E Services for Monitoring and Milestone of USAID-funded Verification of Waran Canal and Gomal Zam Dam Command Area Development Project in Khyber Pakhtunkhwa.

GZD-CADP Site Visit Report No. 10

This document has been issued and amended as follows:

Prepared Reviewed Approved Version Date Description by by by

1 February 27, Site Visit Report AM, MMS, AQA, FMK FMK 2019 No. 10 MYK, SRS, UD, ZQ, MZM, MZ

2 March 13, Comments AM ,MMS, FMK FMK 2019 Incorporated MYK, SRS, UD, ZQ, MZM, MZ

AM Atif Murtaza AQA Abdul Qayyum Aslam FMK Fazal Mahmood Khakwani MMS Muhammad Munawar Saeed MYK Muhammad Yousaf Khattak MZ Mian Zia ud din MZM Muhammad Zubair Mughal SRS Saifur Rahman Sherani UD Dr. Ubaidur Rahman ZQ Zul Qarnain

March 2019 i HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 Contents

1 Executive Summary of the Project Site Visit 1 1.1 Component A: On Farm Water Management and Command Area Development 1 1.2 Component B: Productivity Enhancement 2 1.3 Component C: Value Added Processing 2 1.4 Component D: Marketing of Products 2 1.5 Implementation Issues: 3 1.6 Environmental Compliance status 3

2 Particulars of Site Visit 7 2.1 Scope of this Report 7 2.2 Site Visit Reference 7 2.3 Visit locations 7 2.4 Dates and locations of visit 8

3 Monitoring and Verification of Non-Engineering Activities (Soft Component) 9 3.1 Command Area Development (CAD) 9 3.1.1 Institutional Development 9 3.1.2 Verification of 75 WUAs (Invoice No. II of SMC) 9 3.1.3 Success Story 10 3.2 Enhancing Productivity of Field Crops, Horticulture and Livestock 11 3.2.1 Progressive Innovation by Farmers 11 3.3 Value Added Processing 11 3.4 Marketing of Products 11

4 Monitoring and Verification of Engineering Activities (Infrastructure Component) 12 4.1 Construction of Watercourses 12 4.2 Monitoring Methodology of the Current Site Visit: 13 4.3 Findings of the Current Site Visit to Different Packages: 13 4.3.1 Engineering and Revenue Chakbandi of Watercourses 25 4.3.2 Survey, Layout, Design and Construction of Watercourses 26 4.3.3 Multipurpose Pond 26 4.3.4 High Efficiency Irrigation System 26 4.3.5 Precision Land Levelling 26 4.3.6 Link Road 26

5 Implementation Progress 27 5.1 Procurement of Consultancies 27 5.2 Implementation Progress Status 27 5.3 Meeting with Line Departments 29 5.3.1 Gomal Zam Irrigation Division (GZID) 29 5.3.2 Livestock and Dairy Development Department (LDDD) 30

March 2019 ii HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 5.3.3 Department of Agriculture Research (DAR) 30 5.3.4 Department of Agriculture Extension (DAE) 30

6 Implementation Issues 31 6.1 Command Area Development 31 6.2 Extraordinary Delays in Construction of Watercourses 31 6.3 Organisation of WUAs 31 6.4 The Staff and Performance of SMC 32 6.5 Registration of WUAs by OFWM Department 33 6.6 Productivity Enhancement in agriculture and Livestock 33 6.7 Value Addition Component 33 6.8 Marketing: 33 6.9 Training and Demonstration 33 6.10 PIU Staff without Basic Survey Equipment 34 6.11 WUA Concerns 34

7 Quality Assurance 35 7.1 Contract Management 35 7.2 Spot Checking of Dimensions and Levels 36 7.3 Random Field Testing of Earthworks Compaction and Concrete Quality 42 7.4 Random Laboratory Testing of Earthworks Compaction and Concrete Quality 45

8 Environmental Compliance 46 8.1 Environmental Compliance Status 46

List of Tables

Table 1: Summary of Site Visit Observations and Recommendations: ...... 4 Table 2: Detail of Participants ...... 8 Table 3: Detail of Progress on Contract Packages as on December 31, 2018 ...... 13 Table 4: Detail of Designed Data and Paid Work Done Status of Package III ...... 15 Table 5: Detail of Designed Data and Paid Work Done Status of Package V ...... 18 Table 6: Detail of Designed Data and Paid Work Done Status of Package X (Distributary no. 01) ..... 20 Table 7: Detail of Designed Data and Paid Work Done Status of Package X (Distributary no. 02) ..... 21 Table 8: Detail of Designed Data and Paid Work Done Status of Package XII ...... 24 Table 9: Progress on Chakbandi ...... 27 Table 10: Progress on Feasibility Study & Master Plan by (M/S AAB) ...... 27 Table 11: Progress on Social Mobilization by (OFWM) Department KP and Taleem Foundation ...... 28 Table 12: Progress of Design & Supervision Consultant ...... 28 Table 13: Status of Awarded Contract Packages ...... 35 Table 14: Quality Spot Checking of Watercourses ...... 37 Table 15: Summary of Field Density test performed...... 42

March 2019 iii HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 Table 16: Summary of Schmidt hammer test performed ...... 43 Table 17: Environmental Compliance Field Visit Report ...... 49

Appendices Appendix A: (i) Reimbursement Request from PIU (ii) Date-wise Activities performed during Site Visit Appendix B: Photographs Appendix C: (i) Response on Initial Site Visit Report for 7 Watercourses (ii) Clearance Certificate for Work done on 38 Watercourses Appendix D: Wrap-up Meeting Minutes Appendix E: Clearance Certificate for 75 WUAs Appendix F: Success Story Appendix G: Approval of SMC Key Staff Appendix H: Quality Control Test Reports Appendix I: Security Review Update Appendix J: GZD-CADP - Visited Watercourse Location Map

March 2019 iv HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 List of Abbreviations

AWP Annual Work Plan BoQs Bill of Quantities CAD Command Area Development DSC Design and Supervision Consultant DI Khan Dera Ismail Khan ECMR Environment Monitoring and Compliance Report EDP Environmental Document Form EMMP Environmental Mitigation and Management Plan FGD Focus Group Discussions FWUA Federation of Water Users Association GZD-CADP Gomal Zam Dam – Command Area Development Project GZID Gomal Zam Irrigation Division HSE Health Safety and Environment KP Khyber Pakhtunkhwa MC Management Consultant MoU Memorandum of Understanding OFWM On-Farm Water Management PD Project Director PIU Project Implementation Unit PMU Project Management Unit PSC Project Steering Committee SMC Social Mobilisation and Capacity Building Consultant WIG Women Interest Group WUA Water Users Association WC Watercourse

March 2019 v HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 1 Executive Summary of the Project Site Visit

Dates of the Field Visit: Field visit was conducted from November 25 to December 20, 2018. A summarized status of four components of GZD-CADP is given below.

1.1 Component A: On Farm Water Management and Command Area Development

WUA Formation and Registration: A total of 259 WUAs were organised and registered by end of November 2018 that is 66% of achievement. By end of November 75 WUAs are organised by Social Mobilization Consultant (SMC).

Verification of WUA formation and Registration

Verification of 75 WUAs was carried out during the site visit from November 25 to December 20, 2018. Documents for all 75 WUAs were reviewed in presence of SMC and Project Implementation Unit (PIU) staff, also field verification of 20% sample WUAs was carried out during the site visit. Response shared by SMC against the observations has been supplemented twice to fulfil the WUA Ordinance 1981of KP Government requirements. Clearance Certificate has been issued on an understanding that minor agreed actions with PIU and SMC will be completed before next deliverable and will be verified by A-E Contractor.

Progress on Chakbandi and List of Landowners:

Engineering chakbandi was completed by WAPDA for all outlets. Revenue chakbandi of 295 outlets of 393 (75%) has been completed by Irrigation Department. Cadastral maps of outlet command area have been prepared for 283 outlets (72%). List of landowners on 281 outlets (72%) was prepared. Due to change in location of outlets, revised Engineering Chakbandi may be required by PIU from WAPDA.

Number of Outlets:

The total number of outlets was 393 according to PC-I. It was reported by PIU that WAPDA has increased 104 outlets bringing the total to 497. The revised engineering chakbandi of the additional outlets was not provided. These new additional outlets will require changes in the command area of many outlets. This issue was raised in meetings by PIU and Department of Irrigation though no document was available to ascertain it.

Lining and construction of watercourse:

A total of 12 Contract Packages including 194 watercourses were awarded to 5 construction Contractors and their date of completion after three times extension was June 30, 2018. These packages are still not completed and may require further extension together with considering application of Contractual penalty to expedite completion. Construction work is in progress on 194 watercourses as reported. USAID Advance Liquidation was assigned to verify paid work done on 38 watercourses by PIU for the period July-September 2018. After satisfactory response against the shared site visit observations from PIU Design and Supervision Consultant (DSC) a Clearance Certificate has been issued.

March 2019 1 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 A-E Contractor was also assigned to verify completion of seven watercourses of Package V on Distributary 11 as a substantial Final Completion Report with a punch list was shared by PIU. Detailed observations noticed during the site visit have already been shared with DSC/PIU for rectification works and sharing its pictorial evidence to initiate onward clearance process is awaited.

Total construction progress was 54.2% on unlined section and 26.3% on lined section by the end of December 2018.

Detailed Design, BoQs and Bidding Documents: Bill of Quantities (BoQs) were completed for 263 watercourses (67%) and bidding documents were prepared for 250 watercourses (64%) out of the total 393 watercourses.

1.2 Component B: Productivity Enhancement

No progress was reported on this component in 2018.

1.3 Component C: Value Added Processing

No progress was reported on this component in 2018.

1.4 Component D: Marketing of Products

No progress was reported on this component in 2018.

Meeting with Line Departments:

During the visit, meetings with different Provincial Line Departments were conducted.

Meeting with Department of Irrigation is conducted as it is the custodian of the canal system and coordination was helpful is understanding their improvement suggestion and problems. A-E Contractor are of the view that the Irrigation Department may be provided access to database of WUAs (yet to be prepared) as farmers of different watercourses approach this department with their complaints.

A meeting with the Department of Livestock and Dairy Development was helpful in understanding provincial need in breed improvement programme to be incorporated in the GZD-CADP.

Meeting with the Department of Agriculture Extension was conducted and the visiting team was updated that the department had no expertise and outreach that could be helpful for the project.

Similarly, the Department of Agriculture Research is poorly equipped and staffed and cannot make any assistance towards productivity enhancement or value addition components.

March 2019 2 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 1.5 Implementation Issues:

PIU professional staff in productivity enhancement, value addition and marketing components have either resigned or repatriated to parent departments. PIU has not prepared plan to fill these positions.

Performance and staffing of SMC is not satisfactory. There are only three key experts in DI Khan office and other four work in absentia. Retaining key staff in DI Khan Project Office is becoming a challenge for SMC as a number of key position candidates have been replaced due to their non-availability. Presence of SMC team leader in DI Khan project office is requisite for smooth operation of contractual activities.

The 2nd deliverable submitted had incomplete documentations. It appears that WUAs social mobilization aspect was not well addressed in the formation and registration process. The aspect of participatory approach was weak in the WUAs formation and registration process. Similarly, WUAs were organised without social mobilisation process and registered by OFWM department without complete documentation. Most of the highlighted shortcomings have been addressed while further improvement is required to achieve the intended purpose.

SMC needs conceptual clarification and methodology on social mobilisation. SMC has submitted its first quarter target after lapse of nine months. The work may take much longer than the duration of SMC contract.

SMC training programme was scheduled to commence in December 2018, but no progress was made in this regard.

SMC has not submitted quarterly progress report after lapse of three quarters.

The contract management is poor as many contracts have made very little progress during 2018. Work was almost halted on many watercourses visited in December 2018.

The PIU field staff of CAD needs basic engineering survey equipment, like dumpy levels, measuring wheel and tapes and testing materials / work testing equipment. A summary of site visits, observations / recommendations is presented in Table 1 below.

1.6 Environmental Compliance status

During the current site visit, verification and environmental monitoring of seven substantially completed watercourses and 38 watercourses having different work progress were carried out. The implementation status of Environmental Mitigation and Monitoring Plan (EMMP) found slightly improved as compared to visit conducted in July, 2018. The construction contractors are mostly unaware about the environmental component / requirement of the project. Design and supervision consultants (DSC) organized an EMMP training for construction contractors during current site visit. However, the training was postponed due to very thin participation and was conducted in January, 2019. During site visit DSC environmentalist was

March 2019 3 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 advised for better implementation and compliance of EMMP/EDF. He showed his intervention plan to address the observed environmental non-compliances.

Borrow areas utilized for borrowing soil material for watercourses earthen pads and back filling were found restored and their subsequent agreement were attached with seven substantially completed watercourses. These completed watercourses were having only one borrow area agreement with their final completion reports (FCRs). It was advised during site visit to share complete record of borrows sites that have been utilized at each watercourse level. The good thing in the seven watercourses was that no such un-restored borrow area observed during the visit. At rest of the 38 watercourses many such areas were observed during site visit from which soil has been borrowed and these were left un-restored. All such borrowed areas were physically visited together with staff of DSC. During the site visit, DSC did not share/ provide environmental documents such as agreement with land owners for borrow areas, photographs (pre, during extraction & post) and coordinates. Similarly, other requisite environmental monitoring records likewise local labour record, sites to dump disposal material, HSE plan and similar were not shared by construction contractors and by DSC. It is strongly recommended that DSC should formally ensure the implementation of EMMP in true spirit by educating the construction contractors on EMMP requirements and share the record as per EMMP/EDF.

Table 1: Summary of Site Visit Observations and Recommendations:

No. Component Activity Observations Recommendations Status 1 Project Shortage of Positions of three Vacant positions shall Open Management professional Component Leaders be filled by PIU staff including; (i) Productivity Enhancement, (ii) Value Added Processing and (iii) Marketing are vacant. Positions of Field Officer (Productivity Enhancement), Marketing Specialist, Gender Mainstreaming Officer are vacant. 2 Project Construction DSC did not provide PIU PD can advise Open Management Monitoring monthly and quarterly DSC to fulfil their progress report which contractual obligation they committed in the Inception Report

March 2019 4 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10

No. Component Activity Observations Recommendations Status 3 Project Experts of The Team Leader, All Key-expert staff Open Management SMC Senior Training shall be posted in DI Coordinator, and Khan project office as Livestock per approved Entrepreneurship Inception Report. Expert, are non-resident and working from Islamabad. 4 CAD and Formation SMC is well behind PD to ensure in time Open OFWM and schedule in WUA submission of registration formation and deliverable by SMC of WUA registration. 5 CAD and WUA SMC organised WUAs SMC to prepare social Open OFWM Formation without social mobilisation and mobilisation and methodology, train Registration OFWM department field staff and follow registered without required procedures receiving for registration. documentation of WUAs 6 CAD and Training of WUAs were not After formation SMC Open OFWM WUAs provided any training shall provide training in organisation, in Organisation and Management and by- Management to laws for their WUAs functioning. 7 CAD and Database of Database of WUA PIU Monitoring Open OFWM WUAs Office Bearers with Officer/ SMC shall Contact Numbers is not prepare computer available. Database of WUA Office Bearers with Contact Numbers and make it accessible to all Component Leaders, DSC, GZID, Agriculture Extension and Livestock Departments. 8 CAD and Construction Pace of work is Contract management Open OFWM contracts for extremely slow on 12 shall be improved watercourses Contract Packages for considerably. watercourse Contractual Action construction. against non- responsive slow contractors be evaluated. 9 CAD and Verification After satisfactory Rectification work to Open OFWM of work done response on shared be completed before FCR.

March 2019 5 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10

No. Component Activity Observations Recommendations Status on 38 observations clearance watercourses certificate issued 10 CAD and Verification Observations shared for Rectification work to Open OFWM of work done rectification works be expedited for on 7 onward clearance. watercourses with FCR 11 All Four Training of After one livestock Develop extensive Open Project WUAs training in May -June training programme, Components 2017, no training prepare training activity has been schedule, prepare planned/ conducted. proper training modules, select Project objectives trainers, monitor cannot be translated training for into practice without improvement, and robust training measure training programme effectiveness.

March 2019 6 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 2 Particulars of Site Visit

2.1 Scope of this Report

This report covers verification of Invoice No. II of M/s Taaleem Foundation for formation and registration of 75 WUAs, verification of seven completed watercourses where FCR was issued, preparation of success story and verification of paid work done on 38 watercourses against the advance payment (July –September, 2018) released by the USAID for construction of watercourses.

2.2 Site Visit Reference

The visit was carried out with reference to the email instruction from the USAID Contracting Officer’s Representative (COR) dated November 20, 2018. However, latter on PD PIU approached the USAID and conveyed an additional task to be conducted by the A-E Contractor during the already approved site visit from November 25 to December 08, 2018. Accordingly, an extended site visit plan until December 21, 2018 was submitted on December 02, 2018 which was approved on December 03, 2018.

Purpose of Site Visit

Following major tasks were assigned to the visiting team by the USAID COR to be carried out during the planned visit.

 Verification of M/s Taaleem Foundation Invoice No. II of 75 WUAs formation and registration as per submitted invoice.

 Verification of seven (07) completed watercourses where FCR has been issued.

 Verification of paid work done on 38 watercourses as part of the liquidation report as part of July-September, 2018.

 Project impacts/Success stories

PIU’s official letters for reimbursement request of above mentioned tasks are attached as Appendix-A(i).

2.3 Visit locations

Offices of Project Director, PIU at D I Khan; DSC, Executive Engineer Gomal Zam Irrigation Division, DI Khan, District Director Livestock and Dairy Development, DI Khan, Director Agriculture Research Institute, Ratta Kulachi DI Khan, District Director Agriculture Extension, DI Khan, District Director OFWM, DI Khan and Offices of SMC at Kulachi and Tank were visited.

Field verification of 15 WUAs, 11 in district Tank and 04 in Kulachi Tehsil was carried out.

Field visit for the verification of seven watercourses of Package-V located on Distributary canal no. 11, where FCR has been issued was also carried out. Filed visit for the monitoring and verification of paid work done on 38 watercourses including

March 2019 7 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 in Package-III, Package-X and Package-XII located on distributary canal no. 1, 2, 5, 6 and 7.

2.4 Dates and locations of visit

Travel from Islamabad/Peshawar to DI Khan was made on November 25, 2018. From November 26, 2018 to November 30, 2018 meetings with PIU about progress of GZD- CADP activities, management, staffing, mobility and field activities were carried out. Meetings were held with SMC on their staff mobilization, performance and progress, and on social mobilization issues in the WUA formation and registration process. Desk review of complete documentation of 75 WUAs was conducted in November, 2018.

From December 01, 2018 to December 05, 2018 site visit conducted on Package-V for verification of seven (07) completed watercourses where FCR has been issued. From December 06, 2018 to December 19, 2018 site visit conducted on Package III, Package X and Package XII for verification of paid work done on 38 watercourses as part of the liquidation report as part of July-September, 2018. Wrap-up meeting was conducted on December 20, 2018 (minutes of meeting attached as Appendix-D). The team return back to Islamabad/Peshawar was made on December 20, 2018.

Meeting with respective WUAs was also carried out during the visit of each watercourse. Date wise detailed activities carried out during the visit has been appended as Appendix-A (ii).

Initial site visit observation report pertaining to verification of work done on 38 watercourses was submitted on December 27, 2018 and for 07 watercourses with FCR status was submitted on December 28,2018 attached as Appendix C .

Table 2: Detail of Participants

S. No Visiting Team Participant Designation

1 Fazal Mahmood Khan Khakwani Chief of Party

2 Mian Zia-uddin Irrigation Engineer

3 Muhammad Yousaf Agronomist

4 Saifur Rahman Sherani Sociologist

5 Zulqarnain Jr. Sociologist Environmental Compliance 6 Dr. Ubaid ur Rahman Specialist 7 Atif Murtaza Field Monitor

8 Muhammad Munawar Saeed Field Supervisor

9 Hassan Akhtar Niazi Security Coordinator

10 Security Guards 4 Nos & 1 Security Supervisor

11 Drivers

March 2019 8 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 3 Monitoring and Verification of Non-Engineering Activities (Soft Component)

3.1 Command Area Development (CAD)

The first activity in CAD is institution building comprising organisation of WUAs, Farmers Organizations (FOs) and Women Interest Groups (WIGs). The overall project target for this activity is formation and registration of 393 WUAs under WUA Ordinance 1981of KP Government, formation of WIGs and formation and registration of Farmer’s Organizations (FOs) on the distributary and minor canal level under PIDA Act of 1997 of the KP Government.

Number of Outlets:

The total number of outlets was 393 according to PC-I. It was reported by PIU that WAPDA has increased 104 outlets bringing the total to 497. This will require a revised Engineering Chakbandi of the additional outlets from WAPDA which is awaited. These new additional outlets will require changes in the command area of many outlets. This issue was raised in meetings by PIU and GZID and were advised to discuss with WAPDA, as the matter is still un-addressed. 3.1.1 Institutional Development A total of 259 WUAs against the target of 393 were organised and registered by end of November, 2018 that is 66% of the total. About 184 WUAs were organised by OFWM Department in 2017. SMC has organised and registered additional 75 WUAs by end of November 2018. SMC informed that after the first deliverable of 75 WUAs it has received revenue chakbandi of 22 Outlets, 12 of which refused to form WUA and went in litigation against the project, on two outlets farmers are unwilling for WUA formation because of disputes. The SMC will organise WUAs on remaining 8 watercourses in coming months. In the end of December 2018, SMC reported re- activation of 51 WUAs and formation of 58 WIGs.

The SMC work plan in the Inception Report indicated formation of 75 WUAs, re- activation of 43 WUAs and organisation of 20 Women Interest Groups (WIG) in the first quarter. The second quarter targets included formation of 75 WUAs, re- activation of 62 WUAs and organisation of 25 WIGs. The third quarter target included organisation of 63 WUAs, re-activation of 75 WUAs and organisation of 24 WIGs. The SMC submitted Inception Report in February 2018. The third quarter of the SMC plan ends in November 2018. The SMC achieved partial target of the first quarter in November 2018 after lapse of nine months. This clearly indicates delays in implementing the submitted and agreed work plan. 3.1.2 Verification of 75 WUAs (Invoice No. II of SMC) Verification of 75 WUAs was carried out with documents review of all WUAs and field verification of sampled WUAs. The list of Irrigators and application for formation of WUA was missing in all 75 files. Field verification of 15 WUAs (20%) was carried out. The field verification meetings with WUAs indicated that the SMC formed WUA with only conveniently available Irrigators and without following

March 2019 9 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 social mobilisation process participatory approach. SMC has not prepared social mobilisation methodology nor any guidelines for its field staff to organise participatory based WUAs.

The process of social mobilisation was discussed upon including preparation of social mobilisation strategy and staff training was recommended. The SMC was advised to fill the gaps in the WUAs formation and registration process to complete the missing documents. SMC was urged to prepare methodology for re-activation of WUAs formed by OFWM Department.

Initial Site Visit Report on verification of 75 WUAs with detailed suggestions was submitted and discussed with SMC in the wrap up meeting. Taaleem Foundation has incorporated most of the earlier shared suggestions to improve documentation and process of WUAs formation and registration. However, still improvement are required to fill gaps in documentation and in process of WUAs formation and registration. Clearance certificate has been issued on an understanding that minor action line of by PIU and SMC will be completed before submission of next deliverable and will be verified by A-E Contractor and is attached as Appendix-E. 3.1.3 Success Story A success story was narrated in terms of increased yield, increased income, diversified cropping pattern, increased area under irrigation, increased value of land, increased number of people in farms etc. Compilation of story involved the data collection from farmers (individual and focused group) both pre-project and post- project, e.g. area irrigated, crops grown, number of crops, gross and net income, land price, number of labour before and after project intervention. A brief of achieved success till date due to the project intervention is narrated below;

Muhammad Sharif resident of Rori village, Tehsil Kulachi is a local farmer owning 350 acres of land under Gomal Zam project. According to him “agriculture was dependent on rainfall where only moderate flow of torrential water could be used for irrigation. The construction of Gomal Zam canal system brought life to the area. In the previously practiced flood irrigation system, the average yield of wheat was 300 kg per acre, which could hardly meet the food need of a tenant household. With Gomal Zam canal irrigation the sharecroppers have harvested 600 kg per acre, using local seeds and that too without application of chemical fertilisers” He further shared that his income has increased four-fold with canal irrigation by selling agricultural produce, especially wheat crop in local market. Also with the availability of water and increased vegetation, the pasture yield has improved and now there is visible increase in the milk yield of predominant Damanai (local) breed of goats in the area.

Similarly, Faizullah, Chairman Water Users Association of village Gharah Mohabbat Tehsil Kulachi, owns around 500 acres of land irrigated from Gomal Zam project. According to Faizullah, his crop yield has shown tremendous increase after receiving irrigation water at my farm through Gomal Zam project e.g. wheat yield increased from 400 kg to about 1,000 kg per acre while gram yield increased from 300 kg to 600 kg per acre. Consequently, my farm income increased to PKR 1.2 million ($8,700) last year”. He also planted orchards of lemon, papaya and mango with 100 trees of each on experimental basis. “We are very thankful to the US people for helping Government of Pakistan in construction of the Gomal Zam project to

March 2019 10 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 realise the dream conceived more than a century ago by the then British Indian Government.” said Faizullah.

Detailed Success stories reported during the site visit has been appended as Appendix F.

3.2 Enhancing Productivity of Field Crops, Horticulture and Livestock

The Component Leader and one Field Officer of this component had resigned and replacement is not yet filled by PIU. SMC has hired Agriculture Expert in their team.

SMC informed that Training Need Assessment (TNA) report was completed and submitted to PIU for review in November 2018. TNA in this regard was just a minor activity limited to a few field visits and discussions with farmers. The SMC entrusted with major training component has not prepared any training plan until now. PIU informed that Draft Activity Plan for Productivity Enhancement, Value Addition and Marketing components was prepared. 3.2.1 Progressive Innovation by Farmers The construction of Gomal Zam canal system brought life to the area. Construction of temporary channels were made to convey water to large parts of the command area and land levelling is being done by some of locals. Some large farmers have planted orchards of papaya, mango, orange and lemon with collaboration of private sector and some are planning to plant olives.

Rice and sugarcane were grown by small number of farmers. A-E Contractor are of the view to introduce new crops to replace rice and sugarcane as the top priority of the project.

No training and demonstration activity was carried out under this component in 2018.

3.3 Value Added Processing

No training and demonstration activity was carried out under this component in 2018.

3.4 Marketing of Products

The positions of Component Leader and Marketing Specialist are vacant since December 2017.

No activity was carried out under this component in 2018.

March 2019 11 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 4 Monitoring and Verification of Engineering Activities (Infrastructure Component)

Gomal Zam Irrigation System comprises main canal with 18 distributaries (including Waran Canal) and 15 minors to irrigate the entire command area of 191,139 acres under the Gomal Zam Dam. The command area was originally planned to be irrigated with the help of 393 outlets. PIU and GZID has informed inclusion of additional 104 new outlets by WAPDA totalling to 497 outlets as of November, 2018 against 393 designed outlets. This may require issuance of a revised Engineering Chakbandi by WAPDA.

About 295 outlets are constructed and handed over to Irrigation Department and PIU for onward extension activities. While remaining outlets of Waran Canal and other minors are under construction and not yet handed over by WAPDA to Irrigation Department.

4.1 Construction of Watercourses

The project has awarded 12 contract packages for construction of 194 watercourses. The contracts were awarded from April to August 2017 and original date of completion was from June to December 2017. The date of contract completion was extended two to three times and the last extended date of completion was June 30, 2018 for all contract packages. PIU is extending all contracts by end March 2019, though documentary evidence of further extension to contractors is awaited.

The PIU reported substantial completion of 50 watercourses while completion of only seven watercourses were certified by DSC.

Implementation status of these contracts indicated very slow progress. The total length of 194 watercourses in these 12 packages is 451.12 km. The length of earthen section (80%) is 361 km and the length of lined section (20%) is 90.12 km.

Layout was received by the contractors on 194 watercourse (100%).The earthen section was completed on 94,844 meters that is 26.3% of the total earthen length of watercourses. The lined section was completed on 48,939 meters that is 54.2% of the total lined length.

Overall 31.9% physical progress has been achieved on the awarded 12 contract packages by end December, 2018.

GIS based location maps of visited watercourses have been appended as Appendix-J. Detail of Implementation status on watercourse construction in different contract packages as provided by PIU is given in Table-3 below.

March 2019 12 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 Table 3: Detail of Progress on Contract Packages as on December 31, 2018 Total Completed Completed WCs WCs Overall PKG Layout WCs Earthen Lined per completed Package No. Given Length Watercourse Watercourse PKG as per DSC Achievement per PKG Length Length No No No (m) (m) (%) (m) (%) (%)

I 15 15 2 41,180 9,164 27.8 5,957 72.3 36.7 II 13 13 - 40,980 0 0 5,779 70.5 14.1 III 15 15 - 37,530 4,020 13.4 4,911 65.4 23.8 IV 12 12 - 34,100 3,500 12.8 4,727 69.3 24.1 V 14 14 7 31,370 15,614 62.2 3,923 62.5 62.26 VI 14 14 3 30,930 10,600 42.8 4,238 68.5 47.94 VII 15 15 - 33,650 2,000 7.4 1,210 18 9.52 VIII 12 12 - 35,460 4,452 15.7 1,702 24 17.36 IX 20 20 8 42,380 16,044 47.3 6,600 78 53.44 X 23 23 - 37,897 4,850 64 1,761 5.8 52.36 XI 28 28 - 46,700 13,500 36.1 5,681 60.8 41.04 XII 13 13 - 38,830 11,100 35.7 2,450 31.5 34.86

Total 194 194 20 451,117 94,844 48,939 31.88%

4.2 Monitoring Methodology of the Current Site Visit:

A list of 38 incomplete watercourses from three Packages (Package III, X and XII) was received where PIU has made payments to Contractors on the certification of Design and Supervision Consultant (DSC) from the advance amount received from USAID for the period July- September, 2018. Seven watercourses of package V, where FCR has been issued were also included for verification. On the advice of COR USAID all watercourses were walked-thru for verification of work done instead of random sampling.

4.3 Findings of the Current Site Visit to Different Packages:

A-E Contractor was assigned to verify completion of paid work-done on 38 watercourses where PIU has released the payment from the USAID Advance released during the period from July-September, 2018. The 38 watercourses were from Package III, Package X and Package XII. In addition, A-E contractor was assigned to verify completion of seven watercourses of Package V upon sharing of substantial completion report by PIU.

A-E findings and observations are stated below in a package-wise sequence.

March 2019 13 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 Package III:

This package consists of 15 watercourses located on distributary canal no. 6 & 7. Total Contract Price of the Package is PKR 40,493,842. Contractual status of Package III implementation is as below.

Contract Start Date: June 09, 2017

Contract Completion Date (original): August 08, 2017

1st Extended Completion Date: October 08, 2017

2nd Extended Completion Date: December 31, 2017

3rd Extended Completion Date: June 30, 2018 (PIU is extending the contract by March 31, 2019)

Construction Contractor: M/s Pir Azmat Shah and Sons

Total length of 15 watercourses is 37,530m including 20% lining length of 7,506m with Pre-cast Concrete Parabolic Segment (PCPS) and construction of 80% earthen watercourse length of 30,024m. In addition, construction and installation of allied / associated structures such as 660 turnouts / Nuccas, 43 Culverts, 30 washing pads and 15 sign boards are included in Package III.

Overall 23.8% physical progress has been achieved on Package-III.

There were 10 watercourses in Package III where payment was made from advance amount received from USAID for the period July- September, 2018. Nine watercourses were located on distributary no. 6 and one watercourse was located on distributary no. 7.

Details including the designed data and verified paid work data pertaining to visited watercourses of Package III have been presented in the Table 4 below.

March 2019 14 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 Table 4: Detail of Designed Data and Paid Work Done Status of Package III

Watercourse No. MW 23/6 MW 24/6 MW 25/6 MW 26/6 MW 28/6 MW 29/6 MW 30/6 MW 31/6 MW 32/6 MW 11/7 Location 23097/L 24105/L 25113/L 26121/L 28124/L 29500/L 30273/L 31385/L 31967/L 2979/R Total Length (m) 3560 3440 3110 2970 2900 2580 2580 2040 2040 1690

Lining Length (m) 712 688 622 594 580 516 516 408 408 338 Earthen Length (m) 2848 2752 2488 2376 2320 2064 2064 1632 1632 1352 Nuccas 62 60 56 52 50 46 46 38 37 31

Designed Data Designed Culverts 3 3 3 3 3 3 3 2 3 2 Drop/fall 0 0 0 0 0 0 0 0 0 0 Washing Pads 2 2 2 2 2 2 2 2 2 1 Sign board 1 1 1 1 1 1 1 1 1 1 Bed Clearance (m) 0 688 622 594 0 0 0 0 0 0 Bed Preparation (m) 0 688 0 0 270 516 516 18 24 0 Sand Bed (m) 0 188 0 0 270 478 161 18 24 0 PCPL Segment (N0.) 0 206 0 0 318 520 175 20 26 0

B.E. Filling (m) 0 0 0 0 0 0 0 0 0 0 Bed Clearance (m) 0 2112 2488 906 0 1050 0 240 0 0 Bed Preparation (m) 0 2112 0 0 200 1050 0 240 0 1340 Embankment / Pad Formation (m) 956 0 0 0 0 0 0 1532 0 1340

Verified Work Done Work Verified Channel Excavation 0 0 0 0 0 0 0 1350 0 0 Filling up to Bank Level above FSL (m) 0 0 0 0 0 0 0 0 0 0 Allied Structures (No) 0 0 0 0 0 0 0 0 0 0 Verified Work done Amount (PKR) (Inclusive of Location Factor 693,448 928,136 146,433 101,837 446,398 1,119,200 253,552 523,139 38,917 399,832 and Offered Rebate)

March 2019 15 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 Specific observations related to paid work done were shared in the initial site visit report and most of them have been addressed as per response shared by DSC/PIU.

General Observations pertaining to each watercourse were shared in detail in the initial site visit report. Some of the general observations noticed during the site visit of Package III include:

 Proper Jointing of PCPS panels need to be done as seepage has been observed at number of locations.

 Backfilling and compaction at all nucca structures is required to be done.

 During the site visit no work was in progress and the work stopped since March, 2018.

 Proper backfilling, ramming of earthen banks along lining portion and outward dressing needs to be addressed.

 Typical design of VRB rectangular opening need to be correlated with the size of the segments rather than using one size opening for all sizes / types of PCP segments.

 Compressive strength of culvert slab was checked and observed less than required strength at some locations. PIU and DSC advised to recheck the strength.

 Cut-off walls not constructed at nucca structures.

 PCPL segments found damaged at some locations. Need replacement

Conclusion:

Observations noticed during site visit were shared in the Initial Site Visit Report. Upon receiving satisfactory rectification details from PIU (refer Appendix-C), HPK verifies the completion of the reported work-done. However, 100% verification of watercourses will be ensured, at full completion, by conducting final inspection of each watercourse.

B. Package V:

This package consists of 14 watercourses located on distributary canal no. 7 & 11. Total Contract Price of the Package is PKR 38,105,904. Contractual status of package V implementation is as below.

Contract Start Date: August 01, 2017

Contract Completion Date (Original): December 01, 2017

1st Extended Completion Date: Nil

2nd Extended Completion Date: February 01, 2018

3rd Extended Completion Date: June 30, 2018 (PIU is extending the contract by March 31, 2019)

March 2019 16 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 Construction Contractor: M/s Hizbullah Khan and Sons

Total length of 14 watercourses is 31,370m including 20% lining length of 6,274 m with PCPS and construction of 80% earthen watercourse length of 25,096m. In addition Construction and installation of allied structures such as 474 turnouts / Nuccas, 40 Culverts, 28 washing pads and 14 sign boards.

Overall 62.3% physical progress has been achieved on Package-V.

There were 7 watercourses in Package V where Final Completion Report (FCR) has been issued. Details including the designed data and verified paid work data pertaining to visited watercourses of Package is summarised in the Table 5 below.

March 2019 17 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 Table 5: Detail of Designed Data and Paid Work Done Status of Package V Watercourse No. MW 1/11 MW 2/11 MW 3/11 MW 12/11 MW 13/11 MW 14/11 MW 15/11 Location 174-L 2144-L 3171-L 3244-R 4335-R 5395-R 6616-R Total Length (m) 1,820 2,260 2,730 1,990 1,800 2,080 1,740

Lining Length (m) 364 452 564 398 360 416 348 Earthen Length (m) 1,456 1,808 2,184 1,592 1,440 1,664 1,392 Nuccas 43 40 48 36 32 38 30 Culverts 4 4 4 3 3 3 3 Designed Data Drop/fall 0 0 0 0 0 0 0 Washing Pads 2 2 2 2 2 2 2 Sign board 1 1 1 1 1 1 1 Total Length (m) 1,812 2,218 2,714 1,980 1,800 1,923 1,740

Lining Length (m) 364 452 546 398 360 404 348 Earthen Length (m) 1,448 1,766 2,168 1,582 1,440 1,519 1,392 Nuccas 30 33 49 36 32 35 30 Culverts 3 3 3 2 2 2 2 Drop/fall 0 0 0 0 0 0 0

VerifiedWork done Washing Pads 0 0 0 0 0 0 0 Sign board 1 1 1 1 1 1 1 Verified Work done Amount (PKR) (Inclusive of Location Factor 2,008,342 2,448,509 3,089,905 1,966,366 1,705,983 1,658,061 2,436,057 and Offered Rebate)

March 2019 18 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 Observations were shared and responded by PIU after due rectification. PIU has handed over the watercourse to respective WUAs after conducting test run. Response of PIU on the shared observations together with hand over certificate to WUA is attached as Appendix-C.

Conclusion:

Detailed observations noticed during site visit have already been shared in the Initial Site Visit Report. DSC has also shared a comprehensive punch list with substantial completion report. A-E contractor is of the view that the project should develop a correlated approach towards completing development activities on each watercourse by involving all their consultants, WUAs and local administration. A satisfactory rectification details (technical, environmental & social) from PIU, HPK is received and is currently under final review before issuing clearance certificate.

C. Package-X:

This package consists of 23 watercourses located on distributary canal no. 1 & 2. Total Contract Price of the Package is PKR 46,267,755. Contractual status of package X implementation is as below.

Contract Start Date: August 29, 2017

Contract Completion Date (Original): December 29, 2017

1st Extended Completion Date: Nil

2nd Extended Completion Date: April 06, 2018

3rd Extended Completion Date: June 30, 2018 (PIU is extending the contract by March 31, 2019)

Construction Contractor: M/s Hizbullah Khan Gandapur

Total length of 23 watercourses is 37,897m including 20% lining length of 7,586m with PCPS and construction of 80% earthen watercourse length of 30,311m. In addition Construction and installation of allied structures such as 680 turnouts / Nuccas, 62 Culverts, 46 washing pads, 32 drop structures and 23 sign boards.

Overall 52.6% physical progress has been achieved on Package-X.

There were 16 watercourses in Package X where payment was made from advance amount received from USAID for the period July- September, 2018. Details including the designed data and verified paid work data pertaining to visited watercourses of Package X is summarised in Table 6 and Table 7 below.

March 2019 19 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10

Table 6: Detail of Designed Data and Paid Work Done Status of Package X (Distributary no. 01) Watercourse No. MW-1/1 MW 2/1 MW 3/1 MW 4/1 MW 5/1 MW 6/1 MW 7/1 MW 8/1 MW 9/1 Location 040/R 904/R 1539/R 2635/R 3645/R 4675/R 5551/R 6556/R 7409/R Total Length (m) 1,170 1,020 1,160 1,090 1,410 1,650 1,657 1,200 1,290

Lining Length (m) 234 204 232 218 288 330 332 240 258 Earthen Length (m) 936 816 928 872 1122 1320 1325 960 1032 Nuccas 22 18 22 20 26 30 30 23 25 Culverts 2 2 2 2 2 2 2 4 3 Designed Data Designed Drop/fall 2 4 2 2 1 1 0 2 1 Washing Pads 2 2 2 1 2 2 2 2 2 Sign board 1 1 1 1 1 1 1 1 1 Bed Clearance (m) 0 204 0 0 0 0 0 0 0 Bed Preparation (m) 0 204 0 0 0 0 0 0 0 Sand Bed (m) 0 157 0 198 0 0 145 0 33 PCPL Segment (N0.) 0 170 0 215 0 0 158 0 30

B.E. Filling (m) 0 0 0 0 0 0 0 0 0 Bed Clearance (m) 666 97 0 0 0 0 0 0 0 Bed Preparation (m) 666 97 0 0 0 0 0 0 310 Embankment / 0 300 0 0 0 0 0 1200 120 Pad Formation (m) Channel Excavation 0 0 548 0 732 1200 0 960 570 Filling up to Bank 0 0 0 0 0 0 0 0 0 Verified Paid Work Done Work Paid Verified Level above FSL (m) Allied Structures (No) 0 0 0 0 0 0 0 0 0 Verified Work done Amount (PKR) 38,152 262,472 16,157 156,644 22,602 37,619 184,609 359,784 373,541 (Inclusive of Location Factor and Offered Rebate)

March 2019 20 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 Table 7: Detail of Designed Data and Paid Work Done Status of Package X (Distributary no. 02) Watercourse No. MW 5/2 MW 6/2 MW 7/2 MW 8/2 MW 9/2 MW 10/2 MW 11/2 Location 6044/R 7130/R 8107/R 8828/R 10095/R 12146/R 13195/R Total Length (m) 1,300 2,670 2710 3210 2760 2100 1720

Lining Length (m) 260 534 542 642 552 420 344 Earthen Length (m) 1,040 2,136 2168 2568 2208 1680 1376 Nuccas 24 46 48 56 48 36 32 Culverts 2 3 4 5 4 3 2 Designed Data Designed Drop/fall 1 1 1 1 1 3 1 Washing Pads 2 2 2 2 2 2 2 Sign board 1 1 1 1 1 1 1 Bed Clearance (m) 0 0 0 0 552 420 344 Bed Preparation (m) 0 534 542 0 552 420 344 Sand Bed (m) 0 0 0 0 0 0 0 PCPL Segment (N0.) 0 0 0 0 0 0 0

B.E. Filling (m) 0 0 0 0 0 0 0 Bed Clearance (m) 0 872 0 2568 1104 655 990 Bed Preparation (m) 0 0 0 2568 1023 670 1100 Embankment / 80 1656 1673 1638 438 0 0 Pad Formation (m) Channel Excavation 0 0 0 0 0 0 0 Filling up to Bank 0 0 0 0 0 0 0 Verified Paid Work Done Work Paid Verified Level above FSL (m) Allied Structures (No) 0 0 0 0 0 0 0 Verified Work done Amount (PKR) 42,739 1,031,001 1,450,843 1,184,052 381,929 53,747 82,200 (Inclusive of Location Factor and Offered Rebate)

March 2019 21 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10

Specific observations related to paid work done were shared in the initial site visit report and most of them have been addressed as per response shared by DSC/PIU.

General Observations pertaining to each watercourse were shared in detail in the initial site visit report. Some of the general observations noticed during the site visit of Package X include:

 Soil salinity issues need to be checked and addressed

 Broken/damaged PCPL segments were being used at site by the contractor.

 Sand bed under PCPS panels was found missing at different locations.

 Calcium Carbide used to calculate soil moisture content for field density test was found expired.

 Proper backfilling, watering, ramming, dressing and embankment formation along PCPL segments need to be completed.

 Some PCPL segments observed with deteriorated surface either due to salinity or concrete mix design issue.

 At some watercourses, Cross-drainage structure required for the ponding area yet not constructed. Design to be reviewed for the ponding water as it will damage the earthen channel.

Conclusion:

Observations noticed during site visit were shared in the Initial Site Visit Report. Upon receiving satisfactory rectification details (refer Appendix-C) from PIU, HPK verifies the completion of the reported work-done. However, 100% verification of watercourses will be ensured, at full completion, by conducting final inspection of each watercourse.

D. Package XII:

This package consists of 13 watercourses located on distributary canal no. 5. Total Contract Price of the Package is PKR 48,843,298. Contractual status of package XII implementation is as below.

Contract Start Date: August 29, 2017

Contract Completion Date (Original): December 29, 2017

1st Extended Completion Date: Nil

2nd Extended Completion Date: April 06, 2018

3rd Extended Completion Date: June 30, 2018(PIU is extending the contract by March 31, 2019)

Construction Contractor: M/s Hizbullah Khan Gandapur

Total length of 13 watercourses is 38,830m including 20% lining length of 7,766m with PCPS and construction of 80% earthen watercourse length of 31,064m. In

March 2019 22 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 addition Construction and installation of allied structures such as 676 turnouts / Nuccas, 38 Culverts, 25 washing pads, 27 drop structures and 13 sign boards.

Overall 34.9% physical progress has been achieved on Package-XII.

There were 12 watercourses in Package XII where payment was made from advance amount received from USAID for the period July- September, 2018. Detail including the designed data and verified paid work data pertaining to visited watercourses of Package XII is summarised in the Table 8 below.

March 2019 23 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 Table 8: Detail of Designed Data and Paid Work Done Status of Package XII MW- MW- MW- MW- MW- MW- Watercourse No. MW-5/5 MW-6/5 MW-7/5 MW-8/5 MW-11/5 MW-12/5 2/5 3/5 4/5 9/5 10/5 13/5 Location 1890/L 2724/R 2824/L 3789/L 4815/L 5889/L 6892/L 7985/L 10001/L 10971/L 11013/L 12712/L

Total Length (m) 3280 2800 2660 2450 3120 3320 3420 3660 3460 2870 3010 1000 Lining Length (m) 656 560 532 490 624 664 684 732 692 574 602 200 Earthen Length (m) 2624 2240 2128 1960 2496 2656 2736 2928 2768 2296 2408 800 Nuccas 58 51 47 42 54 58 59 63 61 50 52 20

Designed Data Designed Culverts 4 2 3 2 3 2 2 2 2 2 3 2 Drop/fall 2 1 0 1 2 0 1 1 1 5 1 1 Washing Pads 2 1 2 2 2 0 2 2 2 2 2 1 Sign board 1 1 1 1 1 1 1 1 1 1 1 1 Bed Clearance (m) 656 20 548 0 0 664 584 732 692 574 602 200 Bed Preparation (m) 0 20 548 71 324 330 584 0 692 574 602 0 Sand Bed (m) 0 0 0 71 276 0 0 0 0 0 0 0 PCPL Segment (N0.) 0 0 0 77 300 0 0 0 0 0 0 0 B.E. Filling (m) 0 0 0 0 0 0 0 0 0 0 0 0

Bed Clearance (m) 2624 0 0 0 0 0 80 0 0 2296 2308 800 Bed Preparation (m) 2624 0 0 0 0 0 80 0 0 2296 2308 800 Embankment / 1666 0 0 0 0 0 802 0 0 2000 2308 768 Pad Formation (m) Channel Excavation 0 0 0 0 2290 2450 0 0 0 0 0 0 Filling up to Bank 0 0 0 0 0 0 0 0 0 0 0 0 Level above FSL (m) Verified Paid Work Done Work Paid Verified Allied Structures (No) 0 0 0 0 0 0 0 0 0 0 0 0 Verified Work done Amount (PKR)

(Inclusive of Location 1,353,424 4,552 84,074 106,618 626,114 250,831 420,721 31,126 28,748 1,530,326 1,796,869 388,082 Factor and Offered Rebate)

March 2019 24 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 Specific observations related to paid work done were shared in the initial site visit report and most of them have been addressed as per response shared by DSC/PIU.

General Observations pertaining to each watercourse were shared in detail in the initial site visit report. Some of the general observations noticed during the site visit of Package XII include:

 Embankment pad damaged/cut by the farmers for temporary water delivery at no. of locations, need required restoration.

 PCPL segments Jointing was found missing at different locations.

 During the site visit no work was in progress and the work was stopped since March, 2018

 Soil salinity issue need to be checked and address.

 Work stopped since March 2018 no bed clearance was observed. According to DSC/PIU bed clearance was done in March 2018 due to no activity at site vegetation growth observed in initial reach and farmers have cultivated wheat crop in the cleared bed site at some watercourses. Need to be redone.

Conclusion:

Observations noticed during site visit were shared in the Initial Site Visit Report. Upon receiving satisfactory rectification details (refer Appendix-C) from PIU, HPK verifies the completion of the reported work-done. However, 100% verification of watercourses will be ensured, at full completion, by conducting final inspection of each watercourse. 4.3.1 Engineering and Revenue Chakbandi of Watercourses The revenue chakbandi is complete for 193 watercourses (92%) in DI Khan and 102 watercourses (56%) in Tank districts. The revenue chakbandi is complete for 295 out of the 393 watercourses which is 75% achievement. The cadastral map is prepared for 181 watercourses in DI Khan (86%) and102 watercourses in Tank (56%) with grand total of 283 indicating 72% of achievement.

During past five months landowners list was prepared on 38 watercourses and the number increased from 243 in July 2018 to 281 at the end of November 2018.

Challenges

There are some discrepancies in engineering and revenue chakbandis which is causing confusion among farmers. Watercourses are being designed according to the engineering chakbandi that is based on topographic survey and will command the area accordingly as per design.

Farmers have been approaching the PIU and the DSC to express their fears that the designed watercourse will not irrigate their land because of lower elevation of watercourse than their fields. Some farmers are approaching for changes in the alignment of the watercourse. Some farmers have also demanded additional watercourse for their land. It was learnt in a meeting with Executive Engineer

March 2019 25 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 Irrigation that the Irrigation Department has started revising the irrigation chakbandi and will follow the watercourse command constructed in accordance with the layout proposed by WAPDA in the Engineering chakbandi. It is believed that the farmers concerns will be addressed up to greater extent with the revised chakbandi being undertaken by Irrigation Department. 4.3.2 Survey, Layout, Design and Construction of Watercourses Engineering surveys, design and BoQ were completed for 263 watercourses (67%) by the end of December 2018. Bidding documents have been prepared for 250 watercourses (64%). Construction work is in progress on 12 awarded packages. 4.3.3 Multipurpose Pond DSC has to design multi-purpose pond for each of the 393 watercourses. Engineering survey, design and BoQ of 263 (67%) multi-purpose ponds have been completed, and bidding documents were prepared for 212 (54%). Procurement for construction contractors will be initiated after site selection with respective WUAs, as reported. 4.3.4 High Efficiency Irrigation System DSC has to design high efficiency irrigation system for all 393 watercourses. Currently, design of this activity has not started. 4.3.5 Precision Land Levelling Engineering survey for PLL was carried out for 12,500 acres, design and BoQ for 7,500 acres and bidding documents for 3,778 acres were prepared against the target of 163,000 acres. 4.3.6 Link Road Contract was awarded for construction of 7.265 km link road where work is in progress, as reported.

March 2019 26 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 5 Implementation Progress

The positions of Component Leader and Field Officer of Productivity Enhancement, Gender Specialist (male), Component Leader Value Addition, and all staff of marketing component is vacant.

5.1 Procurement of Consultancies

Three consultancies were procured to date: (i) Master Plan Consultant has completed assignment, (ii) DSC is working and SMC commenced work in February 2018.

The SMC was mobilised in February 2018 and established office in DI Khan and two field offices, one at Kulachi and the other at Tank. Out of seven key experts only three were working in DI Khan and four were working in absentia.

Bids for the fourth consultancy on productivity enhancement, value added agriculture and livestock and marketing components was opened. Procurement was stopped six months ago by the Secretary Agriculture and an enquiry was ordered.

The DSC has achieved 61% of the targets of design, BoQ and bidding documents. Contracts for 194 watercourses (49%) were awarded.

DSC has been given neutral budget time extension though they have claimed cost extension. Matter is currently under relevant provincial departments review.

5.2 Implementation Progress Status

Progress of different activities up to end December 2018 as per PIU is summarized in Tables below.

Table 9: Progress on Chakbandi Up to December Description Target Remarks/Progress 2018 Revenue Chakbandi received 393 295 75%

Shajra Aqs (maps) 393 283 72%

Owners’ list received 393 281 72%

Table 10: Progress on Feasibility Study & Master Plan by (M/S AAB)

Description Remarks

Feasibility Study & Master Plan along with Agriculture and Livestock Submitted, reviewed Development and cleared

March 2019 27 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 Table 11: Progress on Social Mobilization by (OFWM) Department KP and Taleem Foundation

GZD-CADP Description Remarks/Progress Target Total Farmers’ contacted 393 308 78% WUAs formed 393 267 68% WUAs registered 393 259 66%

Table 12: Progress of Design & Supervision Consultant

GZD-CADP % Description Target Achieved Achievement Soft Component: Watercourses Engineering Survey (Nos) 393 263 67% Watercourses Design & BoQ (Nos) 393 263 67% Watercourses Bidding Documents (Nos) 393 250 64% Multi-purpose Ponds Engineering Survey (Nos) 393 263 67% Multi-purpose Ponds Design & BoQ (Nos) 393 263 67% Multi-purpose Ponds Bidding Documents (Nos) 393 212 54% Link Road Engineering Survey (km) 30** 21.2 71% Link Road Design & BoQ (km) 30 20 67% Link Road Bidding Documents (km) 30 20 67% Installation of High Efficiency irrigation system 393 0 0% Engineering Survey (Nos) Installation of High Efficiency irrigation system Design & 393 0 0% BoQ (Nos) Installation of High Efficiency irrigation system Bidding 393 0 0% Documents (Nos) Precision land levelling with laser technology. 163,000 12,500 8% Engineering Survey Completed (Acres) Precision land levelling with laser technology. 163,000 3,778 2% Design & BoQ and bidding documents (Acres) Precision land levelling with laser technology Complete 163,000 0 0% (Acres) Hard Component: Watercourses Construction (Nos) Bids invited 393 225 57% Bids opened/finalized 393 225 57% Contacts awarded 393 194 49% Work initiated 393 185 47% Work completed 393 50* 13%* Work under progress 393 135 34% Length of earthen section completed in km 983 95 10%

March 2019 28 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10

Length of lined section completed in km 197 49 25% Structures completed Nos 13,072 1250 10% CAD Shingle road construction in km Contracts awarded 30 7.3 24% Work initiated 30 7.2 24% Work completed 30 0 0% FOs offices in Nos Work completed 3 01 33% Productivity enhancement & value added agriculture &

livestock Orientation and training of WUAs (Livestock) 393 42 11% Orientation and training of Individuals 551 551

* Out of 50 Watercourses shown as completed, Final Completion Report (FCR) of only seven watercourses was submitted for verification in November 2018.

** 20km kacha link road is in PC-1

5.3 Meeting with Line Departments

Meetings were held with line departments to appraise any grounds for coordination and cooperation with the PIU and its Consultants. Following are the line departments with which meetings were held. 5.3.1 Gomal Zam Irrigation Division (GZID) Executive Engineer informed about canal operation and problems being faced. The most important issue was staggering increase in the number of outlets from 393 to 497 as 104 additional outlets were authorised by WAPDA. The issue was raised in the project steering committee meeting but WAPDA has yet not finalised its response. The increase in number of outlets will considerably change command area of many watercourses. This will have major impact on the project as the original plan included 393 outlets and PIU targets of WUA and training programme are confined to this number.

GZID field staff reported violations of canal law such as blocking and diversion of distributaries, illegal extraction of excessive quantities of water by pumping and inverted pipe-syphon. GZID allow farmers these practices to some extent as watercourses are yet to be constructed and farmers do need irrigation of crops. To rectify these illegal activities 170 police cases were registered in DI Khan and 35 in Tank district. Police has not proceeded against the offenders for prosecution, perhaps due to political support for the offenders.

Notification for takeover of canal system by Irrigation Department is not issued by the Secretary Irrigation. This has stopped revenue staff from crop survey and levy of water rates.

March 2019 29 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 Database of WUA is not prepared by the PIU or SMC. GZID needs this database to ascertain the complaints of farmers and communicate with WUA. WUA members list may also be required in this regard. GZID also showed interest in participating with SMC in general body meetings of the WUA. 5.3.2 Livestock and Dairy Development Department (LDDD) The district LDDD department informed about the services and outreach in the district. The department has 10 veterinary hospitals and 23 livestock dispensaries in the district. About 15 Livestock Assistants trained in Artificial Insemination (AI) and providing services. The annual target of AI for small and large ruminants in the district in the previous year was 15,900 which was 100% achieved. Success rate of AI was 45% in the district. This success rate is good compared to average 50% pregnancy rate in goats and 60% in cattle in single AI performance. The AI staff of LDD lack mobility which may be considered as heat duration of small and large ruminants is short.

The department had 15 AI trained staff and would like AI training for other Stock Assistants in the district. The PIU may consider coordination with LDD in livestock breed improvement component as well as in feed and fodder component. The department staff had first-hand knowledge of the farmers and the area. Cooperation with LDDD may help SMC in implementation of training programme. 5.3.3 Department of Agriculture Research (DAR) The DAR appear typical line department with insufficient laboratory equipment, materials and important vacant positions like plant pathologist. The department had one or more officers for food technology, cereal crops, and cotton research. They had research farms for seed development and informed developing new high yield varieties of wheat and cotton seed. The wheat seed developed by the centre was named after their minister. Cotton is almost unknown in the district as sugarcane production is demanded by five sugar mills in the district.

Food technology only preserved fruit by making syrups and marmalades, none of which were marketed.

The department cannot be of any use for the value added processing component of the project. 5.3.4 Department of Agriculture Extension (DAE) DAE is also typical line department with traditional set of services and very limited outreach with one Field Assistant per Union Council (UC). There were 47 UCs in DI Khan district, 13 in the city and 34 in rural areas. The number of UCs in Kulachi tehsil was 8 and it could be not more than 4 in the project area. All the Field Assistant were provided motorbike by the department. The major activity of the department is wheat and rice seed procurement from registered farmers and its processing and storage. The DAE has small fruit nursery of mango guava, berries, and citrus. The District Officer of DAE had no idea about cooperation between the Project and DAE. The district officer and staff however demanded construction of seed store and seed processing plant from the project.

March 2019 30 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10

6 Implementation Issues

A-E Contractor has presented analysis of the project progress and provided detailed suggestions for improving the project performance, in previous site visit reports, particularly, in the Sixth Site Visit Report. The project implementation is thoroughly reviewed in the light of past five months performance from July to November 2018 and major impediments are identified and remedial actions are suggested to improve performance of the project.

6.1 Command Area Development

This is the most important and the largest component of the project which includes engineering component of watercourse construction and institutional development. The soft components include organisation, registration and training of WUAs in organisation and management so that they can perform following activities: design and construction of branch watercourses, establishment of warabandi system for judicious water distribution, dispute resolution and operation and maintenance of watercourse.

6.2 Extraordinary Delays in Construction of Watercourses

Progress on Construction of watercourses is 26.3% on unlined channels and 55.2% on lined section of 194 watercourses where work was commenced. All problems pointed out by contractors in execution of work were effectively addressed by the project. All contractors of 12 construction packages were given two to three times extension for completion of works which expired on June 30, 2018. PIU has considered time extension till end March, 2019 though official letter is still awaited.

During field visit to 38 watercourses in November-December 2018, it was noticed that the construction work was stopped by the contractors from the last six months. Some of the farmers informed that they would not allow contractor to carry out work in the wheat cropping season. Contractors after lapse of several months resume construction work at the wheat sowing season. On farmers objection for resumption of work in wheat growing season contractors respond with threats and resume work. The PIU and the DSC is expected to address this concern together with SMC and farmers to minimize crop loss.

6.3 Organisation of WUAs

Social Mobilisation Consultant was appointed for two years duration in December 2017 and submitted its Inception Report in February 2018. SMC is responsible for organisation of WUAs, WIGs, FOs and providing them training to strengthen their capability to manage irrigated agriculture for its members through judicious distribution of water according to agreed roster (warabandi). The WUA will be the major vehicle in implementation of all training and demonstration activities to enhance productivity, value added processing and marketing of produce as well as procurement of inputs.

March 2019 31 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 The SMC has to improve their social mobilisation approach to ensure participatory based development as currently WUAs were formed with conveniently available Irrigators. Social mobilisation is required for creating awareness, collective action, participation, sense of ownership, responsibility for distribution of irrigation water and operation and maintenance of watercourse. The SMC has not shared social mobilisation methodology for organisation of WUAs. This methodology is required for organisation of new and re-activation of existing WUAs. Deficiencies have been addressed to major extent while minor ones are still in improvement process and will be verified with next deliverable.

The SMC has not shared any plan for training of WUAs in organisation and management, design and construction of branch channels, operation and maintenance of watercourse, productivity enhancement, value addition and marketing as required in the contract.

The SMC has not shared any plan, approach and methodology for organisation of Women Interest Groups and FOs.

6.4 The Staff and Performance of SMC

The key professional staff of SMC comprised following seven experts and one additional position of M&E Officer was added in the Inception Report.

Staff Date of Replacement

i) Team Leader

ii) Manager Social Mobilization March 8, 2018

iii) Senior Training Coordinator October 3, 2018

iv) Livestock Entrepreneurship Expert April 26, 2018

v) On -Farm Water Management Expert June 12, 2018

vi) Value Addition and Marketing Expert not mentioned

vii) Agriculture Expert September 9, 2018

For all the above seven positions nominated in the Contract (dated December 4, 2018) and in the Inception Report (February 2018) none except the Team Leader remains unchanged. Replacement of five experts was obtained on the dates mentioned against their names and the date of their joining the project is not mentioned. The approval of key staff from PIU is attached as Appendix-G.

Only three key staff: (i) Manager Social Mobilisation, (ii) Agriculture Expert, and (iii) on-Farm Water Management Expert are performing duties in DI Khan office. Four key staff (i) Team Leader, (ii) Livestock Entrepreneurship Expert, (iii) Senior Training Coordinator and (iv) Value Addition and Marketing Experts are working from Islamabad.

The field staff according to Inception Report comprised 12 males and three female Social Organisers. In November 2018, the total number was eight male Social

March 2019 32 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 Organisers. It was informed that two women Social Organisers were recruited but they had resigned.

The SMCs targets of output for the first three quarters (from March to November 2018) as mentioned in the Inception Report comprised: organisation of 213 new WUAs, Re-activation of 180 WUAs, 69 WIGs and 18 FOs. Against these targets the total output of SMC in December 2018 was formation of 75 WUAs.

SMC has committed submission of quarterly monitoring report in its Inception report but none are prepared.

The above performance clearly indicates that there is enough room for improvement in performance of SMC. SMC has to improve its approach towards social mobilization and to ensure presence of all key position at DI Khan Project Office. Efficiency of team is not up to the mark due to its key staff absentia from DI Khan Project Office. SMC’s nine months output is equal to its target of first quarter.

6.5 Registration of WUAs by OFWM Department

Registration of 75 WUAs by OFWM needs improvement by first ensuring WUAs formation by randomly selecting WUAs for prior visit. It appears that registration of these WUAs was obtained from OFWM department without prior confirmation and by their Field Officer

It is suggested that OFWM department do sign the standard certificate issued for earlier formed 184 WUAs before December 2017. It is expected that the OFWM department will re-visit the registration of these 75 WUAs and issue proper departmental certificate approved by the government.

6.6 Productivity Enhancement in agriculture and Livestock

The PIU has not filled the position of Component Leader and has one field officer since many months. No plan was shared by the PIU for recruitment of these positions.

Only Agriculture Expert was stationed at DI Khan office of the SMC.

6.7 Value Addition Component

The position of Component Leader is vacant. Value addition and marketing expert of SMC was not stationed at DI Khan.

6.8 Marketing:

The positions Marketing Component Leader and Marketing Specialist are vacant since long. PIU has not shared any plan for recruitment of these positions.

6.9 Training and Demonstration

Training and demonstration is major activity of the project in all four components: (i) Command Area Development, (ii) Productivity Enhancement, (ii) Value Added Processing and (iii) Marketing. The Project Component Leaders may provide

March 2019 33 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 contents, guidelines and procedures for training within the framework of project PC- I. Unfortunately, the three positions of Component Leaders: (i) Productivity Enhancement, (ii) Value Added Processing and (iii) Marketing are vacant in the PIU and no plan for recruitment of these positions was shared.

The implementation of training programme is responsibility of the SMC according to contract. SMC has to develop training methodology, training plan, training modules, tools for measurement of training effectiveness and satisfaction of recipients from training. During the wrap-up meeting Trainee expert was presented by SMC who informed to speed up the training plan preparation process.

The training programme given in the Inception Report of SMC has lapsed. The training was scheduled to start in December 2018 and the SMC has not initiated any planning for implementation of these activities. SMC informed preparation of the Training Needs Assessment (TNA) that was submitted to PIU. For example, farmers need to know the timing and number of irrigations for wheat and gram crops. How TNA can guide in this activity?

The training plan and activities are delayed perhaps due to lack of capacity both on the part of PIU and the SMC.

6.10 PIU Staff without Basic Survey Equipment

PIU staff lacks tools to monitor the performance of consultants in preparing deliverables in the field and offices. The PIU staff need to enhance their cross- checking efforts of submitted IPCs for any watercourse to ascertain that the work has been done as claimed for payment. This is required as if the DSC has overlooked any aspect of the construction activity, the PIU should have randomly verified the work done.

PIU staff suffers from lack of basic engineering survey equipment to monitor progress of contractor’s work. The PIU CAD field staff may be provided two sets of basic engineering survey equipment like, dumpy levels, measuring wheel, measuring tapes and testing equipment and materials without delay. PIU field staff is making great efforts but lack of equipment hinders their performance.

6.11 WUA Concerns

The WUA representatives met during visit to 45 (7+38) watercourses informed that they were not consulted in survey, design and layout of watercourses. Even when a few of them gave suggestions these were not entertained by DSC. The farmers demand for placement of lining section in vulnerable reaches of the watercourse was not accepted by the DSC. The contractor started work without consulting farmers or giving them information. The farmers were not consulted in placement of culverts, nuccas and washing structures.

A-E Contractor do suggest effective participation of WUAs to develop sense of ownership that in turn will increase sustainability and reliability of the development interventions.

March 2019 34 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10

7 Quality Assurance

7.1 Contract Management

As per information provided by the project design and supervision consultants implementation period of all the awarded packages of watercourse construction / civil works has been elapsed on June 30, 2018. PIU has extended all contracts till March 31, 2019 though official document is still awaited. Detailed contractual information of the twelve awarded watercourse construction packages is provided in the table 13 below.

Table 13: Status of Awarded Contract Packages

Contract First Second Third Package Name of Contract Completion Extn. Extn. Extn. Remarks Firm/Company Start Date No. Date (Date) (Date) (Date)

M/s Stately April 6, October December June 30, I June 4, 2017 Engg. Co. 2017 8, 2017 31, 2017 2018

M/s Pir Azmat June 9, August 8, October December June 30, II Shah & Sons 2017 2017 8, 2017 31, 2017 2018

M/s Pir Azmat June 9, August 8, October December June 30, III Shah & Sons 2017 2017 8, 2017 31, 2017 2018 Construction contractors M/s Pir Azmat June 9, August 8, October December June 30, IV contract on Shah & Sons 2017 2017 8, 2017 31, 2017 2018 all awarded 12 Packages M/s Hizbullah August 1, December 1, February June 30, have expired V - Khan & Sons 2017 2017 1, 2018 2018 on June 30, 2018. No further M/s Hizbullah August 1, December 1, February June 30, VI - extension Khan & Sons 2017 2017 1, 2018 2018 details shared by M/s Nasrullah PIU. August 1, December 1, February June 30, VII Miankhel & - 2017 2017 1, 2018 2018 Sons

M/s Hizbullah August 1, December 1, February June 30, VIII - Khan & Sons 2017 2017 1, 2018 2018

M/s Hizbullah August 1, December 1, February June 30, IX - Khan & Sons 2017 2017 1, 2018 2018

March 2019 35 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10

Contract First Second Third Package Name of Contract Completion Extn. Extn. Extn. Remarks Firm/Company Start Date No. Date (Date) (Date) (Date)

M/s Hizbullah August December 29, April 6, June 30, X Khan - 29, 2017 2017 2018 2018 Gandapur

M/s Hizbullah - August December 29, April 6, June 30, XI Khan 29, 2017 2017 2018 2018 Gandapur

M/s Hizbullah - August December 29, April 6, June 30, XII Khan 29, 2017 2017 2018 2018 Gandapur

Necessary action against non-responsive contractors is required as per the contract relevant clauses by the project design and supervision consultants and revised work schedule is suggested to avoid continued project delays.

Main issues pertaining to these packages that resulted in delays are as below;

1. Weakness in social mobilization and awareness campaign in motivating community participation in the implementation process;

2. Award of more than one watercourse construction package to a firm with inappropriate resources (labour and equipment) to undertake implementation activities simultaneously on all packages; and

3. Non application of Contract Management tools to expedite implementation including; timely update of work-plan with remedial measures to address and cover the delays by increasing resources, periodic issuance of warning letters to the non-responsive contractors, increasing frequency of monitoring visits, issuance of repetitive time extensions without assessment of contractors resources and remaining works

7.2 Spot Checking of Dimensions and Levels

The dimensions of watercourses PCPS lining and watercourses structures were randomly checked against drawings / design at different locations.

The results of spot checking for dimensions conducted for the visited Package were over all found satisfactory. The results of spot checks are given below in Table 14.

March 2019 36 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 Table 14: Quality Spot Checking of Watercourses Dimension (m)/ Location Work Elevation S.No Reference Description Remarks Description Watercourse # As per (RD, m) At Site Drawing Shoulder MW-1/11 0+434 Earthen 0.50 0.35 OK 1. Width RD-174/L shoulder PCPL MW-1/11 0+150 Top Width 0.76 0.76 OK 2. Dimension RD-174/L Depth 0.53 0.50 Length 0.91 0.91 Culvert Slab MW-1/11 0+604 Length 4.58 4.63 OK 3. RD-174/L Levels MW-2/11 0+030 Bed elevation As Built 2.02 OK 4. Checking RD-2114/L 0+060 Bed elevation 2.036 0+090 Bed elevation 2.06 Shoulder MW-2/11 0+245 Width 0.50 0.40 OK 5. RD-2114/L PCPL MW-2/11 0+050 Top Width 0.76 0.76 OK 6. Dimension RD-2144/L Depth 0.53 0.50 (Type#6) Length 0.91 0.91 Shoulder MW-2/11 0+347 to Both sides OK 7. RD-2114/L 0+430 Bank Width L/S 0.5 0.42 R/S 0.5 0.40 Earthen MW-2/11 0+465 Top Width 1.59 1.60 The 8. Channel RD-2114/L Depth 0.60 0.29 observed Cross Bed Width 0.40 0.48 dimensions Section are not as per design. Contractor agreed to rectify and will be checked at FCR stage. Nucca MW-2/11 1+290 Cutoff Wall 0.23 0.19 Less than 9. RD-2114/L Thickness required contractor agreed to rectify and will be checked at FCR. Berm R/S MW-2/11 0+245 Width 0.50 0.40 Less than 10. RD-2144/L required contractor agreed to

March 2019 37 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 Dimension (m)/ Location Work Elevation S.No Reference Description Remarks Description Watercourse # As per (RD, m) At Site Drawing rectify and will be checked at FCR. Culvert Slab MW-2/11 0+727 Length 4.58 5.0 11. OK RD-2144/L Width 1.08 1.5 Culvert Slab MW-2/11 2+010 Length 4.58 4.60 OK 12. RD-2144/L 1.08 1.5 Level MW-3/11 0+030 PCPL Top As built 1.597 Staff rod 13. Checking RD-3171/L 0+060 PCPL Top 1.540 reading 0+090 PCPL Top 1.557 reflects that the as built level is in reverse slope need rectification and will be checked at FCR. PCPL MW-3/11 0+070 Top Width 0.76 0.76 OK

Dimension RD-3171/L Depth 0.53 0.50 sType -B Length 0.91 0.91 (Segment#6) Earthen MW-3/11 1+679 Top Width 1.58 1.40 Not as per 14. Channel RD-3171/L Depth 0.59 0.40 design X-Section Length 0.40 0.52 contractor agreed to rectify and will be checked at FCR. Culvert Slab MW-3/11 1+679 Width 1.08 1.5 OK 15. RD-3171/L Length 4.08 6.0 Earthen MW-3/11 1+679 Top Width 1.58 1.56 OK 16. Channel RD-3171/L 0+330 Depth 0.59 0.57 X-Section Length 0.40 0.40 PCPS Type- MW-12/11 0+030 Length 0.91 0.91 OK B RD-3244/R 17. Height 0.53 0.53 ( Segment Top Width 0.76 0.76 #6) Culvert Slab MW-12/11 1+150 Length 1.08 1.10 OK 18. RD-3244/R Width 4.58 4.63 Earthen MW-28/3 1+563 Top Width 1.68 1.80 Not as per 19. Channel RD-23960/R Depth 0.64 0.50 design X-Section Bed Width 0.40 0.45 contractor

March 2019 38 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 Dimension (m)/ Location Work Elevation S.No Reference Description Remarks Description Watercourse # As per (RD, m) At Site Drawing agreed to rectify and will be checked at FCR. Culvert Slab MW-12/11 1+680 Length 1.08 1.14 OK 20. RD-3244/R Width 4.58 4.74 PCPS MW-13/11 0+150 Length 0.91 0.91 OK 21. ( Segment RD-4335/R Height 0.53 0.53 #6) Top Width 0.76 0.76 Culvert Slab MW-13/11 0+618 Length 1.08 1.10 OK 22. RD-4335/R Width 4.58 4.66 Earthen MW-13/11 1+664 Top Width 1.45 1.80 Not as per 23. Channel RD-4335/R Depth 0.55 0..75 design X-Section Bed width 0.40 0.50 contractor agreed to rectify and will be checked at FCR. Levels MW-13/11 0+030 PCPL Bed 208.75 Nucca bed 24. Checking RD-4335/R 0+060 208.745 elevations 0+090 208.77 were not as 0+120 Nucca M#1 208.715 per design Bed NESPAK 0+150 PCPL Bed 208.725 and PIU 0+180 208.74 agreed to 0+210 208.725 rectify all 0+240 Nucca M#2 208.72 observed Bed deficiencies 0+360 Nucca M#3 208.69 and will be Bed checked at 0+514 Nucca M#4 208.677 FCR. Bed 0+624 Nucca M#5 As built 208.557 Bed 0+752 Nucca M#6 208.649 Bed 0+875 Nucca M#7 208.58 Bed 0+997 Nucca M#8 208.53 Bed 1+117 Nucca M#9 208.49 Bed

March 2019 39 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 Dimension (m)/ Location Work Elevation S.No Reference Description Remarks Description Watercourse # As per (RD, m) At Site Drawing 1+241 Nucca M#10 208.25 Bed 1+363 Nucca M#11 208.197 Bed PCPS MW-14/11 0+120 Length 0.91 0.91 25. ( Segment RD-5395/R OK Height 0.46 0.46 #4) Top Width 0.64 0.64 Earthen MW-14/11 0+425 Top Width 1.45 1.380 Not as per 26. Channel RD-5395/R Depth 0.55 0.40 design X-Section Bed width 0.35 0.40 contractor agreed to rectify and will be checked at FCR. Culvert Slab MW-14/11 01+144 Length 4.58 4.64 OK 27. RD-5395/R Width 1.08 1.4 Culvert Slab MW-14/11 1+544 Length 4.58 4.9 Culvert 28. RD-5395/R Width 1.08 1.0 width is less than required PIU advised to recheck and inform report to HPK and will be checked at FCR. Levels MW-14/11 Nucca-M#0 As Built 207.732 PCPL lining 29. Checking RD-5395/R 0+030 PCPL Bed 207.733 bed 0+060 207.724 elevation 0+090 207.71 was 0+120 Nucca-M#1 207.685 observed 0+150 PCPL Bed 207.677 satisfactory 0+180 PCPL Bed 207.662 but the 0+210 PCPL Bed 207.654 nucca bed 0+240 PCPL Bed 207.646 elevations 0+257 Nucca-M#2 207.604 were not in 0+317 PCPL Bed 207.620 sequence are not at 0+356 Nucca-M#3 207.577 minimum 0+411 PCPL Bed 207.536 required 0+471 Nucca-M#4 207.425 slope 0+593 Nucca-M#5 207.366 according to design need

March 2019 40 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 Dimension (m)/ Location Work Elevation S.No Reference Description Remarks Description Watercourse # As per (RD, m) At Site Drawing rectification and will be checked at FCR. PCPS Type- MW-15/11 0+030 Length 0.91 0.91 OK 30. B RD-6616/R Height 0.53 0.53 ( Segment Top Width 0.76 0.76 #6) Culvert MW-15/11 0+470 Length 4.58 4.70 OK 31. RD-6616/R Width 1.08 1.4 Culvert MW-15/11 1+050 Length 4.58 4.58 OK 32. RD-6616/R Width 1.08 1.23 Levels MW-15/11 0+005 PCPL Bed As Built 205.776 Achieved 33. Checking RD-6616/R 0+030 PCPL Bed 205.749 levels are 0+060 PCPL Bed 205.742 not as per 0+090 PCPL Bed 205.756 design 0+120 Nucca-M#1 205.752 slope PIU 0+150 PCPL Bed 205.753 and 0+180 PCPL Bed 205.751 NESPAK 0+240 Nucca-M#2 205.732 agreed to 0+270 PCPL Bed 205.734 rectify the 0+330 PCPL Bed 205.701 work and will be 0+360 Nucca-M#3 205.607 checked at FCR. 0+480 Nucca-M#4 205.602 34.

Earthen Pad MW-1/1 RD- 0+715 Pad Width 3.04 3.80 OK 35. 24/R Nucca MW-23/6 0+725 Cutoff Wall 0.23 0.24 OK 36. RD-23097/L Level MW-2/5 RD 2+160 Drop Top 235.10 235.18 0.08m 37. Checking 1890/L Elevation height is Drop 235.60 235.60 less than required contractor agreed to rectify and will be checked at FCR. Earthen MW-6/1 RD- 0+850 to Top Width 1.19 1.45 Not as per 38. Channel X- 4675/R 0+950 Depth 0.21 0.24 design section Bed 0.36 0.42 contractor agreed to

March 2019 41 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 Dimension (m)/ Location Work Elevation S.No Reference Description Remarks Description Watercourse # As per (RD, m) At Site Drawing rectify and will be checked at FCR. Level MW-7/1 RD- 0+000 PCPL Bed As-built 242.05 OK 39. Checking 5551/R 0+030 PCPL Bed 242.015 0.03m 0+060 PCPL Bed 241.982 reverse slope observed need rectification. Earthen Pad MW-6/2 RD- 1+364 Top width of 2.32 2.0 Not as per 40. 7130-R Excavated design channel with contractor Banks. agreed to rectify and will be checked at FCR. Earthen Pad MW-7/2 RD- 1+240 Top width 2.57 2.20 Not as per 41. 8107-R design contractor agreed to rectify and will be checked at FCR.

7.3 Random Field Testing of Earthworks Compaction and Concrete Quality

In order to assess quality of earthworks compaction and concrete, field density test (FDT) and Schmidt hammer compressive strength tests were conducted. These tests were conducted randomly during the site visit. A summary of test results is provided in Table 15 and Table 16.

Table 15: Summary of Field Density test performed.

Water course S. Location Compaction Compaction Package Name & Remarks No RD Achieved % Required % Number

1. III MW-RD29500/L 01+111 89.8 85.0 Passed

2. VII MW-RD904/R 0+500 92.0 85.0 Passed

March 2019 42 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10

Table 16: Summary of Schmidt hammer test performed Part of Site As per Location S. No Structure MW# & RD Reading Standard Remarks R.D Tested (psi) (psi) PCPL 0+030 4931 4500 OK 1. Top MW-1/11 RD- 174/L PCPL 0+210 4786 4500 2. Top Culvert 0+217 2610 3000 Less than 3. Slab required PIU MW-1/11 RD- advised to 174/L recheck and submit the report. Culvert 0+604 MW-1/11 RD- 3045 3000 OK 4. Slab 174/L Culvert 1+064 MW-1/11 RD- 4351 3000 OK 5. Slab 174/L PCPL 0+030 MW-2/11 RD- 4931 4500 OK 6. Top 2144/L PCPL 0+070 5511 4500 7. Top L/S

PCPL 0+140 4641 4500 8. Top R/S Culvert 0+494 MW-2/11 RD- 2465 3000 Less than 9. Slab 2144/L required PIU advised to recheck and submit the report. PCPL 0+195 MW-3/11 RD- 5511 4500 10. Top 3171/L OK PCPL 0+200 MW-3/11 RD- 5801 4500 11. Top 3171/L OK Culvert 0+660 MW-3/11 RD- 2900 3000 Less than 12. Slab 3171/L required PIU advised to recheck and submit the report. Culvert 1+050 MW-3/11 RD- 4061 3000 OK 13. Slab 3171/L PCPL 0+257 MW-12/11 RD- 4931 4500 OK 14. Top 3244/R PCPL 0+380 MW-12/11 RD- 4641 4500 OK 15. Top 3244/R Culvert 1+151 MW-12/11 RD- 2320 3000 Less than 16. Slab 3244/R required PIU advised to

March 2019 43 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 Part of Site As per Location S. No Structure MW# & RD Reading Standard Remarks R.D Tested (psi) (psi) dismantle the slab and redo as per specifications and will be checked at FCR. Culvert 1+680 MW-12/11 RD- 3625 3000 OK 17. Slab 3244/R PCPL 0+380 MW-13/11 RD- 4641 4500 OK 18. Top 4335/R Culvert 0+618 MW-13/11 RD- 4641 3000 OK 19. Slab 4335/R Culvert 1+644 MW-13/11 RD- 2958 3000 Marginally 20. Slab 4335/R passed in Average Strength PCPL 0+050 MW-14/11 RD- 5076 4500 OK 21. Top 5395/R Culvert 0+441 MW-14/11 RD- 2949 3000 Marginally 22. Slab 5395/R passed in Average-Strength Culvert 1+554 MW-14/11 RD- 4351 3000 OK 23. Slab 5395/R PCPL 0+020 MW-15/11 RD- 4496 4500 OK 24. Bed 6616/R Culvert 0+430 MW-15/11 RD- 4496.12 3000 Observed 25. Slab 6616/R compressive strength is less than required advised to dismantle and reconstruct as per design & specifications and will be checked at FCR. Culvert 01+050 MW-15/11 RD- 4061 3000 OK 26. Slab 6616/R PCPL 0+030 MW-3/1 RD- 5221 4500 OK 27. Bed 1539/R PCPL 0+342 MW-24/6 RD- 5076 4500 OK 28. Bed 24105/L Culvert 0+486 MW-24/6 RD- 2755 3000 Less than 29. Slab 24105/L required PIU advised to dismantle the slab and redo as

March 2019 44 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 Part of Site As per Location S. No Structure MW# & RD Reading Standard Remarks R.D Tested (psi) (psi) per specifications and will be checked at FCR. PCPL 0+335 MW-5/5 RD- 5076 4500 OK 30. Top 3789/L PCPL 0+015 MW-5/1 RD- 4931 4500 OK 31. Bed 3645/R PCPL 0+015 MW-11/7 RD- 4786.25 4500 OK 32. Top 2979/R PCPL 0+060 MW-30/6 RD- 5221 4500 OK 33. Top 30273/L

7.4 Random Laboratory Testing of Earthworks Compaction and Concrete Quality

The Design and Supervision Consultants (DSC) was advised to share with the team details of all quality control tests performed during the implementation phase by the respective contractors of the ongoing watercourses construction packages which is awaited.

Field density tests conducted during current field visit are attached as Appendix-H.

March 2019 45 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 8 Environmental Compliance

Environment compliance visits were carried out first on substantially complete seven (07) watercourses at distributary 11 under Package V to monitor and verify the work done. Then 38 watercourse sites of different packages having varying work progress status were visited to check Environmental Compliance as suggested in Environmental Mitigation and Monitoring Plan (EMMP) and Environmental Document Form (EDF) of the project. Requirements of EDF/EMMP were discussed in detail with PD PIU, M/s NESPAK (DSC) and construction contractors’ representatives at the construction sites, and during wrap up meeting at PIU office.

8.1 Environmental Compliance Status

During first part of the visit, following seven (07) watercourses were visited for verification from period 01-05 Dec, 2018.

MW 1/11 (Package V)

MW 2/11 (Package V)

MW 3/11 (Package V)

MW 12/11 (Package V)

MW 13/11 (Package V)

MW 14/11 (Package V)

MW 15/11 (Package V)

These watercourses sites were visited to verify and monitor the status of environmental compliance as per EMMP/EDF. Following were noted during site visits:

Borrow areas at the visited watercourses were found restored and wheat crops have already been grown on these areas.

Borrow area on MW 3/11 on its left is made as water pond for storage of water with the consent of owner at RD 0+660. DSC staff was advised to produce the agreement of this particular borrow area by clearly mentioning the consent of land owner that he wants his borrowed land in the shape of a water pond.

Aggregates were left behind after the construction of culvert at some of the watercourses. Some of the aggregates were also thrown in the nearby agriculture fields.

Protruded steel bars observed at a culvert on MW 12/11 RD 1+147. Contractor was advised to cut the exposed steel bars for safety purposes.

Existing drain observed which was used as borrow area at tail end of MW 12/11. A lot of livestock (goat and sheep) were observed here. Agreement with owner/ community needs to be signed for this borrow area as well and shared with AE contractors.

Borrow area on right side near the MW 13/11 found partially restored. The field was recently ploughed by the farmer and center remained un-ploughed due to its level

March 2019 46 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 which is down from rest of the field as a result of borrowing soil material. It remains damp/wet for longer time. Construction contractor was advised to restore the borrow area at same level.

Damaged PSPS segments (debris) were thrown in shrubs on MW 14/11 on its right at RD 0+115. Construction contractor was advised to collect the damaged segments and take it to any designated disposal area.

A Trench on left of MW 14/11 created at RD 0+320, many damaged segments (debris) were disposed in the trench. Both DSC and construction contractors were advised to sign agreement or obtain an NOC from the land owner for debris disposal and share with A-E contractor for record.

During later part of the visit, a total of thirty eight (38) watercourses under three packages (Package III, X and XII) were visited for verification and environmental monitoring from period 06-20 Dec, 2018. The following were observed during site visits:

Damaged PSPS segments (Debris) were observed at most of the watercourses, construction contractor and DSC is advised to clear the sites, collect the debris and dispose-off in designated disposal points.

Borrow areas on few of the watercourses have been restored by construction contractors, however no record of borrow areas is shared with A-E Contractors.

Borrow areas at most of the watercourses sites among the visited were noted un- restored. No borrow area record shared with A-E Contractors again.

An existing drain is being used for borrowing soil material on watercourse MW 13/5 at RD 0+500 on right side. A large trench is created in the drain. Construction contractor and DSC is advised to level the trench with bed level of drain or make a proper water storage pond as per consent of community.

A large tree is at the right edge of watercourse MW 12/5 at RD 0+150.Construction contractor and DSC is advised to safeguard the tree during lining of segments.

Sand and aggregates have been dumped in a green agriculture field at RD 0+590 on right side of watercourse MW 23/6. Contractor is advised to select barren surfaces for dumping of construction material and avoid agriculture fields.

Labour observed without PPE’s at watercourse MW 11/7 during site visit.

General observations pertaining to both 7 and 38 watercourses are as under:

Soil material has been excavated for preparation of watercourses pads, some of the areas are identified as borrow sites at few watercourses by DSC. Many areas were reported by the community from where soil material was picked and used for watercourses pads preparation. Plenty of un-restored areas observed at the visited watercourses. Construction contractors and DSC staff is advised to restore all the borrow sites and provide complete record of environmental documents of each watercourse as per EMMP.

March 2019 47 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 Social compliant register was found on site, however no complaint logged by community so far, Taaleem Foundation must educate and mobilize the community, so that they can log project related concerns if any, in the compliant register.

No EMMP training record shared with A-E Contractors for the visited watercourses.

Local un-skilled employment register also observed on site, though watercourse wise record is not shared with A-E Contractors.

No fuel consumption record shared with A-E Contractor for each watercourse/package.

No first aid facility observed, however no event reported by DSC.

Vehicular emission tests record is not shared with A-E Contractors for the machinery being used on each watercourse/package, similarly noise levels record at the watercourses is also not shared.

No borrow area management plan is shared with A-E Contractors for the visited watercourses.

No waste/debris disposal plan is shared with A-E Contractors. According to EMMP, an NOC from TMA or local land owner is required where debris resulted at each watercourse are to be disposed

The template for environmental compliance monitoring report was shared by DSC with A-E Contractors for review. The same was discussed with DSC with slight editing. The supervision consultant, team leader was requested to ensure supervision, training/guidance of field staff and generate biweekly/monthly reports, reflecting the compliances and noncompliance. Supervision/monitoring reports must be shared with PD on a monthly basis

March 2019 48 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 Table 17: Environmental Compliance Field Visit Report Field Observation With Respect to Accomplishment of the Potential Compliance S.No Activity Mitigation Measures Mitigation Measures Responsibility / Package Target Date Impacts status Required in the EDF EMMP and recommendation DESIGN AND PLANNING PHASE Formulation  Improp  Ensure  Engineering All packages N/A N/A of the water er formulation proper formulation chakbandi was distribution of water of water distribution completed by WAPDA mechanism distribution mechanism in for all outlets. Revenue (Warabandi) mechanism will consultation with chakbandi of 286 outlets and result into farmers especially of 393 (73%) has been assisting serious social the area of land completed by Irrigation WUAs and conflicts due to covered by a water Department. Cadastral FOs to water rights course. The maps of outlet implement issues. distribution command area have and enforce mechanism will be been prepared for 274 equitable developed in outlets (70%). List of water collaboration with landowners of outlets distribution WUAs, FOs and has been prepared on system KPK Department of 224 outlets (57%). List of Irrigation and landowners are Power. reportedly outdated because legal heirs of the deceased landowners have neither distributed nor transferred land in their names. There are some discrepancies in

March 2019 49 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 engineering and revenue chakbandis which is causing confusion among farmers. Watercourses are being designed according to the engineering chakbandi that is based on topographic survey. Watercourse designed on engineering chakbandi will command the area for which it is designed. 2 Feasibility  Design Feasibility should  In design of PIU N/A N/A and and Project consider the watercourses, average formulation Sustainability following: 2~3 bridges has been of Master Issues  During the proposed on each water Plan for field survey and course having an developmen public consultations average length of 2~3 t of the population in Kms. command the area requires  The command area, canal crossing bridges at a area was originally irrigated distance of 2 km, planned to be irrigated agriculture however the initial with the help of 393 with design (PC-1) outlets while 8 new irrigation recommend the outlets have been added facility for distance of 3-4 km. and the total number of the use of According to the outlets are 401 as of perennial current maps and August, 2016. water, the information Earthen given in PC-1 the

March 2019 50 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 (Katcha) distance of bridges rural link provided are roads, land sufficient and they forming and cover all the roads & other related track crossings. works Apart from this the increase in number of bridges will impact the cost of the project.  About 323 numbers of moghas shall be placed in the distribution system according to PC-1. Rough design calculations were made upon the available data which shows numbers of moghas are ok. However, it is tried to combine the fall structures and regulators to avoid extra structures. However where unavoidable they are being kept separate. Spacing of watercourses has generally been kept as 1,000m and not

March 2019 51 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 exceeding 1,500m. However at places when unavoidable, the criteria have slightly been modified. The discharge in watercourses has been kept within the maximum limit of 0.11 m3/sec. The lengths of watercourses are generally kept within 3.5 km, however at places they are extended to maximum length of 5 km considering the topographic constraints. Only one watercourse (MW-34/6) is 6.33 km long as its’ command area is away from the watercourse outlet. PROCUREMENT, CONSTRUCTION AND IMPLEMENTATION PHASE 1 Constructio  Change  Site for  Construction Construction contractor December,201 Implemente n contractor s in land use camp site shall be Contractor has Hizbullah Khan Gandapur 8 d mobilization pattern selected keeping in established site camp in and view the cultural a rented house. establishme norms of the area to

March 2019 52 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 nt of  Influx avoid undue  Most of the campsite of external interference of the workers are daily and work force contractor’s staff commuters. Wood machinery/  Social with the local burning observed for equipment conflicts residents. cooking purposes. Yard  Local Construction contractor residents will be was advised to provide given priority in the gas cylinders for heating employment purposes and avoid opportunities collection /burning of generated during natural woods. No first construction and aid box observed at operations phase camp, construction  The land contractor was further will be rented for advised to provide the camp site and camp agreement on equipment yard. No stamp paper. The camp resettlement is is inside populated area, envisaged for this hence construction purpose. contractor is advised for good housekeeping and they should not interfere with social norms of the area.

2 Transportati  Soil  Vehicular  During field All packages construction N/A N/A on of erosion and traffic on unpaved visit, vehicle/equipment contractors Hizbullah & Sons construction contamination roads will be were observed ,Pir Azmat Shah & Sons and material avoided as far as following the proper Hizbullah Khan Gandapur possible. routes N/A N/A All packages construction  Vehicles  No maintenance contractors Hizbullah & Sons and equipment will of equipment observed

March 2019 53 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 not be repaired in at any construction site. ,Pir Azmat Shah & Sons and the field. If It was informed by Hizbullah Khan Gandapur unavoidable, construction contractors impervious that vehicle/equipment sheathing will be are sent to nearby city used to avoid soil for maintenance job. and water contamination.  Air  Vehicular  Watercourse All packages construction N/A N/A pollution traffic on unpaved construction site is contractors roads will be accessed via canal Hizbullah & Sons ,Pir Azmat avoided as far as monitoring roads. No Shah & Sons and Hizbullah possible. Operation vehicle parking is Khan Gandapur of vehicles and practiced along water machinery close to channels to avoid the water channels, blockage for local water reservoir will commuters. All packages construction Continued Open be minimized.  Vehicle/equipm contractors process  Vehicles ent were observed in Hizbullah & Sons ,Pir Azmat will be kept in good satisfactory conditions Shah & Sons and Hizbullah working condition but no inspection of Khan Gandapur and properly tuned, equipment/machinery in order to minimize was carried out by the exhaust construction contractors emissions and supervisory consultant. Advised to ensure inspection of vehicles and maintained the records as well.  Noise  Vehicles  No abnormal All visited packages N/A N/A pollution will have exhaust sound observed form mufflers (silencers) vehicle/equipment under use of

March 2019 54 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 to minimize noise construction All visited packages N/A N/A generation contractors.

 Construction  Night time contractors and traffic will be supervisory consultant avoided near the representatives communities. Local informed that no night population will be activity is being carried taken in confidence out at sites. if such work is unavoidable.  Health  Road  Safety signs Pir Azmat Shah & Sons and December, Open and Safety signage will be fixed issue was raised during Hizbullah Khan Gandapur 2018 issues at appropriate previous visit but no locations to reduce action has been taken by safety hazard construction contractors All packages construction associated with up till now. They are contractors Hizbullah & Sons project-related advised to post safety ,Pir Azmat Shah & Sons and Open vehicular traffic. signs at construction Hizbullah Gandapur December, sites for awareness of 2018 workers and dwellers.  No training has  Project been conducted by drivers will be construction contractors trained on defensive for drivers. Advised to driving. conduct training for drivers on defensive driving. It was also observed that a vehicle

incident occurred while

transportation of PCPS

for M/s Hizbullah & son

March 2019 55 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 to Package 5 during All visited packages previous visit but report construction contractors of the incident was not Hizbullah & Sons ,Pir Azmat prepared. They are Shah & Sons and Hizbullah N/A N/A advised to prepare and Gandapur share the report.

 During field

visit, no issue observed  Vehicle with respect to over speeds near / within speeding. the communities will be kept low, to avoid safety hazard and dust emissions.  Damag  All  During field All visited packages N/A N/A e to damaged visit, no damage to construction contractors infrastructure infrastructure will infrastructure observed Hizbullah & Sons ,Pir Azmat be restored to at visited sites. Shah & Sons and Hizbullah original or better Khan Gandapur condition. 3 Constructio  Soil  Material  Plans for Construction contractors December, 18 Open n of erosion and borrowing and borrowing filling Hizbullah & Sons, Hizbullah watercourse contamination disposal plan material is not yet Khan Gandapur and Pir s, Pacca should be prepared. prepared by Azmat Shah & Sons Nuccas and construction contractor. culverts They are advised to prepare borrow area All Packages construction Continued management plans and contractors Hizbullah & Sons process Open  Cultivation ensure its Pir Azmat Shah & Sons and fields should be implementation at site. Hizbullah Khan Gandapur avoided for  Borrow areas borrowing material used for filling of watercourses are

March 2019 56 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 to the extent unidentified. possible. Agreement of borrowing fill material  Written was also not available consent of the land with any construction owner should be contractor. They are obtained for advised to select borrow material (soil) area with consent of borrowing land owner and  Photographi approval of supervision c record (before, consultant during, after) environmentalist. should be kept for Photographic record the borrow and (pre, during & post) and disposal areas. deed agreement with  Levelling of CNIC should be borrow sites. available with construction contractor to avoid any conflict in future. Moreover, area should be rehabilitated i.e. levelling of borrow sites. Most suitable area for borrow site is the land which is included in CCA but topographically it’s above the FSL of watercourse.  Loss of  Compensato  It was informed All visited Packages December,201 N/A natural ry tree plantation by supervision construction contractors 8 vegetation (five times the trees consultant Hizbullah & Sons ,Pir Azmat cut down for representative that no

March 2019 57 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 construction) should cutting of tree has been Shah & Sons and Hizbullah be carried out at carried out at any Khan Gandapur appropriate construction site. They locations within the were advised to make project area the record of trees cutting if any trees cutting to be carried out for construction activities.  Site  Wind  Material (PSPS) All visited packages December,201 Implemente overburden direction shall be has been stock pilled at construction contractors Pir 8 d considered while many places, they are Azmat Shah & Sons and selecting sites for advised to select barren Hizbullah Khan Gandapur stock piles. surfaces for stock piles. December, Open  Debris 2018  Stockpiles particularly the All visited packages, of overburden shall damaged segments construction contractors be kept covered (PSPS) were observed at Hizbullah & Sons Pir Azmat where possible. construction sites of Shah & Sons and Hizbullah Proper disposal of visited packages. Khan Gandapur waste material. Record of waste Demarcate the generated at site was waste site and not maintained by provide details of construction land use. Finally contractors. They are take approval from advised to maintain the supervision record and ensure consultant on the disposal of waste as per form attached in recommendation of NA Annexure-V. EMMP.

March 2019 58 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10  An impervious liner N/A shall be laid to waste sites before All visited packages the dumping of construction contractors solid waste. The Hizbullah & Sons ,Pir Azmat

impervious liner Shah & Sons and Hizbullah Continued

shall be approved Khan Gandapur process

by the supervision consultant. After the All packages construction Open dumping of solid contractors Hizbullah & Sons December,201 waste the ,Pir Azmat Shah & Sons and 8 depression should Hizbullah Khan Gandapur be covered by scarified material. The approval for impervious liner will be granted by supervision  Dismantling of consultant on a form asphalt/road has not attached in been carried out at Annexure-V. visited packages  Dismantled construction sites. asphalt pavement shall be dumped to  Borrow areas the waste site. were found un-restored  As far as and the construction possible wasteland contractor has not or natural areas identified the borrow with a high areas. Supervisory elevation will be consultant demarcated for representatives were

March 2019 59 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 borrowing earth requested to guide the material. construction contractors  Where the in implementation of use of agriculture mitigation measures land is unavoidable, suggested for use and the top 300 mm of rehabilitation of borrow the plough layer area sites. Moreover, will be stripped and Supervisory consultant stockpiled for and construction redressing the land contractors after the required representatives were borrow material has advise to develop been removed. borrow area  Where deep management plan in ditching is to be accordance to EMMP carried out, the top and ensure its 1 m layer of ditching implementation at site. area will be stripped and stockpiled. The ditch will initially filled with scrap material from construction and then levelled with the stockpiled topsoil.  Ditches or borrow pits that cannot be fully rehabilitated will be landscaped to minimize the erosion and to avoid

March 2019 60 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 creating hazards for people and livestock.  Land owners will be compensated according to the terms of lease agreement negotiated with the land owners, and restoration action agreed upon by the contractor will be duly carried out. The approval forms are attached as Annexure-V.  Damag  All  No damage to All visited packages N/A N/A e to damaged infrastructure observed construction contractors infrastructure infrastructure shall at time of visit. Hizbullah & Sons, Pir Azmat be restored to Shah & Sons and Hizbullah original or better Khan Gandapur. condition.  Sites of  WAPDA  Training session PIU/ M/s NESPAK (DSC)/ All Continued Continued Historical, shall ensure that the was carried out during packages construction process Process Cultural, contractor staff is earlier visit for contractors, Hizbullah & Sons, Archaeological educated about the construction Pir Azmat Shah & Sons and or Religious location and contractors’ senior Hizbullah Khan Gandapur. Significance importance of the management. cultural sites that Mitigation measures exist in the Project suggested in EMMP area. The contractor were discussed.

March 2019 61 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 shall ensure that Moreover, PIU and the these sites are not design & supervision affected by the consultants were construction related advised to ensure activities including implementation of movement of the mitigation measure project vehicles and suggested in EMMP. No obtaining borrow any historical, cultural material for or archaeological site construction. These observed at construction aspects shall be site of visited packages. included in the trainings to be conducted for the contractor’s staff.  In case of chance find of any sites or artefacts of historical, cultural, archaeological or religious significance, contractor shall ensure that the work is stopped at that site, the provincial and federal archaeological departments are notified immediately, and their advice is sought before

March 2019 62 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 resumption of the construction activities at such sites.  Graveyards shall not be disturbed during the construction activities including movement of the project vehicles and obtaining borrow material for construction.  Noise  Equipment  No issues All visited packages December,201 N/A pollution with high levels related to noise construction contractors 8 shall be fitted with observed at site. Hizbullah & Sons,Pir Azmat noise reduction Shah & Sons and Hizbullah devices Khan Gandapur. December, Open  Regular  No procedure All Packages contractors 2018 inspection, has been developed by Hizbullah & Sons, Pir Azmat maintenance and construction contractors Shah & Sons and Hizbullah lubrication of the for inspection of Khan Gandapur. construction vehicle vehicles. They are and equipment shall advised to carry out Open be performed. inspection of vehicles All packages December, 18 and equipment to constructioncontractors ensure maintenance in Hizbullah & Sons ,Pir Azmat case of abnormalities Shah & Sons and Hizbullah and to avoid damage to Khan Gandapur. environment. All visited December,201 packagesconstruction 8 N/A

March 2019 63 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10  Use of PPEs  Culture of PPE’s contractors Hizbullah & Sons such as ear plugs need to be improved at ,Pir Azmat Shah & Sons and and ear muffs by the sites. construction Hizbullah Khan Gandapur workers shall be contractors are advised ensured. to provide and ensure compliance of PPE’s at  Avoid night sites. time activity.  Supervisory consultant representative informed that no night activity is being carried out at site due to disturbed security situation.  Air  Proper  Emission testing All packages Hizbullah & December, Open pollution engine tuning of of Sons,Pir Azmat Shah & Sons 2018 machinery/ equipment/machinery is and Hizbullah Khan equipment to meet still pending. Gandapur. National Construction Contractor Environmental are again advised to Quality Standards carry out emission All packages Hizbullah & of Pakistan limits testing of equipment to Sons,Pir Azmat Shah & Sons and USEPA Tier 4 check the emissions and Hizbullah Khan Open standards 2014 shall levels and ensure Gandapur. December, be ensured. NEQS compliance with 2018 for ambient air mitigation measures quality is attached suggested in EMMP. as Annexure-III.  Dust emission was not observed at any  Water watercourse should be sprinkled Construction where needed and Contractors are advised appropriate,

March 2019 64 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 particularly at work to use dust mask to sites near the avoid inhalation of dust. communities.  Blocke  A bypass  No blockage All visited packages N/A N/A d of access due route should be observed at visited sites construction contractors to construction constructed at the due to construction Hizbullah & Sons, Pir Azmat works. project site to divert activities. Shah & Sons and Hizbullah the through traffic, Khan Gandapur. thus avoiding the public traffic passing through the site.  Blocke  Proper  In case of heavy All packages construction N/A N/A d of natural temporary diversion rains/flood, natural flow contractors Hizbullah & Sons, drainage arrangements shall of water will be kept Pir Azmat Shah & Sons and systems be made for storm clear to avoid flooding Hizbullah Khan Gandapur. water flows to avoid of nearby areas. flooding of nearby areas.  Health  Protective  Installation of All packages construction December,201 Open and Safety fencing to be fence around contractors Hizbullah & Sons, 8 issues installed around the construction site Pir Azmat Shah & Sons and construction site to (watercourses) is not Hizbullah Khan Gandapur. avoid any possible, however unauthorized entry construction contractors Contractor Pir Azmat Shah & were advised to post Sons December, Open safety sign for 2018 awareness of dwellers All packages construction  Personal and workers. contractors Hizbullah & Sons protective  Noncompliance ,Pir Azmat Shah & Sons and Open equipment should of PPE’s observed at Hizbullah Khan Gandapur December, be made available at site. Construction 2018 site and the usage of Contractors were

March 2019 65 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 the PPEs should be advised to provide and ensured. ensure use of PPE’s at site.  Health &  HSE plans has safety plan should not been prepared by be prepared by constructioncontractors. contractor and get it HSE plan shall be approved by developed and supervision approved by consultant. supervision consultant. Approved HSE plan should be implemented at site for safety of workers, dwellers and to protect environment.  Rural Kacha road and multipurpose pond is not yet started. Component-2: Productivity Enhancement of Crops, Horticulture and Livestock 1 Assessment  System  Ensure  After one PIU/DSC In progress Open of sustainability proper assessment livestock training in effectiveness of effectiveness of May -June 2017, no of all demonstration training activity has demonstrati activities been conducted. Project on activities objectives cannot be performed translated into practice for without robust training agricultural programme. It is purposes suggested that develop extensive training programme, prepare training schedule, prepare proper training modules, select trainers, monitor training for

March 2019 66 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 improvement, and measure training effectiveness. Field Observation With Respect to Accomplishment of the Potential Compliance S.No Activity Mitigation Measures Mitigation Measures Responsibility / Package Target Date Impacts status Required in the EDF EMMP and recommendation DESIGN AND PLANNING PHASE Formulation  Improp  Ensure  Engineering All packages N/A N/A of the water er proper formulation chakbandi was distribution formulationof of water distribution completed by WAPDA mechanism water mechanism in for all outlets. Revenue (Warabandi distribution consultation with chakbandi of 286 outlets ) and mechanism will farmers especially of 393 (73%) has been assisting result the area of land completed by Irrigation WUAs and intoserious covered by a water Department. Cadastral FOs to social conflicts course. The maps of outlet implement due to water distribution command area have and enforce rights issues. mechanism will be been prepared for 274 equitable developed in outlets (70%). List of water collaboration with landowners of outlets distribution WUAs, FOs and has been prepared on system KPK Department of 224 outlets (57%). List of Irrigation and landowners are Power. reportedly outdated because legal heirs of the deceased landowners have neither distributed nor transferred land in their

March 2019 67 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 names. There are some discrepancies in engineering and revenue chakbandis which is causing confusion among farmers. Watercourses are being designed according to the engineering chakbandi that is based on topographic survey. Watercourse designed on engineering chakbandi will command the area for which it is designed. 2 Feasibility  Design Feasibility should  In design of PIU N/A N/A and and Project consider the watercourses, average formulation Sustainability following: 2~3 bridges has been of Master Issues  During the proposed on each water Plan for field survey and course having an developmen public consultations average length of 2~3 t of the population in Kms. command the area requires  The command area, canal crossing bridges at a area was originally irrigated distance of 2 km, planned to be irrigated agriculture however the initial with the help of 393 with design (PC-1) outlets while 8 new irrigation recommend the outlets have been added facility for distance of 3-4 km. and the total number of the use of According to the outlets are 401 as of perennial current maps and August, 2016.

March 2019 68 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 water, the information Earthen given in PC-1 the (Katcha) distance of bridges rural link provided are roads, land sufficient and they forming and cover all the roads & other track crossings. related Apart from this the works increase in number of bridges will impact the cost of the project.  About 323 numbers of moghas shall be placed in the distribution system according to PC-1. Rough design calculations were made upon the available data which shows numbers of moghas are ok. However, it is tried to combine the fall structures and regulators to avoid extra structures. However where unavoidable they are being kept separate. Spacing of watercourses has

March 2019 69 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 generally been kept as 1,000m and not exceeding 1,500m. However at places when unavoidable, the criteria have slightly been modified. The discharge in watercourses has been kept within the maximum limit of 0.11 m3/sec. The lengths of watercourses are generally kept within 3.5 km, however at places they are extended to maximum length of 5 km considering the topographic constraints. Only one watercourse (MW-34/6) is 6.33 km long as its’ command area is away from the watercourse outlet. PROCUREMENT, CONSTRUCTION AND IMPLEMENTATION PHASE 1 Constructio  Change  Site for  Construction Construction contractor December,201 Implemente n contractor s in land use camp site shall be Contractor has Hizbullah Khan Gandapur 8 d mobilizatio pattern selected keeping in

March 2019 70 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 n and  Influx view the cultural established site camp in establishme of external norms of the area to a rented house. nt of work force avoid undue  Most of the campsite  Social interference of the workers are daily and conflicts contractor’s staff commuters. Wood machinery/ with the local burning observed for equipment residents. cooking purposes. Yard  Local Construction contractor residents will be was advised to provide given priority in the gas cylinders for heating employment purposes and avoid opportunities collection /burning of generated during natural woods. No first construction and aid box observed at operations phase camp, construction  The land contractor was further will be rented for advised to provide the camp site and camp agreement on equipment yard. No stamp paper. The camp resettlement is is inside populated area, envisaged for this hence construction purpose. contractor is advised for good housekeeping and they should not interfere with social norms of the area.

2 Transportati  Soil  Vehicular  During field All packages construction N/A N/A on of erosion and traffic on unpaved visit, vehicle/equipment contractors Hizbullah & Sons construction contamination roads will be were observed ,Pir Azmat Shah & Sons and material avoided as far as following the proper Hizbullah Khan Gandapur possible. routes N/A N/A

March 2019 71 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10  Vehicles  No maintenance All packages construction and equipment will of equipment observed contractors Hizbullah & Sons not be repaired in at any construction site. ,Pir Azmat Shah & Sons and the field. If It was informed by Hizbullah Khan Gandapur unavoidable, construction contractors impervious that vehicle/equipment sheathing will be are sent to nearby city used to avoid soil for maintenance job. and water contamination.  Air  Vehicular  Watercourse All packages construction N/A N/A pollution traffic on unpaved construction site is contractors roads will be accessed via canal Hizbullah & Sons ,Pir Azmat avoided as far as monitoring roads. No Shah & Sons and Hizbullah possible. Operation vehicle parking is Khan Gandapur of vehicles and practiced along water machinery close to channels to avoid the water channels, blockage for local water reservoir will commuters. All packages construction Continued Open be minimized.  Vehicle/equipm contractors process  Vehicles ent were observed in Hizbullah & Sons ,Pir Azmat will be kept in good satisfactory conditions Shah & Sons and Hizbullah working condition but no inspection of Khan Gandapur and properly tuned, equipment/machinery in order to minimize was carried out by the exhaust construction contractors emissions and supervisory consultant. Advised to ensure inspection of vehicles and maintained the records as well.  Noise  Vehicles  No abnormal All visited packages N/A N/A pollution will have exhaust sound observed form

March 2019 72 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 mufflers (silencers) vehicle/equipment to minimize noise under use of generation construction All visited packages N/A N/A contractors.

 Night time  Construction traffic will be contractors and avoided near the supervisory consultant communities. Local representatives population will be informed that no night taken in confidence activity is being carried if such work is out at sites. unavoidable.  Health  Road  Safety signs Pir Azmat Shah & Sons and December, Open and Safety signage will be fixed issue was raised during Hizbullah Khan Gandapur 2018 issues at appropriate previous visit but no locations to reduce action has been taken by safety hazard construction contractors All packages construction associated with up till now. They are contractors Hizbullah & Sons project-related advised to post safety ,Pir Azmat Shah & Sons and Open vehicular traffic. signs at construction Hizbullah Gandapur December, sites for awareness of 2018 workers and dwellers.  No training has  Project been conducted by drivers will be construction contractors trained on defensive for drivers. Advised to driving. conduct training for drivers on defensive driving. It was also observed that a vehicle

incident occurred while

transportation of PCPS

March 2019 73 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 for M/s Hizbullah & son to Package 5 during All visited packages previous visit but report construction contractors of the incident was not Hizbullah & Sons ,Pir Azmat prepared. They are Shah & Sons and Hizbullah N/A N/A advised to prepare and Gandapur

share the report.

 During field

visit, no issue observed  Vehicle with respect to over speeds near / within speeding. the communities will be kept low, to avoid safety hazard and dust emissions.  Damag  All  During field All visited packages N/A N/A e to damaged visit, no damage to construction contractors infrastructure infrastructure will infrastructure observed Hizbullah & Sons ,Pir Azmat be restored to at visited sites. Shah & Sons and Hizbullah original or better Khan Gandapur condition. 3 Constructio  Soil  Material  Plans for Construction contractors December, 18 Open n of erosion and borrowing and borrowing filling Hizbullah & Sons, Hizbullah watercourse contamination disposal plan material is not yet Khan Gandapur and Pir Azmat s, Pacca should be prepared. prepared by Shah & Sons Nuccas and construction contractor. culverts They are advised to prepare borrow area All Packages construction Continued management plans and contractors Hizbullah & Sons process Open  Cultivation ensure its Pir Azmat Shah & Sons and fields should be implementation at site. Hizbullah Khan Gandapur avoided for  Borrow areas borrowing material used for filling of

March 2019 74 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 to the extent watercourses are possible. unidentified. Agreement of  Written borrowing fill material consent of the land was also not available owner should be with any construction obtained for contractor. They are material (soil) advised to select borrow borrowing area with consent of  Photographi land owner and c record (before, approval of supervision during, after) consultant should be kept for environmentalist. the borrow and Photographic record disposal areas. (pre, during & post) and  Levelling of deed agreement with borrow sites. CNIC should be available with construction contractor to avoid any conflict in future. Moreover, area should be rehabilitated i.e. levelling of borrow sites. Most suitable area for borrow site is the land which is included in CCA but topographically it’s above the FSL of watercourse.  Loss of  Compensato  It was informed All visited Packages December,201 N/A natural ry tree plantation by supervision construction contractors 8 vegetation (five times the trees consultant Hizbullah & Sons ,Pir Azmat

March 2019 75 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 cut down for representative that no Shah & Sons and Hizbullah construction) should cutting of tree has been Khan Gandapur be carried out at carried out at any appropriate construction site. They locations within the were advised to make project area the record of trees cutting if any trees cutting to be carried out for construction activities.  Site  Wind  Material (PSPS) All visited packages December,201 Implemente overburden direction shall be has been stock pilled at construction contractors Pir 8 d considered while many places, they are Azmat Shah & Sons and selecting sites for advised to select barren Hizbullah Khan Gandapur stock piles. surfaces for stock piles. December, Open  Debris 2018  Stockpiles particularly the All visited packages, of overburden shall damaged segments construction contractors be kept covered (PSPS) were observed at Hizbullah & Sons Pir Azmat where possible. construction sites of Shah & Sons and Hizbullah Proper disposal of visited packages. Khan Gandapur waste material. Record of waste Demarcate the generated at site was waste site and not maintained by provide details of construction land use. Finally contractors. They are take approval from advised to maintain the supervision record and ensure consultant on the disposal of waste as per form attached in recommendation of NA Annexure-V. EMMP.

March 2019 76 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10  An impervious liner shall be laid to N/A waste sites before the dumping of All visited packages solid waste. The construction contractors

impervious liner Hizbullah & Sons ,Pir Azmat

shall be approved Shah & Sons and Hizbullah Continued

by the supervision Khan Gandapur process consultant. After the dumping of solid All packages Open waste the constructioncontractorsHizbull December,201 depression should ah & Sons ,Pir Azmat Shah & 8 be covered by Sons and Hizbullah Khan scarified material. Gandapur The approval for impervious liner will be granted by supervision consultant on a form  Dismantling of attached in asphalt/road has not Annexure-V. been carried out at  Dismantled visited packages asphalt pavement construction sites. shall be dumped to

the waste site.  Borrow areas  As far as were found un-restored possible wasteland and the construction or natural areas contractor has not with a high identified the borrow elevation will be areas. Supervisory demarcated for consultant

March 2019 77 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 borrowing earth representatives were material. requested to guide the  Where the construction contractors use of agriculture in implementation of land is unavoidable, mitigation measures the top 300 mm of suggested for use and the plough layer rehabilitation of borrow will be stripped and area sites. Moreover, stockpiled for Supervisory consultant redressing the land and construction after the required contractors borrow material has representatives were been removed. advise to develop  Where deep borrow area ditching is to be management plan in carried out, the top accordance to EMMP 1 m layer of ditching and ensure its area will be stripped implementation at site. and stockpiled. The ditch will initially filled with scrap material from construction and then levelled with the stockpiled topsoil.  Ditches or borrow pits that cannot be fully rehabilitated will be landscaped to minimize the erosion and to avoid

March 2019 78 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 creating hazards for people and livestock.  Land owners will be compensated according to the terms of lease agreement negotiated with the land owners, and restoration action agreed upon by the contractor will be duly carried out. The approval forms are attached as Annexure-V.  Damag  All  No damage to All visited packages N/A N/A e to damaged infrastructure observed construction contractors infrastructure infrastructure shall at time of visit. Hizbullah & Sons Pir Azmat be restored to Shah & Sons and Hizbullah original or better Khan Gandapur. condition.  Sites of  WAPDA  Training session PIU/ M/s NESPAK (DSC)/ All Continued Continued Historical, shall ensure that the was carried out during packages construction process Process Cultural, contractor staff is earlier visit for contractors, Hizbullah & Sons Archeological educated about the construction ,Pir Azmat Shah & Sons and or Religious location and contractors’ senior Hizbullah Khan Gandapur. Significance importance of the management. cultural sites that Mitigation measures exist in the Project suggested in EMMP area. The contractor were discussed.

March 2019 79 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 shall ensure that Moreover, PIU and the these sites are not design & supervision affected by the consultants were construction related advised to ensure activities including implementation of movement of the mitigation measure project vehicles and suggested in EMMP. No obtaining borrow any historical, cultural material for or archaeological site construction. These observed at construction aspects shall be site of visited packages. included in the trainings to be conducted for the contractor’s staff.  In case of chance find of any sites or artefacts of historical, cultural, archaeological or religious significance, contractor shall ensure that the work is stopped at that site, the provincial and federal archaeological departments are notified immediately, and their advice is sought before

March 2019 80 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 resumption of the construction activities at such sites.  Graveyards shall not be disturbed during the construction activities including movement of the project vehicles and obtaining borrow material for construction.  Noise  Equipment  No issues All visited packages December,201 N/A pollution with high levels related to noise construction contractors 8 shall be fitted with observed at site. Hizbullah & Sons,Pir Azmat noise reduction Shah & Sons and Hizbullah devices Khan Gandapur. December, Open  Regular  No procedure All Packages contractors 2018 inspection, has been developed by Hizbullah & Sons, Pir Azmat maintenance and construction contractors Shah & Sons and Hizbullah lubrication of the for inspection of Khan Gandapur. construction vehicle vehicles. They are and equipment shall advised to carry out Open be performed. inspection of vehicles All packages December, 18 and equipment to constructioncontractors ensure maintenance in Hizbullah & Sons ,Pir Azmat case of abnormalities Shah & Sons and Hizbullah and to avoid damage to Khan Gandapur. environment. All visited December,201 packagesconstruction 8 N/A

March 2019 81 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10  Use of PPEs  Culture of PPE’s contractorsHizbullah & Sons such as ear plugs need to be improved at ,Pir Azmat Shah & Sons and and ear muffs by the sites. construction Hizbullah Khan Gandapur workers shall be ontractors are advised ensured. to provide and ensure compliance of PPE’s at  Avoid night sites. time activity.  Supervisory consultant representative informed that no night activity is being carried out at site due to disturbed security situation.  Air  Proper  Emission testing All packages Hizbullah & December, Open pollution engine tuning of of Sons,Pir Azmat Shah & Sons 2018 machinery/ equipment/machinery is and Hizbullah Khan equipment to meet still pending. Gandapur. National Construction Contractor Environmental are again advised to Quality Standards carry out emission All packages Hizbullah & of Pakistan limits testing of equipment to Sons,Pir Azmat Shah & Sons and USEPA Tier 4 check the emissions and Hizbullah Khan Open standards 2014 shall levels and ensure Gandapur. December, be ensured. NEQS compliance with 2018 for ambient air mitigation measures quality is attached suggested in EMMP. as Annexure-III.  Dust emission was not observed at any  Water watercourse should be sprinkled Construction where needed and Contractors are advised appropriate,

March 2019 82 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 particularly at work to use dust mask to sites near the avoid inhalation of dust. communities.  Blocke  A bypass  No blockage All visited packages N/A N/A d of access due route should be observed at visited sites construction contractors to construction constructed at the due to construction Hizbullah & Sons, Pir Azmat works. project site to divert activities. Shah & Sons and Hizbullah the through traffic, Khan Gandapur. thus avoiding the public traffic passing through the site.  Blocke  Proper  In case of heavy All packages construction N/A N/A d of natural temporary diversion rains/flood, natural flow contractors Hizbullah & Sons, drainage arrangements shall of water will be kept Pir Azmat Shah & Sons and systems be made for storm clear to avoid flooding Hizbullah Khan Gandapur. water flows to avoid of nearby areas. flooding of nearby areas.  Health  Protective  Installation of All packages construction December,201 Open and Safety fencing to be fence around contractors Hizbullah & Sons, 8 issues installed around the construction site Pir Azmat Shah & Sons and construction site to (watercourses) is not Hizbullah Khan Gandapur. avoid any possible, however unauthorized entry construction contractors Contractor Pir Azmat Shah & were advised to post Sons December, Open safety sign for 2018 awareness of dwellers All packages construction  Personal and workers. contractors Hizbullah & Sons protective  Noncompliance ,Pir Azmat Shah & Sons and Open equipment should of PPE’s observed at Hizbullah Khan Gandapur December, be made available at site. Construction 2018 site and the usage of Contractors were

March 2019 83 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 the PPEs should be advised to provide and ensured. ensure use of PPE’s at site.  Health &  HSE plans has safety plan should not been prepared by be prepared by construction contractor and get it contractors. HSE plan approved by shall be developed and supervision approved by consultant. supervision consultant. Approved HSE plan should be implemented at site for safety of workers, dwellers and to protect environment.  Rural Kacha road and multipurpose pond is not yet started. Component-2: Productivity Enhancement of Crops, Horticulture and Livestock 1 Assessment  System  Ensure  After one PIU/DSC In progress Open of sustainability proper assessment livestock training in effectivenes of effectiveness of May -June 2017, no s of all demonstration training activity has demonstrati activities been conducted. Project on activities objectives cannot be performed translated into practice for without robust training agricultural programme. It is purposes suggested that develop extensive training programme, prepare training schedule, prepare proper training modules, select trainers, monitor training for

March 2019 84 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 improvement, and measure training effectiveness.

March 2019 85 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10

Appendix A (i) Reimbursement Request from PIU (ii) Date-wise Activities Performed during Site Visit

March 2019 HPK

A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10

Appendix A (ii) Date-wise Activities Performed during Site Visit

March 2019 HPK Date-wise activities performed during extended site visit from November 25, 2018 to December 20, 2018

Date-wise activities carried out are detailed below:

November 25, 2018:

Travel from Islamabad/Peshawar to D I Khan.

November 26, 2018:

Meetings with PIU about progress of GZD-CADP activities, management, staffing, mobility and field activities. Meeting with SMC on progress and issues as social mobilization, staffing and performance. Process review of water user association formation with SMC regarding 75 WUAs included in their Invoice-2. Review of updated database of WUAs in PIU record and communication to DSC. Desk review of complete documentation of 25 WUAs.

November 27, 2018:

Meeting with PIU for data collection on expansion of canal irrigated area in successive years with changes in the cropping pattern, crop yields and marketing improvements in the livestock field and productivity in the command area. Desk review of complete documentation of 25 WUAs.

November 28, 2018:

Meeting with SMC for data collection on expansion of canal irrigated area to date with changes in the cropping pattern and area under different crops. Desk review of complete documentation of 25 WUAs.

November 29, 2018:

On site verification along with Taaleem Foundation (SMC) and Water User Association (WUAs) on RD 149/Shaikh sultan Minor, RD 34748 TR of Distributary D1R1 of Tehsil Tank, RD 87141/R of Distributary 06 and RD 13228/R of Distributary # 12 of Tehsil Kulachi.

November 30, 2018: On site verification along with Taaleem Foundation (SMC) and Water User Association (WUAs) on RD 18212/R Distributary #01 village Fateh Chadrad, RD 23732/R Manji khel Minor and RD 18511/R Ranwal Minor in Tank Tehsil.

December 01, 2018:

On site verification along with along with Taaleem Foundation (SMC) and Water User Association (WUAs) on RD 17474/TF Khanwand Distributary village Mughyani, RD

Page 1 of 5 26383/L Shaikh Sultan Minor and RD 17142/L Distributary 03 of Garah Shada Tehsil Tank.

Meeting with DSC & PIU regarding data collection for seven watercourses where substantial FCR with punch list has been shared.

Site visit was conducted on one watercourses implemented on Distributary 11 under Package V from the list of seven completed watercourses.

Watercourse No. 1 on distributary canal no. 11 (MW 1/11) at RD-174/L

December 02, 2018:

Preparation of Initial site visit report.

December 03, 2018:

Site visit was conducted on two watercourses implemented on Distributary 11 of Package V, along with Taaleem Foundation (SMC) and Water User Association (WUA) from the list of seven completed watercourses.

 Watercourse No. 2 on distributary canal no. 11 (MW 2/11) at RD-2144/L

 Watercourse No. 3 on distributary canal no. 11 (MW 3/11) at RD 3171/L

December 04, 2018:

Site visit was conducted on two watercourses implemented on Distributary 11 of Package V, along with Taaleem Foundation (SMC) and Water User Association (WUA) from the list of seven completed watercourses.

 Watercourse No. 12 on distributary canal no. 11 (MW 12/11) at RD 3244/R

 Watercourse No. 13 on distributary canal no. 11 (MW 13/11) at RD 4335/R

December 05, 2018:

Site visit was conducted on two watercourses implemented on Distributary 11 of Package V, along with Taaleem Foundation (SMC) and Water User Association (WUA) from the list of seven completed watercourses.

 Watercourse No. 14 on distributary canal no. 11 (MW 14/11) at RD 5395/R

 Watercourse No. 15 on distributary canal no. 11 (MW 15/11) at RD 6616/R

December 06, 2018:

Site visit was conducted on four watercourses implemented on Distributary 01 of Package X, along with Taaleem Foundation (SMC) and Water User Association (WUA) from the list of 38 watercourses to liquidate USAID Advance payment.

 Watercourse No. 01 on distributary canal no. 01 (MW 01/01) at RD-040/R

Page 2 of 5  Watercourse No. 02 on distributary canal no. 01 (MW 02/01) at RD-904/R

 Watercourse No. 03 on distributary canal no. 01 (MW 03/01) at RD-1539/R

 Watercourse No. 04 on distributary canal no. 01 (MW 04/01) at RD-2635/R

December 07, 2018:

Site visit was conducted on five watercourses implemented on Distributary 06 of Package III, along with Taaleem Foundation (SMC) and Water User Association (WUA) from the list of 38 watercourses to liquidate USAID Advance payment.

 Watercourse No. 23 on distributary canal no. 06 (MW 23/06) at RD-23097/L

 Watercourse No. 24 on distributary canal no. 06 (MW 24/06) at RD-24105/L

 Watercourse No. 25 on distributary canal no. 06 (MW 25/06) at RD-25113/L

 Watercourse No. 26 on distributary canal no. 06 (MW 26/06) at RD-26121/L

 Watercourse No. 28 on distributary canal no. 06 (MW 28/06) at RD-28124/L

December 08, 2018:

Data compilation of visited watercourses.

December 09, 2018:

Data compilation of visited watercourses.

December 10, 2018:

Site visit was conducted on five watercourses implemented on Distributary 05 of Package XII, along with Taaleem Foundation (SMC) and Water User Association (WUAs) from the list of 38 watercourses to liquidate USAID Advance payment.

 Watercourse No. 02 on distributary canal no. 05 (MW 02/05) at RD-1890/L

 Watercourse No. 03 on distributary canal no. 05 (MW 03/05) at RD-2724/L

 Watercourse No. 04 on distributary canal no. 05 (MW 04/05) at RD-2824/L

 Watercourse No. 05 on distributary canal no. 05 (MW 05/05) at RD-3789/L

 Watercourse No. 06 on distributary canal no. 05 (MW 06/05) at RD-4815/L

December 11, 2018:

Site visit was conducted on five watercourses implemented on Distributary 01 of Package X, along with Taaleem Foundation (SMC) and Water User Association (WUA) from the list of 38 watercourses to liquidate USAID Advance payment.

 Watercourse No. 05 on distributary canal no. 01 (MW 05/01) at RD-3645/R

Page 3 of 5  Watercourse No. 06 on distributary canal no. 01 (MW 06/01) at RD-4675/R

 Watercourse No. 07 on distributary canal no. 01 (MW 07/01) at RD-5551/R

 Watercourse No. 08 on distributary canal no. 01 (MW 08/01) at RD-6556/R

 Watercourse No. 09 on distributary canal no. 01 (MW 09/01) at RD-7409/R

December 12, 2018:

Site visit was conducted on four watercourses implemented on Distributary 06 & 07 of Package III, along with Taaleem Foundation (SMC) and Water User Association (WUA) from the list of 38 watercourses to liquidate USAID Advance payment.

 Watercourse No. 29 on distributary canal no. 06 (MW 29/06) at RD-29500/L

 Watercourse No. 30 on distributary canal no. 06 (MW 30/06) at RD-30273/L

 Watercourse No. 32 on distributary canal no. 06 (MW 32/06) at RD-31967/L

 Watercourse No. 11 on distributary canal no. 07 (MW 11/07) at RD-2979/R

December 13, 2018:

Site visit was conducted on four watercourses implemented on Distributary 05 of Package XII, along with Taaleem Foundation (SMC) and Water User Association (WUA) from the list of 38 watercourses to liquidate USAID Advance payment.

 Watercourse No. 07 on distributary canal no. 05 (MW 07/05) at RD-5889/L

 Watercourse No. 08 on distributary canal no. 05 (MW 08/05) at RD-6892/L

 Watercourse No. 09 on distributary canal no. 05 (MW 09/05) at RD-7985/L

 Watercourse No. 10 on distributary canal no. 05 (MW 10/05) at RD-10001/L

December 14, 2018:

Ann informal brain storming session at PIU office with DSC & PIU regarding Precision Land Levelling (PLL) approach for design and implementation.

December 15, 2018:

Site visit was conducted on one watercourse implemented on Distributary 06 of Package III, along with Taaleem Foundation (SMC) and Water User Association (WUA) from the list of 38 watercourses to liquidate USAID Advance payment.

 Watercourse No. 31 on distributary canal no. 06 (MW 31/06) at RD-31385/L

December 16, 2018:

Data compilation of visited watercourses.

December 17, 2018:

Page 4 of 5 Site visit was conducted on four watercourses implemented on Distributary 02 of Package X, along with Taaleem Foundation (SMC) and Water User Association (WUAs) from the list of 38 watercourses to liquidate USAID Advance payment.

 Watercourse No. 05 on distributary canal no. 02 (MW 05/02) at RD-6044/R

 Watercourse No. 06 on distributary canal no. 02 (MW 06/02) at RD-7130/R

 Watercourse No. 07 on distributary canal no. 02 (MW 07/02) at RD-8107/R

 Watercourse No. 09 on distributary canal no. 02 (MW 09/02) at RD-12146/R

December 18, 2018:

Site visit was conducted on three watercourses implemented on Distributary 05 of Package XII, along with Taaleem Foundation (SMC) and Water User Association (WUA) from the list of 38 watercourses to liquidate USAID Advance payment.

 Watercourse No. 11 on distributary canal no. 05 (MW 11/05) at RD-10971/L

 Watercourse No. 12 on distributary canal no. 05 (MW 12/05) at RD-11013/L

 Watercourse No. 13 on distributary canal no. 05 (MW 13/05) at RD-12712/L

December 19, 2018:

Site visit was conducted on three watercourses implemented on Distributary 02 of Package X, along with Taaleem Foundation (SMC) and Water User Association (WUAs) from the list of 38 watercourses to liquidate USAID Advance payment.

 Watercourse No. 08 on distributary canal no. 02 (MW 08/02) at RD-6044/R

 Watercourse No. 10 on distributary canal no. 02 (MW 10/02) at RD-7130/R

 Watercourse No. 11 on distributary canal no. 02 (MW 11/02) at RD-8107/R

December 20, 2018:

Wrap up meeting with staff of PIU, DSC and SMC. Minutes of meeting attached as Appendix-D.

Return to Islamabad and Peshawar from DI Khan.

Page 5 of 5 A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10

Appendix B Photographs

March 2019 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 Technical Photographs:

Package #5 View of PCPS lined section, at Package #5 HPK team inspecting the MW-2/11 MW-1/11 RD-174-L Distributary#11 RD-2144-L Distributary#11

Package #5 HPK team meeting with WUA Package #5 View of earthen section at MW- chairman and community at MW-3/11 RD- 12/11 RD-2144-L Distributary#11 3171-L Distributary#11

Package #5 View of Nucca and lined section at Package #5 Complete section of PCP lining MW-13/11 RD-4335-R Distributary#11 panels at MW-14/11 RD-5395-R Distributary#11

March 2019 B-1 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10

Package #10 Earthen pad view at MW-2/1 RD- Package #3 Nucca structure at MW-23/6 RD- 904-R Distributary#1 23097-L Distributary#06

Package #12 Earthen channel view at MW-2/5 Package #12 PCP lining section view at MW- RD-1890-L Distributary#05 6/1 RD-3645-R Distributary#01

Package #3 PCP lining section view at MW- Package #12 View of earthen pad at MW-6/2 11/7 RD-2979-L Distributary#07 RD-7130-R Distributary#2

March 2019 B-2 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10

Package #12 Earthen pad view at MW-12/5 RD- Package #12 Earthen pad view at MW-12/5 RD- 11013-L Distributary#05 12711-TR Distributary#05

Package #12 View of earthen pad at MW-9/2 Package #12 View of earthen pad at MW-11/2 RD-8828-R Distributary#2 RD-13195-R Distributary#2

Wrap-up meeting in OFWM office with PIU , Wrap-up meeting in OFWM office with PIU , NESPAK and Taleem foundation, NESPAK and Taleem foundation,

March 2019 B-3 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 Environmental Photographs

Borrow area restored and wheat crop grown on Pond made on the consent of land owner as watercourse MW 2/11. result of borrowing soil material

Aggregates are left behind at a culvert on Damaged PCPS debris are dumped near shrubs watercourse

Un-restored borrow area PCPS segments are dumped for lining in an agriculture field

March 2019 B-4 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10 Social Activities Photographs:

Meeting with WUA of MW 2/5 RD#1890-L at Meeting with WUA of MW14/11 RD#5395-R Distrbutary#5 of GZD-CADP at Distrbutary#11 of GZD-CADP

Meeting with WUA of MW#26383-L Sheikh Meeting with WUA members for site Sultan at Tank GZD-CADP verification at GZD-CADP

Meeting with WUA of MW#4/3 RD 17142-L Meeting with WUA members for site Distributary #3 at Shada Tank GZD-CADP verification at GZD-CADP

March 2019 B-5 HPK A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10

Appendix C (i) Response on Initial Site Visit Report for 7 Watercourses (ii) Clearance Certificate for Work done on 38 Watercourses

March 2019 HPK

Page 1 of 13

NESPAK REPLY TO HPK OBSERVATIONS ON 07 WATERCOURSES PACKAGE-V 1 MW-1/11 1. This is the first watercourse on distributary No.11 designed for a 1. Concrete debris were 1. No action required. 1. Site is clear. discharge of 80 lps (2.82 cusecs), to irrigate 560 acres of agricultural observed on right side of land. Total design length of the watercourse is 1820m comprising of watercourse MW 1/11 364m lined and 1456m earthen portion. In addition installation of 34 during site verification naccas at 120m interval with end nacca to install at the last RD as per visit. Team leader from design. In addition 4 culverts, 2 washing pads and installation of a steel DSC called upon his staff sign board included in the designed work. Type–B, precast parabolic to pick the debris and segments having size (0.76mx0.53mx0.91m) was designed for the lined clear the site. portion. Construction of 1456m earthen watercourse having total depth of 0.59m, bed width of 0.44m and top width of 1.59m was designed. 2. Borrow area on 2. No action required. 2. Borrow area site is 2. Measured length of the watercourse ends at RD 1822 including both watercourse MW 1/11 restored. lined and earthen section and is as per designed. found restored and wheat

crop has already been

grown on this area 3. Required segment size is as per design used for watercourse lining. 3. True. It was due to heavy silt load Watercourse lined portion from start up to end of lining at RD 377 is carried in irrigation water during heavily silted up and only 0.04 m free board is visible against 0.09m rainfall season. Design bed slope has designed. Measured flow depth was only 10cm due to sedimentation. now been maintained. De-silting Earlier removed silt was dumped on both side berms. Need to be cleaned completed in lining portion through in the entire lined length before conducting test run together with the community. Test run will be community. conducted just after canal closure jointly with DSC, TF & concerned WUA and the scheme will be handed over to WUA for operation accordingly. 4. The watercourse was operational from its outlet only up to its lined 4. Illegal siphon pipes from canal have portion. Community has cut the earthen watercourse length at five been removed and the WCs cut by different locations to irrigate their adjacent fields through illegal the farmers at different portions has inverted pipe syphon option from the adjacent Distributary 11. Irrigation been restored. flow from its outlet has never allowed to flow up to the end of the watercourse length. 5. Rectified. 5. Both right and left berms are not properly compacted and from RD 211 to RD 230 presence of frequent rodent holes have damaged both berms required earth filling, restoration and proper compaction. 6. Culverts re-plastered by contractor 6. All the three culverts constructed (at RD 217, RD 604 and RD 1064) and the slab strength re-checked against the designed 4 culverts are reflecting poor workmanship. Slab again and found as per desired strength of culvert at RD 217 is not as per specified strength and need to specifications. Moreover, the design be reconstructed. Secondly, these culverts are constructed with 0.52m depth in lined reach is 0.44 m plus depth and 0.60m width as a standard dimension for all cases. With 0.099 m FB, making total depth of segment depth of 0.53m in the lined portion submerge flow through 0.53m. For the designed flow depth culverts is expected that will act as a control structure rather than 0.44m, it is hydraulically sufficient allowing free flow on downstream side. It is expected that this situation with 8cm factor of safety under may create a back water effect on its upstream side resulting is more silt severe conditions. No back water deposit, may overtop the side berms and less flow on the downstream curve will occur. side that may disturb the availability of irrigation water as per the water- rights. PIU and DSC should check and address this apprehension. 7. Earthen watercourse x-section starts from RD 377 is not according to design section, heavy silt and vegetation is present all along the 7. At the time completion report, the all watercourse bed and sides. Weeds to be cleared from the earthen the sections were as per design. The sections. Earthen watercourse section was damaged from RD 1750 till scheme was damaged by who end due to excessive flow from the illegal pipes option by the farmers. diverted excessive water through illegal pipes from adjoining canal at seven different locations, resulting in to erosion, weed growth, etc. 8. RDs of Nacca structure for branch watercourses at station M4, M5, M6, However, the same has been M7, M10, M11, M12, and M13 are not as per design of 120m interval, rectified through farmers/WUA. may have been adjusted as per site requirement. Though, WUAs 8. As per design Nacca structures are

Page 2 of 13

claimed that they were not involved in the design and implementation planned at 120 m interval but can be process and are not aware of the designed development works. A-E adjusted as per site requirement/ Contractor suggests involvement of Taaleem Foundation as this community demand. The structures watercourse is from the list where reactivation of WUAs has to be done were installed at for branches M4, by Taaleem foundation. It was mutually agreed that Taaleem M5, M6, M7, M10, M11, M12 & M13 Foundation will reactivate this and similar WUAs on priority basis so as in consultation with the community as to discuss and agree with WUA the implemented development works, the WUA remained involved during increase awareness of beneficiaries to discourage use of illegal inverted construction phase through DSC, PIU pipe syphon option so that frequent cuts in the watercourse could be and the Contractor. Otherwise, such a controlled. Motivate beneficiaries to use irrigation water from the huge work on farmer’s land was not watercourse and to discuss and agree Warabandi options so that all the possible with taking them in command area could take benefit from the watercourse. confidence in such a remote area. 9. Test run may be conducted in line with the mutually agreed Warabandi so that WUA and community confidence on the constructed 9. Test run shall be conducted jointly watercourses be enhanced. This will reduce the use of illegal inverted with DSC, TF & WUA after canal pipe syphon option from the adjacent distributary. closure period 10. No tail end nacca structure has been constructed as designed. A-E . contractor are of the view that earthen watercourse portion should end 10. Tail end Nacca is adjusted in on tail nacca structure as per approved design. consultation with beneficiary farmers. Watercourse ends at RD 1+820 while Nacca is adjusted at RD 1+808. This is decided in consultation with concerned farmers.

11. Lined panel is cracked at RD 248. 11. Cracked panel at RD 0+248 replaced.

12. Top 20cm both side berms are loose and with no proper shape. 12. Loose side berms are compacted according to specifications.

13.Salinity issue needs to be checked and addressed. 13. The soil as well as canal water seems to be saline. 100% salt free borrow areas is very difficult in GZD-CADP. However, it will further be ensured that the recommended borrow areas shall have minimum salt content. In

addition to this the soil, water &

concrete sample have been sent to

PCSIR laboratories Peshawar for tests

wherein the report is awaited. This

issue will be addressed in light of the

findings of the report.

14. Proper backfilling at nacca structures 14. Proper backfilling at all the nacca structures need to be done. Two (M-8, M-10, M-11 & M-14) is now nacca structures orientation is not in line with the watercourse alignment. carried out. However, there is minor Need to be addressed. deflection having no adverse impact

on flow regime.

15. As built material of already 15. Sign board installed, though is not as per designed material and fabricated/installed sign board shall dimension. Suggest to redo as per designed specification. be evaluated on prevailing market

rate to avoid delay. 16. Water double than the design discharge of the watercourse coming 16.All the damages rectified through from the adjacent distributary through illegal syphon tubes installed at farmers/WUA. five different locations enters this watercourse which flows in the

backward direction and have damaged the designed bed slope. Cross sectional area of the earthen watercourse is eroded due to more than design flow which requires watercourse restoration to its original designed shape and x-section with the involvement of Social Mobilization Consultant (TF), concerned WUA and technical assistance of DSC before handing over to the WUA.

Page 3 of 13

17. All such illegal irrigation means need to be discussed and addressed with 17. The issue has been discussed with the WUA by Taaleem Foundation, PIU Design Consultant and PIU so that community in a joint meeting. Test upon addressing all the observations of (DSC and of visiting team) a test run of different the schemes carried run be conducted in presence of WUA and community to demonstrate out. However, in this very case, it was its proper distribution of equitable irrigation water before its not possible due to canal closure. The completion and handing over to the community. same would be conducted upon availability of water in canals in the presence of respective WUA. 18. Proper education to WUA and beneficiary community should be given 18. Imparting of proper education to on the use of existing nacca structures of the main watercourse length. Community / WUA regarding use & These nacca structures are the control structures to divert irrigation limitation of Naccas, is underway water into the branch watercourses to be constructed by the through TF. community themselves under the guidance of PIU and their Consultants. The constructed nacca structures on the main watercourse length are the water delivery points for the branch watercourses and not for the direct field irrigation purposes. 19. Layout for construction of branch watercourses by WUA on all field 19. Provision of Layouts for construction outlets / nacca structures need to be provided by DSC in association of branch watercourses on all field with Taaleem Foundation with the consent and involvement of outlets / nacca structures will be concerned WUA as currently branch watercourses are not constructed ensured by DSC through PIU and TF. for test run of watercourse and ensuring water delivery to tail end water users. 20. Social structures like washing pads are not constructed on this 20. Some of the structures not watercourse. One culvert and four naccas also not installed. Need to be constructed with the consent of the discussed with WUA and their consent on its provision or otherwise concerned WUA/farmers. should be ensured in black and white. 2 MW-2/11 1. This watercourse was designed for a discharge of 80 lps (2.82 1. Borrow area on watercourse 1. No action required 1. Borrow area site is cusecs), to irrigate 642acres of agricultural land. Total design length MW 2/11 found restored restored. of the watercourse is 2260m comprising of 452m lined and 1808m and wheat crop has already earthen portion. In addition, installation of 40 naccas at 120m interval been grown on this area. with end nacca to install at the last RD as per design. In addition 3 culverts, 2 washing pads and installation of a steel sign board included in the designed work. Type – B, precast parabolic segments having size (0.76mx0.53mx0.91m) was designed for the lined portion. Construction of 1808m earthen watercourse having a total depth of 0.60m, bed width of 0.40m and top width 1.59m was designed. 2. Total measured length of the watercourse is 2223m which is 37m 2. The length and structures were short from the approved designed length of 2260m. In addition one adjusted as per consent of the nacca, one culvert and two washing pads are not constructed concerned WUA/farmers. required as per design. These inconsistencies from the approved design be fixed or approved from relevant quarter before the complete system handovers to the WUA. 3. In the lined portion from RD 0+000 to RD 0+240 watercourse 3. Farmers are getting over & above overtopping and from 240 onward up to end of lining the free board their due share by tempering canal is about 0.04m against 0.12m in design. Causes of overtopping and outlet. Moreover, there was silt insufficient free board be closely examined and fixed before system deposited in WC thereby reducing it taken over by the concerned community. Farmers use to damage the capacity and resulting in to outlet throat width to get more than design discharge. overtopping and/or insufficient Free Board. Farmers have been instructed to maintain the desired flow and Irrigation department has also been asked to rectify the outlet. 4. From RD 60 to RD 120 due to incomplete compaction and broken 4. Broken segments have been replaced segment causing water seepage on both sides of the watercourse and section compacted as well. berms. 5. From RD 347 to RD 405 silt deposition in the lined watercourse, and 5. Section has been compacted and watercourse filling and compaction up to top of lining is incomplete. lined portion is also de-silted with the 6. Berms width between RDs 340 – 400 vary from 0.20 to 0.30 meters help of WUA. required to be filled and compacted up to designed width of 0.5m. 6. Section rectified as per specifications.

Page 4 of 13

7. All the three culverts are constructed in poor workmanship and slab 7. Culvert re-plastered. Strength re- strength of one culvert at RD 492 not meeting the strength checked during test run and found as requirements and need to be re-casted. per specifications. 8. Community has cut the earthen watercourse length at RD 770, RD 819, RD 844, RD 906, RD 980, RD 1390, RD 1580, RD 1624, Rd 1770, 8. By plugging the cuts in section, Test RD 1858 and at RD 2082 to irrigate their adjacent fields through Run has been conducted in presence illegal cuts and pipes. Irrigation flow from its outlet has never of WUA/farmers, PIU, TF and DSC and allowed to reach up to the end of the watercourse length. Resultantly, the scheme found functional hence the watercourse was not operational from its outlet to deliver water handed over to the WUA. See Annex- up to its middle and tail end users. Watercourse berms cuts need to MW-2/11 be properly plugged with the assistance of Social Mobilization Consultant and concerned WUA for water delivery to tail end farmers. 9. Watercourse earthen x-section measured at RDs 990, and RD 1080 was, Top width 1.50m, 1.60m against 1.59m in design. Measured total Depth is 0.44m, 0.38m against 0.60m in design and bed width 9. Total depth observed less than design 0.30m to 0.50m against 0.40m in design be rectified and restored to was due to silt deposition. Bed width the required designed dimensions. of 0.30 to 0.50m against 0.40m designed was due to scouring of sides that occurred due to passing un- authorized flow through the newly 10. Minor salinity issue is to be checked and addressed. constructed watercourse which has been rectified. 10. There was no salinity issue. It is due to presence of salts in canal water. However, it will be addressed in future by ensuring salt free borrow 11. Almost all the nacca structures are without covers / lids and not areas, where feasible. installed at 120m interval required as per design will also be approved 11. As per design Nacca structures are in the as built drawings. These may have been adjusted in line with the planned at 120 m interval but can be site requirements. Though, WUAs claimed that they were not adjusted as per site requirement/ involved in the design process and are not aware of the designed community demand. The structures development works. Suggest involvement of Taaleem foundation as were installed at for branches in this watercourse is from the list where reactivation of WUAs has to consultation with the community as be done by Taaleem foundation. It was mutually agreed that the WUA remained involved during Taaleem Foundation will reactivate this and similar WUAs on priority construction phase through DSC, PIU basis so as to discuss and agree with WUA the Warabandi options. and the Contractor. Otherwise, such

a huge work on farmer’s land was not

possible with taking them in 12. Test run may be conducted in line with the mutually agreed confidence in such a remote area. Warabandi so that WUA and community confidence on the 12. Test Run has been conducted in constructed watercourses be enhanced. This will reduce the use of presence of WUA/farmers to ensure illegal cuts at different RDs from the watercourse. water delivery at tail end and handed

over the scheme to WUA. See Annex-

MW-2/11. 13. Sign board installed though is not as per designed material and 13.As built material of already dimension. Suggest to implement as per designed specification. fabricated/installed sign board shall be evaluated on prevailing market rate to avoid delay. 14. Layout for construction of branch watercourses by WUA on all field outlets / nacca structures need to be provided by DSC in association 14. Provision of Layouts for construction with Taaleem Foundation with the consent and involvement of of branch watercourses on all field concerned WUA as currently branch watercourses are not outlets / nacca structures will be constructed to test run of watercourse and ensuring water delivery to ensured by DSC through PIU and TF. tail end water users. 15. Social structures like washing pads are not constructed on this 15. Some of the structures not watercourse. Need to be discussed with WUA and their consent on its constructed with the consent of the provision or otherwise should be ensured in black and white. concerned WUA/farmers.

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3 MW-3/11 1. This watercourse was designed for a discharge of 79 lps (2.78 1. Borrow area on watercourse 1. No action required. 1. Borrow Area cusecs), for irrigating 533acres of agricultural land. Total design MW 3/11 on its left is made Agreement is length of the watercourse was 2730m comprising of 546m lined and as water pond for storage of attached as Annex- 2184m earthen portion. Installation of 48 naccas at 120m interval water with the consent of BA-MW-3/11 with end nacca to install at RD 2730 as per design. In addition 3 owner at RD 660. DSC staff culverts, 2 washing pads and installation of steel sign board also was advised to produce the included in the planned and designed work. Type – B, precast agreement of this particular parabolic segments having size (0.76mx0.53mx0.91m) planned as per borrow area by clearly approved design. Construction of 2184 m earthen watercourse mentioning the consent of having total depth of 0.59m, bed width of 0.40m and top width 1.58 land owner that he wants his m respectively was also part of the construction work as per design. borrowed land in the shape of a water pond. Please consider and provide. 2. Total measured length of the watercourse is 2681m which is 49m 2. Surplus civil works 2. Total 8m length is short according 2. Site cleared during short from the approved designed length of 2730m. Four naccas, one construction material to design. 03 naccas, 02 washing test run. culvert and two washing pads are also not constructed as per including Aggregates were pads & 01 culvert was not approved design. These inconsistencies from the approved design be left behind after the constructed with the consent of fixed or approved from relevant quarter before the complete system construction of culvert on concerned WUA. handovers to the WUA. watercourse MW 3/11 at RD 1680. Some of the aggregates were also thrown in the nearby agriculture field. Please clear and update with photographs. 3. Both right and left watercourse berms covered with slush and 3. Section rectified. excavated material from RD 0+000 to RD 0+287 need removal and watercourse berms filling dressing and compaction including outward slop dressing is required. 4. Damaged segment at RD 384 need replacement. Also slab strength of 4. Damaged segment replaced. Slab the culvert at RD 1679 not meeting the specified strength strength was re-checked and found requirements will require re-casting. as per specifications. 5. Watercourse overtopping in the lined portion from RD 474 onward 5. Section rectified. may be due to the presence of heavy silt in the watercourse bed in the lined and earthen portion. The earthen portion of the watercourse from RD 560 onward is also heavily sited up and near to overtop. These defects be closely examined and fixed before handing over to the WUA. 6. Test Run conducted in presence of 6. Watercourse berms cuts varies from 1 to 2 meters in width on both WUA, PIU and TF by plugging all sides and pipe outlets present on the following RDs of the unlined cuts and farmers mobilized to watercourse need to be properly plugged with the assistance of Social irrigate their field though naccas Mobilization Consultant and concerned WUA for water delivery to tail already provided. After successful end farmers. Cuts are present at RDs 660, RD 1225, RD 1234, RD test run the watercourse was also 1654, RD 1754, RD 2135, RD 2182, RD 2300 and RD 2400, handed over to WUA. See Annex- consequently outlet water reaches only up to the middle of the main MW-3/11 watercourse. 7. Berms erosion, collapse and watercourse widening observed between the following RDs, RD 1225 to RD 1311, RD 1406 to RD 1420 7. Damaged section rectified and and RD 1790 to 1940. Earthen watercourse between these RDs require scheme is operational now. proper restoration up to designed cross section. 8. Salinity issue need to be checked and addressed.

8. The salts seemed to be carried in

canal water. However, samples are

under process for testing and

necessary precautionary measures 9. Watercourse earthen x-section measured at RDs 1079, and RD 2182 will be taken as per report. was, Tw 1.40m, 1.56m against 1.58m in design, Total Depth 0.40m 9. Section rectified. and 0.56m against 0.59m in design and bed width 0.50m and 0.45m

against 0.40m in design be rectified and restored to the required

designed dimensions.

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10. Majority of the nacca structures are without cutoff walls and outlet covers / lids for ease of closure and opening and ensuring leak proof 10. Lids have been provided at site operation. before test run. As far as cut-off walls is concerned, this office is of view that the payment to 11. Layout for construction of branch watercourses by WUA on all field contractors should be made as per outlets / nacca structures need to be provided by DSC in association As Built status to avoid delay. with Taaleem Foundation with the consent and involvement of 11. Provision of Layouts for concerned WUA as currently branch watercourses not ensuring water construction of branch delivery to tail end water users. watercourses on all field outlets / 12. Social structures like washing pads are also not constructed on this nacca structures will be ensured by watercourse. Need to be discussed with WUA and their consent on its DSC through PIU and TF. provision or otherwise should be ensured in black and white. 12. Some of the structures have not been constructed with the consent of the concerned WUA/farmers. 4 MW-12/11 1. The watercourse was designed for a discharge of 67 lps (2.36 cusecs), for 1. Borrow area on watercourse 1. Design Information 1. Yes, borrow area irrigating 454acres of agricultural land. Total design length of the MW 12/11 found restored site is restored. watercourse was 1990m comprising of 398m lined and 1592m earthen with wheat crop already portion. In addition installation of 36 naccas at 120m interval with end grown at RD 362 on right nacca to install at RD 1990 as per design. In addition 3 culverts, 2 side of the watercourse near washing pads and installation of a steel sign board also included in the nucca structure. designed work. Type – B, precast parabolic segments having size (0.76mx0.53mx0.91m) planned as per approved design. Construction of 1592m earthen watercourse having total depth of 0.64m, bed width of 0.40m and top width 1.67 m respectively was designed. 2. Excess soil material found 2. Total measured length of the watercourse is 1976m which is 14m short dumped on left side of the 2. The work done is as per site 2. This is soil material from the approved designed length of 1990m, in addition one culvert watercourse MW 12/11 at requirement as well as consent of excavated from the and two washing pads are not constructed required as per design. RD 415. Please clear and the local community/farmers. Test channel and Proposed end Nacca structure at RD 1990 installed at RD 1976.These update with photographs. Run of the scheme has been carried providing protection inconsistencies from the approved design be fixed or approved from out in the presence of WUA and to the channel. relevant quarter before the complete system handovers to the WUA. project team and scheme handed

over to WUA for operation

3. Excavated slush has been removed 3. The Contractor is 3. Protruded steel bars 3. From RD 0+000 to up to RD 0+150 both berms fully covered with slush by community/WUA. advised to observed at a culvert on and de-silted material require removal and berms dressing and remove/cut watercourse MW 12/11 at compaction. Similarly, lined portion near to overtop as only 0.03m protruded steel bars RD 1147. Contractor was freeboard left against 0.08m needed per design. and report with advised to cut the exposed photographs. steel bars for safety

purposes. Please ensure and

share its photographs. 4. Test Run conducted successfully in 4. Excess material 4. In the existing situation, outlet water reaches only to the middle of 4. Existing drain observed presence of WUA and project team excavated from the main watercourse. Frequent watercourse berms cuts varies from which was used as borrow by plugging all illegal cuts made by drain during its 1 to 2 meters in width on both sides observed on the following RDs of area at tail end of farmers and scheme handed over to construction and the unlined watercourse These RDs are RD 415, RD 890, RD 1135, RD watercourse MW 12/11. A WUA for operation. See Annex MW- dumped in adjoining 1374, RD 1405, RD 1534 and RD 1536. These cuts need proper lot of livestock (goat and 12/11. farmers land is used plugging with the assistance of Social Mobilization Consultant and sheep) were observed here. as borrow area with concerned WUA for water delivery to tail end farmers. Agreement with owner / the consent of the

community needs to be owner farmer.

signed for this borrow area Agreement with

as well and shared with A-E owner is attached as

Contractor. MW-12/11- 5. Top course on all the nacca structures damaged or removed to Agreement. reduce upstream watercourse overtopping and facilitate smooth 5. Left over sand passage of water flow. In addition wall crack, submergence of nacca 5. Left over sand material 5. Rectified as per design. structures also observed. These deficiencies required to fix before observed at tail end of material has been

handing over of the watercourse to the communities. watercourse MW 12/11. removed during test

Page 7 of 13

Construction contractor was run. advised to collect the surplus material and clear the site

ASAP and share its 6. Sign board installed though is not as per designed material and photographs. dimension. Suggest to implement as per designed specification. 6. As built material of already 6. Surplus sand material found 6. Surplus sand

on left side of watercourse fabricated/installed sign board shall material at RD

MW 12/11 at RD 0+617, be evaluated on prevailing market 0+617 has been

Contractor was advised to rate to avoid delay. removed during test

collect the sand and clear run.

the site and share its

improved photographs. 7. Salinity issue need to be checked and addressed. 7. The salts seemed to be carried in 7. Leftover aggregates found 7. Left over aggregates canal water. However, samples are on watercourse MW 12/11 observed at RD under process for testing and at RD 1640. Construction 1+640 has been necessary precautionary measures contractor was advised to removed during test will be taken as per report. collect the aggregates and run.

clear the site. Please

expedite and share its

photographs. 8. Both culverts constructed with poor workmanship and culvert slab at 8. Needful done.

RD 1150 is not of the specified strength will require recasting. Similarly no washing pad constructed than two required as per design. 9. The WUA member present on site were fully ignorant of the type of 9. WUA was approached through TF to structures to construct on the watercourse. However, when they mark places for remaining one were asked for willingness or need of such structures like culverts or culvert & two washing pads. They washing pads, they expressed their utmost eagerness for have refused to mark places for constructing of culverts and washing pads on the watercourse. these structures. Moreover while Identification of location for the construction of these remaining conducting test run and thereafter structures could be facilitated with the community by the Social handing over watercourse to WUA Mobilization Consultant. jointly by PIU, DSC and TF, the WUA have been given detail of completed

works. They were also informed

that one culvert and two washing

pads not required by them at site

are excluded in the TOP. See Annex- 10. We suggest that Social Mobilization Consultant M/s Taaleem MW-12/11. Foundation need to be fully involve in the whole process right from 10. Agreed, Joint teams have been WUA formation up to watercourse completion and handing over to constituted and visit are being WUA. For this purpose all relevant information including watercourse arranged and each WUA for re- design data, its total and lined length, number and location of activation/social issues structures etc. be shared with them by the DSC / PIU for onward

sharing with the WUAs for taking them onboard in the process of

watercourse lining and construction.

11. Layout for construction of branch watercourses by WUA on all field 11. Provision of Layouts for construction outlets / nacca structures need to be provided by DSC in association with Taaleem Foundation with the consent and involvement of of branch watercourses on all field concerned WUA as currently branch watercourses not constructed outlets / nacca structures will be for test run of watercourse and ensuring water delivery to tail end ensured by DSC through PIU and TF. water users. 5 MW-13/11 1. The watercourse was designed for a discharge of 60 lps (2.11 cusecs), 1. Borrow area on right side 1. No action required 1. Borrow area is for irrigating 412 Acres of agricultural land. Total design length of the near the watercourse MW restored as per watercourse was 1800m comprising of 360m lined and 1440m earthen 13/11 found partially farmer’s demand. portion. In addition installation of 32 naccas at 120m interval with end restored. The field was nacca to install at RD 1440 as per design. In addition 3 culverts, 2 recently ploughed by the washing pads and installation of steel sign board also included in the farmer and center portion planned and designed work. Type – B, precast parabolic segments remained un-ploughed due having size (0.76mx0.53mx0.91m) planned as per approved design. to its level which is down

Page 8 of 13

Construction of 1440 m earthen watercourse having total depth of from rest of the field as a 0.55m-0.60m, bed width of 0.35m and top width 1.45-1.55 m result of borrowing soil respectively was also part of the construction work as per design. material. It remains damp/wet for longer time.Construction contractor was advised to restore the borrow area at same level with the consent of the land owner. 2. Total measured length of the watercourse is 1837m exceeds by 37m 2. One culvert and two washing pads than approved designed length of 1800m, in addition one culvert and not required at site by WUA are not two washing pads are not constructed required as per design. Proposed constructed. While conducting test end nacca structure at RD 1800 installed at end RD 1837. Some of these run and thereafter handing over inconsistencies from the approved design be fixed or approved from watercourse to WUA jointly by PIU, relevant quarter before the complete system handovers to the WUA. DSC and TF, the WUA have been given detail of completed works. They were also informed that one culvert and two washing pads not required by them at site are excluded in the ToP. See Annex- MW-13/11.

3. All the 33 naccas installed in the watercourse are without covers/lids 3. Lids have been provided to WUA. and standing without d/s cutoff walls towards earthen side. Cutoff This office is of the view that walls need to construct and naccas covers/lid provided for the payment to the contractor regarding protection and operation of naccas structure before watercourse cut-off wall shall be adjusted as per handing over to the WUA. As built quantities to avoid further delay. 4. Nacca structures at RD 0+000, RD 1+363, RD 1+603 and RD 1+723 are 4. Cracked / damaged naccas have cracked and damaged need proper repair. been replaced / rectified.

5. Both the earthen berms of lined watercourse are covered with 5. Excavated slush removed / rectified. excavated slush material required removal and earthen pads dressing and compaction. 6. Test Run conducted in presence of 6. Right side bank cuts ranges from 1-4 meter observed at RD 409, RD WUA and project team and scheme 786, RD 845, RD 895, RD 1033, RD 1066, RD 1190, RD 1313, RD 1404 handed over to WUA. See Annex- and RD 1671 and at left side at RD 390, RD 523, RD 1033, RD 1543 and MW-13/11. RD 1572 respectively need proper filling, restoration, dressing and

compaction. Presence of frequent illegal cuts on the watercourse

resulting non- availability of canal water at the tail end of the

watercourse. 7. The flow from illegal sites has now 7. At RD 1436 water coming from another watercourse entering this been plugged and the damaged watercourse at its left side damaging its left berm and flowing d/s in this section is rectified. watercourse need diversion in to its parent watercourse or its branch. 8. The scheme was damaged due to 8. From RD 1+260 to RD 1+300 and again RD 1+362 to RD 1+370 both over flow, which has now been berms of the watercourse eroded and collapsed inside the watercourse rectified through community. bed required restoration, dressing and compaction. 9. As built material of already 9. Sign board installed though is not as per designed material and dimension. Suggest to implement as per designed specification. fabricated/installed sign board shall be evaluated on prevailing market rate to avoid delay. 10. Provision of Layouts for construction 10. Layout for construction of branch watercourses by WUA on all field outlets / nacca structures need to be provided by DSC in association of branch watercourses on all field with Taaleem Foundation with the consent and involvement of outlets / nacca structures will be concerned WUA as currently branch watercourses not constructed for ensured by DSC through PIU and TF. test run of watercourse and ensuring water delivery to tail end water Test Run conducted in presence of users. WUA and project team and water at tail end ensured.

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6 MW-14/11 1. This watercourse was designed for a discharge of 67 lps (2.11 cusecs), 1. Damaged segments were 1. No action required 1. Damaged segments for irrigating 445 Acres of agricultural land. Total design length of the thrown in shrubs on have been disposed watercourse was 2080m comprising of 416 lined and 1664m earthen watercourse MW 14/11 on its off during test run. portion. In addition installation of 38 naccas at 120m interval with end right at RD 115. Construction nacca to install at RD 2080 as per design. In addition 3 culverts, 2 contractor was advised to washing pads and installation of steel sign board also included in the collect the damaged segments planned and designed work. Type – D, precast parabolic segments and take it to any designated having size (0.64mx0.46mx0.91m) planned as per approved design. disposal area. Construction of 1664 m earthen watercourse having total depth of 0.55m, bed width of 0.40m and top width 1.45 m respectively was also part of the construction work as per design. 2. A trench on left side of 2. The length and structures were 2. All left over broken 2. Total measured length of the watercourse is 1925m which indicates watercourse MW 14/11 is adjusted as per consent of the segments have been lined length is short by 5m and total length of the watercourse by 155m created at RD 320, many concerned WUA/farmers. disposed off during than approved designed length of 2080m, in addition one culvert and damaged segments were test run. two washing pads and three naccas not constructed required as per disposed in the trench. Both design. Proposed end nacca structure at RD 2080 installed at end RD consultants and contractors 1925. Some of these inconsistencies from the approved design be fixed were advised to sign or approved from relevant quarter before the complete system agreement or obtain an NOC handovers to the WUA. from the land owner for debris disposal and share with A-E Contractor for record to avoid later stage inconvenience. 3. Watercourse earthen berms are fully covered with excavated slush 3. Damaged segments at 3. Excavated slush removed by 3. All left over broken material need removal and earthen pads dressing and compaction another RD 425 found community/WUA and now rectified. segments have been required. dumped inside the disposed off during bushes/shrubs on test run. watercourse MW 14/11. Contractor was advised to collect the damaged segments

and take them to proper

disposal area. 4. One culvert, two washing pads and three nacca structures not 4. Surplus aggregate material 4. All the works carried out with the 4. Surplus aggregate constructed as required per design. However, during meeting with the was found left behind at tail consent of concerned WUA The material is removed. WUA of this watercourse, the WUA members expressed their end of watercourse MW broken segments have been willingness and need for the construction of more culverts and washing 14/11. Contractor was advised replaced and rectified. pads on this watercourse. to collect the aggregates and

clear the site. Please expedite

and share its photographs. 5. Segments now have been replaced. 5. Four segments broken from RD 160-164, one at RD 267 and two from

RD 293-294 require replacement. 6. Seepage was from PCPL joints that 6. From RD 356 to RD 411 seepage observed on both right and left berms has been rectified. of the watercourse in the lined portion. 7. Right side bank cuts observed at RD 812, RD 819, RD 1145, RD 1363, RD 1458, 1714 and at left side at RD 982, RD 1102, RD 1225, RD 1235, RD 7. Test Run conducted in presence of 1427 and RD 1673 respectively need proper restoration dressing and WUA and project team and scheme compaction. Outlet water not reaching to the tail end of the handed over to WUA. See Annex- watercourse due to the presence of frequent illegal cuts on both side MW-14/11. berms of the main watercourse. 8. From RD 910 to RD 916, from RD 1556 to RD 1570 and again from RD 8. Earthen section damaged has been 1714 to 1734 both berms eroded and collapsed inside the watercourse rectified through community / WUA. bed.

9. From RD1718 to RD 1911 both berms are not properly compacted and 9. The observed section is now laying undressed. Water seepage observed between mentioned RDs on rectified before conducting Test both sides. Run.

10. Sign board installed though is not as per designed material and 10. PIU/DSC is of the view that the

Page 10 of 13

dimension. Suggest to implement as per designed specification. existing/ As built material and dimension of sign board should be evaluated on prevailing market rate 11. Layout for construction of branch watercourses by WUA on all field for this special case. outlets / nacca structures need to be provided by DSC in association 11. Provision of Layouts for construction with Taaleem Foundation with the consent and involvement of of branch watercourses on all field concerned WUA as currently branch watercourses not constructed for outlets / nacca structures will be test run of watercourse and ensuring water delivery to tail end water ensured by DSC through PIU and TF. users. In the current situation water only reaches up to 2/3 length of the Water at tail end ensured during main watercourse. Test Run. 7 MW-15/11 1. This watercourse was designed for a discharge of 70 lps (2.47 cusecs), 1. Borrow area at RD 190 found 1. No action required. 1. Yes borrow area at for irrigating 519 Acres of agricultural land. Total design length of the RD 190 is restored. restored on watercourse MW watercourse was 1740m comprising of 348m lined and 1392m earthen 15/11. portion. In addition installation of 30 naccas at 120m interval with end

nacca to install at RD 1680 as per design. In addition 3 culverts, 2 washing pads and installation of steel sign board also included in the

planned and designed work. Type – B, precast parabolic segments having size (0.76mx0.53mx0.91m) planned as per approved design.

Construction of 1440 m earthen watercourse having total depth of 0.55m-0.60m, bed width of 0.35m and top width 1.45-1.55 m respectively was also part of the construction work as per design. 2. Total measured length of the watercourse is 1730m, 10 m less than 2. Crush aggregates and sand 2. All the works are being carried out 2. Crush aggregates design length and end structure constructed at RD 1659 against 1680 in found left behind at RD 1050 with the consent of WUA. and sand is cleared design. From 1730 onward up to 1757 up to tail end drain the excavated on watercourse MW 15/11. from the site. channel is refilled with loose earth material. One culvert, two naccas and Please remove and share its two washing pads also not constructed as required per approved design. photographs. These inconsistencies from the approved design be fixed or approved

from relevant quarter before the complete system handovers to the WUA. 3. Excavated material and slush lies on right and left berms of the 3. Rectified. watercourse at different reaches both in the lined and earthen reaches covering the top berm required removal berms dressing and compaction as per design. 4. Watercourse is overtopping and silt deposition in watercourse bed both in lined and earthen portion, may be due to improper executed bed 4. Overtopping was basically due to slope. The problem be fixed before handing over the system to WUA. extra discharge in the channels as the community has tampered the outlet. The Irrigation Department is

approached for outlet rectification / adjustment. 5. Watercourse bed settlement and inside berms collapse and erosion 5. Rectified. causing watercourse widening at different reaches in the earthen part of the watercourse needs to fix and restored to its designed condition. 6. Between RD 190 and RD 210 watercourse left berm width is only 0.20m 6. Completed as per specifications. and required to complete as required per design up to 0.50 meter. 7. At RD 430, the slab strength of a 4.70 m long culvert is slightly less than 7. Due to dampness at top, the the required specifications need to be rechecked by PIU DSC. Secondly strength was below the required culvert box dimension need to be rechecked with the designed lined and figure. Slab strength was rechecked earthen section to confirm free flow through the culvert. during test run and found as per requirement. Culvert height up to slab is 52cm against 45cm flow depth having 7cm free board. No blockage of flow observed during test run. However, modification if design has been recommended for future in future. 8. From RD 690 to RD 848 in the watercourse elevated reach right side 8. It was due to extra flow in the berm is fully eroded, water seepage observed all along the watercourse channel and not compaction.

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bank. This will require bank restoration, dressing and compaction. However, the section has been restored by farmers. 9. From RD 1106 to RD 1128 due to incomplete compaction, the right 9. Restored. berm eroded from inner side and collapsed in to watercourse bed. Also deep water cuts / rills and ditches developed in the outward sloping side

between these RDs as a result of leaking water required proper filling,

filling and compaction. 10. Test Run conducted in presence of 10. Illegal pipe outlets and bank cuts are also visible at various RDs all along WUA and project team and scheme the watercourse at different RDs needs removal and restoration with the handed over to WUA. See Annex- involvement of WUA and Social Mobilization Consultant. MW-15/11. 11. Top course on the check part of nacca structures fully removed on all the 11. Top course on the check part of all naccas stations to facilitate smooth water flow and reduce upstream nacca structures has been restored watercourse overtopping. and the discharge has also been

regulated. 12. Distance between Nacca Structures installed for branch watercourses at 12.As per design Nacca structures are stations M5, M6, M8, M9, M10, M11, M12, M13 and M14 not as per planned at 120m interval but slight design of 120m interval between field outlets. This need to review and adjustments have been made as per finalize in consultation with the WUA and assistance of TF and DSC. site requirement with the consent of WUA. 13. Layout for construction of branch watercourses by WUA on all field outlets / nacca structures need to be provided by DSC in association with 13. Provision of Layouts for construction Taaleem Foundation with the consent and involvement of concerned of branch watercourses on all field WUA as currently branch watercourses not constructed for test run of outlets / nacca structures will be watercourse and ensuring water delivery to tail end water users. As ensured by DSC through PIU and TF. informed by the WUA members present on site, currently water not During Test Run that has been reaches up to the tail end of the main watercourse. jointly conducted by DSC, WUA, PIU and TF, delivery of water to tail end 14. Right side nacca at RD 00 on this watercourse and all other watercourses user is ensured. lies on the right side of the distributary which deliver water to some area 14. The naccas provided at RD 0+000 for at the right side of the watercourse not included in the watercourse diversion to facilitate irrigation command area as per engineering chakbandi also required to be closed during construction work will be before system transfer to the communities and avoiding future disputes removed with the consent of WUA. between communities. Installation of these naccas were conditionally permitted during watercourse lining and construction stage to work as a diversion for conveying water to the whole command area during construction phase. 15. We suggest that Social Mobilization Consultant M/s Taaleem Foundation 15. Agreed need to be fully involve in the whole process right from WUA formation up to watercourse completion and handing over to WUAs. For this purpose all relevant information including watercourse design data, its total and lined length, number and location of structures etc. be shared with them by the DSC / PIU for onward sharing with the WUAs for taking them onboard in the process of watercourse lining and construction.

SOCIAL ISSUES

Sr. # HPK Observation DSC/PIU Response A. Summary of Social Issues on Seven Completed Watercourses Following is the brief summary of major social issues on the completed watercourses. DSC / PIU response on HPK observations regarding social issues on completed 7 watercourses is given below. 1. The WUAs have been formed without social mobilization and involving only a fraction of Irrigators on the watercourse. 1. While conducting survey, the farmers were contacted. Without involving beneficiary farmers survey was not possible in Even these WUAs with small number of Irrigators were not contacted by the DSC during survey of watercourse. such security risk and remote areas. Concerned farmers were contacted in advance and upon their assurance survey was Consequently, some field were bifurcated by the watercourse with one portion of the field is in command area of conducted. However DSC was constrained to follow Engineering Chakbandi as per PIU guidelines. another watercourse. This has created issues for the farmers and may take much long time to resolve. 2. It appears that the construction contractor started work without any contact with WUA. 2. The Contractor was introduced to the farmers by PIU/DSC at beginning and then he started work on sites. 3. Some naccas were placed in such locations and directions that layout of branch channels cannot be determined. 3. All naccas are installed in consultation with beneficiary farmers. As per design Nacca structures were planned at 120m Rectification in these instances is required with consultation of WUA. interval but at site they have been adjusted as per site requirement by the WUA / farmers. Watercourses are

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constructed on Engineering Chakbandi Route and naccas are installed along the same route / direction with branch naccas at 90degree. 4. Construction of washing pad were dropped by the contractor without consultation with the WUAs, the same shall be 4. Washing pads, the demand based structures, have not been constructed as not required/demanded by the community. constructed if desired by the WUA. 5. Placement of culverts also needs to be agreed with WUA. 5. Culverts are being constructed at places agreed with WUAs. 6. Test run of the watercourse was required ‘to ensure and demonstrate availability of water at each Nacca allocated to 6. Test run on six watercourses out of seven (except MW-1/11) has now been jointly conducted / completed by PIU, DSC, each farm. The DSC prepared Final Completion Report without carrying out test run to assess water flow to the tail. Out TF and WUAs. All these six watercourses have also been handed over to the concerned WUAs. of seven completed watercourses, six are not conveying water equitably to all naccas and at the tail-end. Equitable water distribution to each nacca is not possible in present condition.

B. Facts about Social Issues and WUAs on Completed Watercourses In light of reviewed comments on social issues in Final Watercourse Completion Verification. Simplistic approach is not required. Following is the situation analysis and way forward to overcome the identified issue. C. Situation Analysis

1. Since start of Organization of WUAs in GZD-CADP, the major weaknesses of these WUAs being repeatedly mentioned 1. SMC to respond as: (i) lack of social mobilization, (ii) lack of awareness about objectives and functions of WUA, and (iii) incomplete list of water users and (iv) no training program for WUA. Rectification of these problems has been stressed in all previous site visit reports, though little action was taken by the project. 2. Organization of WUAs on the Project has never been taken in professional manner from the beginning to date. The 2. SMC to respond first thing in WUA or any other community organization formation is engagement with concerned group of persons

through awareness about the project followed by series of dialogues to deepen their understanding about canal

irrigation, water rights, etc., and how they can maximize their benefit from its utilization through cooperation and

mutual assistance. In order to use this collective asset, they need to follow certain rules and procedures developed

by them to ensure judicious distribution of water to all Irrigators. This is required to be done. 3. The most important element in this social mobilization process is enlistment of all Irrigators with small and large 3. SMC to respond landholdings. All have equal rights in access to water concomitant to their size of landholdings. Small and large landholders are equal in access to water and large landowners cannot deny the right of small holders or tail Enders. The WUA shall be responsible to ensure availability of irrigation according to defined water share to all landholders. This is not possible without complete list of Irrigators. 4. The process of social mobilization from awareness to community dialogues has not taken place. The WUA formation 4. SMC to respond was carried out by collecting a handful number of landowners and asking them to form WUA so that they can get benefits from the project. They were not informed about the objectives and functions of WUA. They were informed about 20% contribution in watercourse construction and benefits to be provided by the project. In some cases, the project benefits were so exaggerated that in November 2018 when A-E Contractor visited WUAs for verification, they asked when you will give cows, bulls and goats. This clearly indicated that landholders were lured to form WUA to get these benefits. This approach need to be refined as this would like to confine membership of WUA to small numbers to become beneficiary of the project asset distribution. 5. SMC to respond 5. WUAs organized to date (184+75) comprise only a small proportion of water users as this was ascertained in the latest verification of 75 WUAs. For 184 WUAs organized by OFWM department it was always recommended to prepare the complete list of landholders. The WUAs organized to date comprise only a small number of landowners and tenants living in proximity of the watercourse. A vast majority of the Irrigators is not member of the WUA; therefore, the so-called office bearers are not the real representatives of all the Irrigators on any watercourse. 6. SMC / TF to respond 6. The Taaleem Foundation and Associates hired as Social Mobilization Consultant has to refine their methodology for formation of WUAs. They have to pay attention towards awareness prior to social mobilization. They have not defined steps to be taken in succession for social mobilization and organization of WUAs. They have to rethink their understanding of the social mobilization process and how to translate the refined methodology into practice. The above points make it clear that the WUAs organized to date have to be revisited to make them active representative. These are in line with chapter 2 (PURPOSE, POWERS and FORMATION) of the 1981 Ordinance. 7. The process of WUA formation and surveys for watercourse design was never synchronized. There seems to be a 7. Agreed wide gap in understanding between Contractors and WUA which needs to be filled in by SMC and DSC/PIU in the best interest of Project Objectives. 8. Individual farmers contacted contractors on different issues on timing of construction, prevention of obstruction of 8. Farmers are being consulted by the Contractor. All naccas and culverts have been placed / constructed in consultation irrigation to their crops, use of earth from higher grounds and many other issues. On almost all watercourses we with beneficiary farmers. However may be at some locations their suggestions were not considered by the Contractor. were informed by farmers that contractors have never considered farmers suggestions and did whatever was convenient for him. In certain cases the contractors have damaged their standing crops during construction of watercourse. 9. Mostly Contractors are constructing watercourses when there is no crop in the fields. As now-a-days there is little work 9. Contractors have caused and are causing problems on most of the watercourses. Contractors start construction at on sites for the last 3-4 months as wheat crop is standing in the fields. However Contractors have been advised

Page 13 of 13

the wheat sowing time and threaten farmers who raise objections or hindered construction work. The PIU and the repeatedly to construct works when there is no crop in the fields so that farmers will not suffer. DSC have failed to resolve this issue to date and caused loss to farmers. The contractors need to accelerate the pace of construction work when there are no crop (End of April- End of October). D. Way Forward Summary of Social Issues on completed watercourse is given in Section A above. The issues identified in situation analysis (Section C) may be addressed with following measures.

1. WUAs should be organized with proper social mobilization and in accordance with the requirements of the 1. SMC to respond 1981 Ordinance. The SMC shall prepare social mobilization methodology as soon as possible. 2. SMC shall prepare methodology for re-activation of 184 WUAs. 2. SMC to respond 3. WUAs should be provided training in organization and management and in preparing by-laws or procedures for 3. SMC to respond their functioning and decision making. 4. WUA shall be assisted in preparation of water distribution according to land rights and prepare water distribution 4. SMC to respond roster in accordance with riparian rights. 5. The activities above will develop ownership of the watercourse and enforcement of agreed and judicious 5. SMC to respond water distribution by the WUAs. 6. The Terms of Partnership (ToP) which provides details of the objectives and functions of WUA was not explained to 6. SMC to respond the general body. The two major recommendations proposed by A-E contractors in the ToP were removed. These

two recommendations comprised: (i) include purpose of WUA formation according to Section 4 (1 and 2) the WUA

Ordinance of 1981, and (ii) include a declaration that “The Chairman and office bearers of the WUA confirm that

they have informed and explained the contents of this Terms of Partnership between WUA and the Project to the

general body. The WUA chairman confirms that general body has approved signing of this Terms of Partnership.”

Both these recommendations are not part of the ToP signed by WUAs to date. 7. DSC will ensure its presence in all these meeting where required by SMC. 7. The wok of contractor and DSC is almost over in completed watercourses except for rectifications in the punch list.

The SMC shall hold meetings with WUA general body on site of the watercourse and engage DSC and contractors

to adjust replacement of a few naccas where required on every watercourse. 8. SMC to respond 8. Water Management Specialist of SMC shall assist WUA in development of tertiary irrigation channels. 9. Agreed and will be rectified accordingly 9. The steel signboard MUST NOT indicate two values of GCA and CCA. Only one value of GCA may be given, and it shall be entitled simply as Command Area. The steel signboards already installed may be corrected accordingly.

A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10

Appendix C (ii) Clearance Certificate for Work done on 38 Watercourses

March 2019 HPK

Coordinates Start Point Design Data Certifed and Paid Lining Section Data Certified and Paid Earthen Section Data Allied Structures (No) Others Structures Verified Amount Payments to Location Value of Location District/ As per Contract Contractor by # WC # Disty RD PCPS Lining Earthen Drop Contract Value Bed Bed PCPL B.E. Bed Bed Embankment / Pad Channel Filling up to Bank As per Engineer Factor % factor Tehsil Total Length Nakkas Culverts Washing Pad Signboard Sand Bed Cost Remarks Cost Remarks Nacca Culverts Drop W/Pads Cost Signboard Cost PIU NE length section Length Structure Cost Clearance Preparation Segment Filling Clearance Preparation Formation Excavation Level above FSL Estimate (m) (m) (m) (nos) (nos) (nos) (nos) (nos) (PKR) (m) (m) (m) (No) (m) (Rs) (m) (m) (m) (m) (m) (Rs) (No) (No) (No) (No) (Rs) (No) (Rs) (Rs) (Rs) (Rs) Pakage III

1 MW-23/6 23097-L 31.92196 70.5236 DIKhan/Kulachi 712 2848 3560 62 3 2 0 1 4,383,528 0 0 0 0 0 - 0 0 1668 0 0 748,056 Emabnkment Formation RD =0+712 to 1+668 0 0 0 0 0 0 0 748,056 673,250 3 20,197.51 693,448

Bed Clearance RD= 0+00 to 0+688 Bed Clearance RD= 0+688 to 2+800 Bed Preparation RD = 0+00 to 0+688 3 MW-24/6 24105-L 31.91636 70.53198 DIKhan/Kulachi 688 2752 3440 60 3 2 0 1 3,788,926 688 688 188 206 0 320,593 2112 2112 0 0 0 680,632 Bed Preparation RD = 0+688 to 2+800 0 0 0 0 0 0 0 1,001,225 901,103 3 27,033.08 928,136 Sand Bed RD = 0+500 To 0+688 PCPL RD = 0+500 To 0+688

4 MW-25/6 25113-L 31.91079 70.54036 DIKhan/Kulachi 622 2488 3110 56 3 2 0 1 3,828,587 622 0 0 0 0 25,255 Bed Clearance RD= 0+00 to 0+622 2488 0 0 0 0 132,709 Bed Clearance RD= 0+622 To 3+110 0 0 0 0 0 0 0 157,964 142,168 3 4,265.03 146,433

5 MW-26/6 26121-L 31.90522 70.54878 DIKhan/Kulachi 594 2376 2970 52 3 2 0 1 2,511,109 594 0 0 0 0 24,118 Bed Clearance RD= 0+00 to 0+594 906 0 0 0 0 85,738 Bed Clearance RD= 0+594 To 1+500 0 0 0 0 0 0 0 109,856 98,870 3 2,966.11 101,837

Bed Preparation RD = 0+280 to 0+550 7 MW-28/6 28124-L 31.89221 70.56358 DIKhan/Kulachi 580 2320 2900 50 3 2 0 1 3,482,639 0 270 270 318 0 476,437 Sand Bed RD = 0+270 to 0+550 0 0 0 0 0 5,114 0 0 0 0 0 0 0 481,551 433,396 3 13,001.88 446,398 Bed Preparation RD =1+00 To 1+200 PCPL RD = 0+270 to 0+550

Bed Preparation RD = 0+00 to 0+516 Bed Clearance RD= 0+516 To 1+616 8 MW-29/6 29500-L 31.8915 70.57751 DIKhan/Kulachi 516 2064 2580 46 3 2 0 1 3,323,368 0 516 478 520 0 782,725 Sand Bed RD = 0+00 to 0+478 1050 1050 0 0 0 424,610 0 0 0 0 0 0 0 1,207,335 1,086,602 3 32,598.05 1,119,200 Bed Preparation RD = 0+516 To 1+566 PCPL RD = 0+00 to 0+478

Bed Preparation RD = 0+00 to 0+516 9 MW-30/6 30273-L 31.88854 70.58489 DIKhan/Kulachi 516 2064 2580 46 3 2 0 1 3,501,196 0 516 161 175 0 273,519 Sand Bed RD = 0+300 to 0+461 0 0 0 0 0 - 0 0 0 0 0 0 0 273,519 246,167 3 7,385.01 253,552 PCPL RD = 0+300 to 0+461

Bed Preparation RD = 0+384 to 0+402 Bed Clearance RD= 1+800 To 2+040 10 MW-31/6 31385-L 31.88532 70.59605 DIKhan/Kulachi 408 1632 2040 38 2 2 0 1 2,492,699 0 18 18 20 0 23,751 Sand Bed RD = 0+384 to 0+402 240 240 1532 1350 0 540,584 Emabnkment Formation RD =0+408 to 1+940 0 0 0 0 0 0 0 564,334 507,901 3 15,237.02 523,138 PCPL RD = 0+384 to 0+402 Channel Excavation RD = 0+408 to 1+758

Bed Preparation RD = 0+362 to 0+386 11 MW-32/6 31967-L 31.88366 70.60188 DIKhan/Kulachi 408 1632 2040 37 3 2 0 1 2,275,192 0 24 24 26 0 40,770 Sand Bed RD = 0+362 to 0+386 0 0 0 0 0 - 0 0 0 0 0 0 0 41,982 37,784 3 1,133.51 38,917 PCPL RD = 0+362 to 0+386

Bed Preparation RD = 0+338 to 1+678 14 MW-11/07 2979-R 32.0792 70.42836 DIKhan/Kulachi 338 1352 1690 31 2 1 0 1 1,619,065 0 0 0 0 0 - 0 1340 1340 0 0 431,318 0 0 0 0 0 0 0 431,318 388,186 3 11,645.59 399,832 Embnkment Pad Formation RD 0+338 to 1+678

Total - - - - 7684 30736 38420 671 44 29 0 16 44522643 1904 1416 1162 1265 0 1967167 0 6284 4694 3200 1350 0 3049972 0 0 0 0 0 0 0 0 5,017,140 4,515,426 135,463 4,650,889 Pakage-X Bed Clearance RD= 0+234 To 0+900 Bed Preparation RD =0+234 To 0+900 1 MW-1/1 24-R Tank 234 936 1170 22 2221407448 0 0 0 0 0 0 666 666 0 0 0 35326 35,326 38,152 5 1,908 40,060

Bed Clearance RD= 0+000 To 0+204 Bed Clearance RD= 0+923 To 1+020 Bed Preparation RD = 0+000 To 0+204 Bed Preparation RD =0+923 To 1+020 2 MW-2/1 904-R 32 06 27.6 0 70 18 11.1 Tank 204 816 1020 18 2 2 4 1 882275 204 204 157 170 0 141572 Sand Bed RD = 0+005 To 0+030 then 0+033 97 97 300 0 0 101458 Emabnkment Pad Formation RD =0+330 To 0+630 243,030 262,472 5 13,124 275,596 To 0+165 PCPL RD = 0+005 To 0+030 then 0+033

Channel Excavation RD =0+232 To 0+360,0+420 To 3 MW-3/1 1539-R 32 06 30.6 0 70 18 33.9 Tank 232 928 1160 22 2 2 2 1 921127 0 0 0 0 0 0 0 0 0 548 0 14960 14,960 16,157 5 808 16,965 0+840.

Bed Clearance RD= 0+00 To 0+000 Bed Preparation RD = 0+00 To 0+000 4 MW-4/1 2635-R 32 06 53.7 0 70 19 0.57 Tank 218 872 1090 20 2 1 2 1 889456 0 0 198 215 0 145041 Sand Bed RD = 0+004 To 0+202 00 0 0 0 0 145,041 156,644 5 7,832 164,476 PCPL RD =0+004 To 0+202

Channel Excavation RD =0+288 To 0+720,0+840 to 5 MW-5/1 3645-R 32 07 14.9 0 70 19 35.2 Tank 288 1122 1410 26 2 2 1 1 1088619 0 0 0 0 0 0 0 0 0 732 0 20928 20,928 22,602 5 1,130 23,732 0+960,1+080 to 1+200,1+320 to 1+380.

Channel Excavation RD =0+450 To 1+650 6 MW-6/1 4675-R 32 07 36.5 0 70 20 05.1 Tank 330 1320 1650 30 2 2 1 1 1258977 0 0 0 0 0 0 0 0 0 1200 0 34832 34,832 37,619 5 1,881 39,499

Sand Bed RD = 0+005 To 0+150 7 MW-7/1 5551-R 32 07 54.9 0 70 25 30.6 Tank 332 1325 1657 30 2 2 2 1 1664094 0 0 145 158 0 170934 00 0 0 0 0 170,934 184,609 5 9,230 193,839 PCPL RD =0+005 To 0+150

Emabnkment Pad Formation RD =0+360 To 0+480 8 MW-8/1 6556-R 32 08 15.9 0 70 20 59.9 Tank 240 960 1200 23 4 2 2 1 1872378 0 0 0 0 0 0 0 0 1200 960 0 333133 Channel Excavation RD =0+240 To 1+200 333,133 359,784 5 17,989 377,773

Bed Preparation RD =0+980 To 1+290 Sand Bed RD = 0+205 To 0+235 Emabnkment Pad Formation RD =0+360 To 0+480 9 MW-9/1 7409-R 32 08 27.8 070 21 28.2 Tank 258 1032 1290 25 3 2 1 1 2023123 0 0 33 30 0 34419 PCPL RD =0+205 To 0+235 0 310 120 570 0 311452 Channel Excavation RD =0+480 To 0+720,0+960 to 345,871 373,541 5 18,677 392,218 1+290

Emabnkment Pad Formation RD =1+150 To 1+230 14 MW-5/2 6044-R 32 07 05.5 070 21 29.8 Tank 260 1040 1300 24 2 2 1 1 1050990 0 0 0 0 0 0 0 0 80 0 0 39573 39,573 42,739 5 2,137 44,876

Bed Clearance RD= 1+497 To 2+369 15 MW-6/2 7130-R 32 07 21.2 070 22 07.1 Tank 534 2136 2670 46 3 2 1 1 2771703 0 534 0 0 0 44364 Bed Preparation RD = 0+000 To 0+534 872 0 1656 0 0 910267 Emabnkment Pad Formation RD =0+534 To 0+690 & 954,631 1,031,001 5 51,550 1,082,552 RD 0+900 TO 2+400

Emabnkment Pad Formation RD =0+542 To 1+675 & 16 MW-7/2 8107-R 32 07 35.1 070 22 40.5 Tank 542 2168 2710 48 4 2 1 1 3639861 0 542 0 0 0 114665 Bed Preparation RD = 0+000 To 0+542 0 0 1673 0 0 1228708 1,343,373 1,450,843 5 72,542 1,523,385 RD 1+860 To 2+400

Bed Clearance RD= 0+642 To 3+210 Bed Preparation RD =0+642 To 3+210 17 MW-8/2 8828-R Tank 642 2568 3210 56 5 2 1 1 2284531 0 0 0 0 0 0 2568 2568 1638 0 0 1096344 1,096,344 1,184,052 5 59,203 1,243,254 Emabnkment Pad Formation RD =0+642 To 1+875, RD 2+760 To 3+165 (2 layers)

Bed Clearance RD= 0+552 To 1+656 Bed Clearance RD= 0+000 To 0+552 Bed Preparation RD =0+552 To 1+575 18 MW-9/2 10095-R Tank 552 2208 2760 48 4 2 1 1 1856221 552 552 0 0 0 66434 1104 1023 438 0 0 287204 353,638 381,929 5 19,096 401,025 Bed Preparation RD = 0+000 To 0+552 Emabnkment Pad Formation RD =0+552 To 0+990

Bed Clearance RD= 0+000 To 0+420 Bed Clearance RD= 0+420 To 1+075 19 MW-10/2 12146-R Tank 420 1680 2100 36 3 2 3 1 900045 420 420 0 0 0 16791 655 670 0 0 0 32975 49,766 53,747 5 2,687 56,435 Bed Preparation RD = 0+000 To 0+420 Bed Preparation RD =0+420 To 1+090

Bed Clearance RD= 0+000 To 0+344 Bed Clearance RD= 0+344 To 1+334 20 MW-11/2 13195-R Tank 344 1376 1720 32 2 2 1 1 787925 344 344 0 0 0 13656 990 1100 0 0 0 62455 76,111 82,200 5 4,110 86,310 Bed Preparation RD = 0+000 To 0+344 Bed Preparation RD =0+344 To 1+444

Total 0 0 0 0 7262 29015 36277 656 60 45 35 23 29909328 1520 2596 533 573 0 747876 0 6952 6434 7105 4010 0 4509615 - 0 0 0 0 0 0 0 5,257,491 5,678,090 283,905 5,961,995 Package-XII

Bed Clearance RD 0+656 To 3+280 2 MW-2/5 1890-L DIKhan/Kulachi 656 2624 3280 58 4 2 2 1 3703037 656 0 0 0 0 24948 Bed Clearance RD 0+000 To 0+656 2624 2624 1666 0 0 1191722 Bed Preparation RD 0+656 To 3+280 0 0 0 0 0 0 0 1,216,670 1,314,004 3 39,420.11 1,353,424 Emabnkment Formation RD 0+656 To 2+322

Bed Clearance RD 0+540 To 0+560 3 MW-3/5 2724-R 32 02 56.7 070 20 50.1 DIKhan/Kulachi 560 2240 2800 51 2 1 1 1 3618737 20 20 0 0 0 4092 0 0 0 0 0 0 0 0 0 0 0 0 0 4,092 4,419 3 132.58 4,552 Bed Preparation RD 0+540 to 0+560

Bed Clearance RD 0+000 To 0+548 4 MW-4/5 2824-L 32 02 53.7 070 20 49.8 DIKhan/Kulachi 532 2128 2660 47 3 2 0 1 3837446 548 548 0 0 0 75579 0 0 0 0 0 0 0 0 0 0 0 0 0 75,579 81,625 3 2,448.76 84,074 Bed Preparation RD 0+000 to 0+548

Bed Preparation RD 0+330 to 0+401 Bed Preparation RD not verified 0+490-0+500 5 MW-5/5 3789-L 32 02 22.3 070 20 46.9 DIKhan/Kulachi 490 1960 2450 42 2 2 1 1 2328350 0 71 71 77 0 95563 Sand Bed RD 0+330 to RD 0+401 0 0 0 0 0 282 0 0 0 0 0 0 0 95,845 103,513 3 3,105.38 106,618 PCPL RD 0+330 to RD 0+401

Bed Clearance RD not verified Bed Preparation RD 0+300 to 0+624 Channel Excavation RD 0+624 To 2+914 6 MW-6/5 4815-L 32 01 51.1 070 20 33.6 DIKhan/Kulachi 624 2496 3120 54 3 2 2 1 3407448 0 324 276 300 0 438924 Sand Bed RD 0+300 to RD 0+576 0 0 0 2290 0 123926 0 0 0 0 0 0 0 562,850 607,878 3 18,236.34 626,114 PCPL RD 0+300 to RD 0+576 BE Filling not verified Bed Clearance RD 0+000 to RD 0+664 7 MW-7/5 5889-L 32 01 17.7 070 20 23.2 DIKhan/Kulachi 664 2656 3320 58 2 0 0 1 3467115 664 330 0 0 0 101175 0 0 0 2450 0 124311 Channel Excavation RD 0+664 To 3+114 0 0 0 0 0 0 0 225,486 243,525 3 7,305.75 250,831 Bed Preparation RD 0+000 to RD 0+330

Bed Clearance RD 3+234 To 3+314 Bed Clearance RD 0+000 to RD 0+584 8 MW-8/5 6892-L 32 00 45.3 070 20 19.3 DIKhan/Kulachi 684 2736 3420 59 2 2 1 1 3359204 584 584 0 0 0 24527 80 80 802 0 0 353683 Bed Preparation RD 3+234 To 3+314 0 0 0 0 0 0 0 378,210 408,467 3 12,254.00 420,721 Bed Preparation RD 0+000 to RD 0+584 Emabnkment Formation RD 2+512 To 3+314

9 MW-9/5 7985-L 32 00 10.1 070 20 15.1 DIKhan/Kulachi 732 2928 3660 63 2 2 1 1 3520423 732 0 0 0 0 27981 Bed Clearance RD 0+000 to RD 0+732 0 0 0 0 0 0 0 0 0 0 0 0 0 27,981 30,219 3 906.58 31,126

Bed Clearance RD 0+000 to RD 0+692 10 MW-10/5 10001-L 31 59 06.8 070 19 58.9 DIKhan/Kulachi 692 2768 3460 61 2 2 1 1 3397228 692 692 0 0 0 25843 0 0 0 0 0 0 0 0 0 0 0 0 0 25,843 27,910 3 837.31 28,748 Bed Preparation RD 0+000 to RD 0+692

Bed Clearance RD 0+574 To 2+870 Bed Clearance RD 0+000 to RD 0+574 11 MW-11/5 10971-L DIKhan/Kulachi 574 2296 2870 50 2 2 5 1 3170561 574 574 0 0 0 22132 2296 2296 2000 0 0 1353566 Bed Preparation RD 0+574 To 2+870 0 0 0 0 0 0 0 1,375,698 1,485,754 3 44,572.62 1,530,326 Bed Preparation RD 0+000 to RD 0+574 Emabnkment Formation RD 0+574 To 2+574

Bed Clearance RD 0+602 To 2+910 Bed Clearance RD 0+000 to RD 0+602 12 MW-12/5 11013-L DIKhan/Kulachi 602 2408 3010 52 3 2 1 1 2925483 602 602 0 0 0 218340 2308 2308 2308 0 0 1396968 Bed Preparation RD 0+602 To 2+910 0 0 0 0 0 0 0 1,615,308 1,744,533 3 52,335.98 1,796,869 Bed Preparation RD 0+000 to RD 0+602 Emabnkment Formation RD 0+602 To 2+910

Bed Clearance RD 0+200 To 1+000 13 MW-13/5 12712-L DIKhan/Kulachi 200 800 1000 20 2 1 1 1 913456 200 0 0 0 0 6730 Bed Clearance RD 0+000 to RD 0+200 800 800 768 0 0 342139 Bed Preparation RD 0+200 To 1+000 0 0 0 0 0 0 0 348,869 376,779 3 11,303.36 388,082 Emabnkment Formation RD 0+200 To 0+968 Total - - - - 7010 28040 35050 615 29 20 16 12 37648488 5272 3745 347 377 0 1065834 - 8108 8108 7544 4740 0 4886597 - 0 0 0 0 0 0 0 5,952,431 6,428,625 192,859 6,621,484 Grand Total 16,227,062 16,622,142 - 612,226 17,234,368

NESPAK REPLY TO HPK OBSERVATIONS ON ADVANCE LIQUIDATION OF 38 WATERCOURSES Cost as NESPAK/PIU Response Water Paid work done as per certified IPC Social Observations/ S. District/ per Date Technical Environmental course Suggestions No Tehsil Lining Section Earthen section BoQ Visited Observations Observations Social Observations/ No. Technical Environmental (PKR) Suggestions Observations Observations

PACKAGE‐III 1 MW‐ DI Khan Embankment 748,056 07‐12‐  Work done  Damaged PCPS  WUAs were inactive, not  OK  Works are in-progress.  During survey and design WUA 23/6 /Kulachi Formation RD 2018 paid in IPC is debris and leftover consulted in survey and Moreover there is wheat crop was not reported formed. =0+712 to 1+668 executed and construction design of watercourse as in the fields. Damaged PCPS However during construction confirmed at material aggregates well as in construction debris and leftover WUs are being consulted. site. and sand observed phase. construction material at watercourse  WUAs comprised observed at site shall be  SMC to reply RDs, conveniently available removed and disposed off 0+100,0+240,0+30 landowners without process just after wheat harvesting. 0 of social mobilization and

,0+590 need participation of all Irrigators. disposal at The SMC shall provide

designated places methodology for re‐

with disposal record activation of WUAs. plan and  SMC may ensure photographs. coordination of WUAs with  Borrow areas construction contractor found un‐ restored (applicable to all visited  Borrow areas shall be restored  SMC to reply on left side at two watercourses) after wheat harvesting. At this (applicable to all watercourses time machinery movement is different RDs visited by HPK) difficult due to wheat crop in 1+800 and 2+200. the field. Contractor and DSC staff is advised to restore both the borrow areas and share its complete record as outlined in EMMP.

2 MW‐ DI Khan Bed Clearance Bed Clearance RD= 1,001,22 07‐12‐  Under size  Some of borrow  PCPL segment are installed  Remaining borrow areas shall 24/6 /Kulachi RD= 0+00 to 0+688 to 5 2018 segments not as areas at RDs according to approved design be restored after wheat 0+688 2+800 per approved 0+610,1+100,1+50 attached with the bidding harvesting. At this time Bed Preparation Bed Preparation RD design installed 0 document. machinery movement is RD = 0+688 to 2+800 i‐e , partially restored difficult due to wheat crop in the field. = 0+00 to 0+688 (0.67x0.48x0.91) while one borrow

Sand Bed RD = installed in place area at RD 1+900 of is completely un‐ 0+500 To 0+688 (0.76x0.53x0.91) restored. PCPL RD =  Contractor and DSC 0+500 To 0+688 Sand bed under staff is advised to PCPL segments  Sand bed was not checked fully restore all the found missing. from RD 0+500 To 0+688. It borrow areas and was checked other than share its complete verified reach yet not paid to record with the Contractor. However it photographs as outlined in shall be ensured at site and can be checked at FCR. EMMP.

 Proper Jointing  Contractor is advised to of PCPS panels ensure PCPS jointing that can need to be done be verified at final completion.

NESPAK REPLY TO HPK OBSERVATIONS ON ADVANCE LIQUIDATION OF 38 WATERCOURSES Cost as NESPAK/PIU Response Water Paid work done as per certified IPC Social Observations/ S. District/ per Date Technical Environmental course Suggestions No Tehsil Lining Section Earthen section BoQ Visited Observations Observations Social Observations/ No. Technical Environmental (PKR) Suggestions Observations Observations

3 MW‐ DI Khan Bed Clearance Bed Clearance RD= 157,964 07‐12‐  Bed clearance  No work executed  While resuming construction  OK 25/6 /Kulachi RD= 0+00 to 0+622 To 2018 done has become at watercourse activities at site bed clearance 0+622 3+110 undistinguishabl MW 25/6, shall be redone. e as vegetation contractor told has grown again that bed clearance as farmers have was done but cultivated wheat found invisible crop at the during site visit. planned No environmental route of the issue observed at watercourse. Need Site. to be redone

4 MW‐ DI Khan Bed Clearance Bed Clearance RD= 109,856 07‐12‐  Bed clearance  Only bed  While resuming construction  OK 26/6 /Kulachi RD= 0+00 to 0+594 To 2018 done has become clearance is done activities at site bed clearance 0+594 1+500 undistinguishabl at watercourse shall be ensured to be redone e as vegetation MW 26/6. No by the Contractor. has grown again environmental as farmers have issue observed. cultivated wheat crop at the planned route of the watercourse. Need to be redone.

5 MW‐ DI Khan Bed Preparation Bed Preparation RD 481,551 07‐12‐  PCPS lining  Damaged PCPS  For the verified reach RD  Works are in-progress. 28/6 /Kulachi RD =1+00 To 2018 bed levels debris at RDs, 0+270 to 0+550 design bed Moreover there is wheat crop =0+280 to 0+550 1+200 changing 0+020, 0+130 and levels are maintained. in the fields. Damaged PCPS Sand Bed RD = unevenly as 0+450, observed Uneven observed bed levels debris and leftover 0+270 to 0+550 observed need disposal at were due to some broken construction material PCPL RD designated places segments, not verified, observed at site shall be =0+270 to 0+550 with disposal installed at site. However removed and disposed off record plan and bed levels as per design can just after wheat harvesting. photographs. be ensured at FCR  Remaining borrow areas shall  PCPL segments  Borrow area  Contractor is advised to be restored after wheat joints not done observed partially ensure PCPS jointing that can harvesting. At this time properly. restored at RD be checked at FCR stage. machinery movement is 0+120, Contractor difficult due to wheat crop in and the field. DSC staff is advised to fully restore the areas and share its complete record as outlined in EMMP.

NESPAK REPLY TO HPK OBSERVATIONS ON ADVANCE LIQUIDATION OF 38 WATERCOURSES Cost as NESPAK/PIU Response Water Paid work done as per certified IPC Social Observations/ S. District/ per Date Technical Environmental course Suggestions No Tehsil Lining Section Earthen section BoQ Visited Observations Observations Social Observations/ No. Technical Environmental (PKR) Suggestions Observations Observations

6 MW‐ DI Khan Bed Preparation Bed Clearance RD= 1,207,33 12‐12‐  Damaged  Debris of damaged  The Contractor is advised to  Works are in-progress. 29/6 /Kulachi RD 0+516 To 5 2018 earthen pad at segments observed rectify damaged earthen pad Moreover there is wheat crop = 0+00 to 0+516 1+616 RD 0+840 and at watercourse RD by the farmers at RD 0+840 in the fields. Damaged PCPS Sand Bed RD = Bed Preparation RD 0+952 needs 0+270. Contractor and 0+952 for irrigation debris and leftover 0+000 to 0+478 = 0+516 To 1+566 rectification. is advised to clear purposes. This can be construction material PCPL RD = the site by ensured at FCR. observed at site shall be 0+000 to 0+478 disposing the removed and disposed off  PCPL segments debris in  Contractor is advised to just after wheat harvesting. joints not done designated disposal ensure proper PCPS jointing. properly. area. The same can be checked  Borrow areas while conducting FCR  Borrow areas shall be restored observed un‐ verification. after wheat harvesting. At this restored at RDs time machinery movement is 1+100 ,1+500 and difficult due to wheat crop in 1+650, Contractor the field. and DSC staff is advised to fully restore the borrow areas and share its complete record as outlined in EMMP. 7 MW‐ DI Khan Bed Preparation 273,519 12‐12‐  PCPL segments  Debris of the  Contractor is advised to  Works are in-progress. 30/6 /Kulachi RD 2018 joints not done damaged ensure proper PCPS jointing. Moreover there is wheat crop = 0+00 to 0+516 properly Segments observed The same can be checked in the fields. Damaged PCPS Sand Bed RD = at two RDs, 0+193 while conducting FCR debris and leftover 0+300 to 0+461 ,0+255, Contractor verification. construction material PCPL RD = is advised to clear observed at site shall be 0+300 to 0+461 the site by removed and disposed off disposing the debris just after wheat harvesting. in designated dispoal area.  A borrow area at  Borrow areas shall be restored RD 0+400 found after wheat harvesting. At this un‐retored, time machinery movement is Contractor and difficult due to wheat crop in DSC staff is the field. advised to restore the area and share its complete record as outlined in EMMP. 8 MW‐ DI Khan Bed Preparation Bed Clearance RD= 564,334 15‐12‐  Debris of the  PCPL segment of size  Works are in-progress.  Under size 31/6 /Kulachi RD 1800 To 2018 damaged segments (0.67mx0.48mx0.92m) is Moreover there is wheat crop = 0+384 to 2+040 segments not as observed at two installed as designed and in the fields. Damaged PCPS per approved 0+402 Embankment RDs, 0+100, attached with the bidding debris and leftover design installed Sand Bed RD = Formation RD 0+165, Contractor document. construction material i‐e 0+384 to 0+402 =0+408 to 1+940 is advised to clear observed at site shall be PCPL RD = Channel Excavation (0.67x0.48x0.91) the site by removed and disposed off 0+384 to 0+402 RD = 0+408 to 1758 installed in place disposing the just after wheat harvesting. of debris in (0.76x0.53x0.91) designated dispoal  Contractor is advised to  PCPL segments area. ensure proper PCPS jointing joints not done  Borrow areas and this can be checked the  Remaining borrow areas shall properly observed partially time of final completion. be restored after wheat  Earthen channel restored at RD  Earthen channel excavation harvesting. At this time excavation not 0+180 and un‐ RD = 0+408 to 1758 paid machinery movement is found at site restored at RDs found at site. Earthen difficult due to wheat crop in from RD 1+840 0+425, 0+580 and channel excavation RD the field. to 1+932 as paid 1+840 to 1+932 yet not paid

NESPAK REPLY TO HPK OBSERVATIONS ON ADVANCE LIQUIDATION OF 38 WATERCOURSES Cost as NESPAK/PIU Response Water Paid work done as per certified IPC Social Observations/ S. District/ per Date Technical Environmental course Suggestions No Tehsil Lining Section Earthen section BoQ Visited Observations Observations Social Observations/ No. Technical Environmental (PKR) Suggestions Observations Observations

in IPC 0+600, required to the contractor.  Earthen channel restoration with  Earthen channel excavation from photographic excavation from RD RD 1+438 to evidence. 1+438 to 1+526 (88m) not 1+526 not as as per design now has per design. been rectified.  Distributary  The PIU has officially outlet found approached Provincial broken/damage d Irrigation Department (PID) need for rectification of damaged rectification outlet. 9 MW‐ DI Khan Bed Preparation 41,982 12‐12‐  PCPL panels  Debris of  Contractor is advised to  Works are in-progress. 32/6 /Kulachi RD 2018 jointing with damaged ensure proper PCPS jointing. Moreover there is wheat crop = 0+362 to mortar not done segments This can be checked at final in the fields. Damaged PCPS 0+386 properly. observed at RD completion. debris and leftover Sand Bed RD =  Watercourse 0+020 and an un‐  Outlets are constructed by construction material 0+362 to 0+386 alignment was restored borrow PID. The watercourse is observed at site shall be PCPL RD = not in pit at RD 0+350. aligned in accordance with removed and disposed off 0+362 to 0+386 compatibility Contractor and Engineering Chakbandi. just after wheat harvesting. matching with DSC staff is Borrow areas shall be restored the distributary advised to clear after wheat harvesting. At this outlet. the site and time machinery movement is restore the borrow difficult due to wheat crop in area as the field. per EMMP.

10 MW‐ DI Bed Preparation 431,318 12‐  Work done paid  Labor observed  OK  Contractor is advised to ensure 11/7 Khan RD = 0+338 to 12‐ in IPC is without PPE’s at use of PPEs by the workers at /Kul 1+678 2018 executed and watercourse MW site. achi Embankment confirmed at site. 11/7.  Pad Formation  Borrow areas Borrow areas shall be restored found un‐ after wheat harvesting. At this RD 0+338 to time machinery movement is 1+678 restored on both left and right difficult due to wheat crop in sides of the field. watercourse at RD 0+560. A trench is created on left side of watercourse at RD 0+996.Borrow areas are partially restored on both right and left sides of watercourse at RD 1+200.Borrow area is not restored on right side at tail end of the Watercourse. PACKAGE‐X 1 MW‐ Tank Bed Clearance RD= 35,326 06‐12‐  Work done as  Preparation of  WUAs were inactive, not  OK  Only bed preparation was  During survey and design WUA 1/1 0+234 To 2018 per paid IPC is earthen pad at consulted in survey and completed. Pad formation was was not reported formed. 0+900 executed and start reach was design of as well as in just initiated and stopped after However during construction Bed Preparation RD confirmed at initiated by the construction phase. dumping some earth material. WUs are being consulted.

NESPAK REPLY TO HPK OBSERVATIONS ON ADVANCE LIQUIDATION OF 38 WATERCOURSES Cost as NESPAK/PIU Response Water Paid work done as per certified IPC Social Observations/ S. District/ per Date Technical Environmental course Suggestions No Tehsil Lining Section Earthen section BoQ Visited Observations Observations Social Observations/ No. Technical Environmental (PKR) Suggestions Observations Observations

=0+234 To site. Contractor.  WUAs comprised The Contractor has been 0+900 Dumped earth conveniently available advised to identify borrow  SMC to reply material observed lndowners without process areas and get it approved by at site without the of social mobilization and DSC on resumption of work. borrow area participation of all identification / Irrigators. The SMC shall documentation. provide methodology for re‐ activaion of WUAs.

 SMC may ensure coordination of WUAs with construction contractor(applicable to all  SMC to reply visited (applicable to all watercourses watercourses ) visited by HPK) 2 MW‐ Tank Bed Clearance Bed Clearance RD= 243,03 06‐12‐2  Total length as  Clearing of debris  The Contractor has completed  There is wheat crop in the 2/1 RD= 0+000 To 0+923 To 0 018 measured on of the damaged 20m short length at site that fields. Damaged PCPS debris 0+204 1+020 site was found PCPS from can be ensured at final and leftover construction Bed Preparation Bed Preparation RD 20m less than agriculture fields at completion material observed at site shall RD =0+923 To required. watercourse RD be removed and disposed off

= 0+000 To 1+020 0+115 required. just after wheat harvesting.

Embankment Pad  Sand bed under  A borrow area at  EMMP compliance report is 0+204  Sand was found but not in Formation RD PCPS found RD 0+900 has submitted to PIU. Sand Bed RD = accordance with design width =0+330 To missing been restored by 0+005 To 0+030 and thickness. However 0+630 contractor; then 0+033 To however no Contractor is advised to 0+165 record shared with ensure proper sand cushion PCPL RD = under PCPL as per design A‐E Contractor. requirement that can be 0+005 To 0+030 ensured at FCR. then 0+033 To  Broken/damaged  The Contractor is advised to segments from 0+165 replace broken /damaged RD 0+111 to PCPL segments while for 0+122 needs machinery crossing. The replacement. same can be checked at FCR.  The Contractor is advised to  Damaged rectify damaged earthen pad earthen pad need by the farmers for irrigation rectification. purposes from RD 0+401 to From RD 0+401 0+415. This can be checked to 0+415 at FCR. earthen pad was found damaged and need rectification. 3 MW‐ Tank Channel Excavation 14,960 06‐12‐20  Excavated  Clearing debris of  The Contractor is advised to  There is wheat crop in the 3/1 RD 18 channel from the damaged remove loose material from fields. Damaged PCPS debris =0+232 To RD 0+242 to Segments observed the excavated channel from and leftover construction 0+360,0+420 To 0+958 found at watercourse RD RD 0+242 to 0+958. This material observed at site shall 0+840. partially re‐ 0+100 required. was done by the adjoining be removed and disposed off filled with farmer while making his field just after wheat harvesting. loose material cultivable. However this can  Borrow areas shall be restored need  A borrow area at be checked at FCR. after wheat harvesting. At this rectification start RD of the time machinery movement is  From RD 0+324 watercourse has  This is burning issue, the difficult due to wheat crop in to 0+359 earthen been restored by farmers are diverting the fields. water into just excavated channel inner side contractor, however no channel more than was found record shared with designed capacity and in damaged due to this way are damaging A‐E Contractors, excess water newly constructed / while a released by excavated channels.

NESPAK REPLY TO HPK OBSERVATIONS ON ADVANCE LIQUIDATION OF 38 WATERCOURSES Cost as NESPAK/PIU Response Water Paid work done as per certified IPC Social Observations/ S. District/ per Date Technical Environmental course Suggestions No Tehsil Lining Section Earthen section BoQ Visited Observations Observations Social Observations/ No. Technical Environmental (PKR) Suggestions Observations Observations

farmers need Borrow area at RD Damage being on part of restoration. 0+600 found farmers, the Contractor un‐restored. is reluctant to carry out rectification / restoration. However the damaged portion shall be rectified by mobilizing WUA through TF. 4 MW‐ Tank Sand Bed RD = 145,04 06‐12‐20  From RD 0+169  Borrow area along  Although these segments  Remaining borrow areas shall 4/1 0+004 To 1 18 to 0+185 and distributary no 01 were damaged by the farmers, be restored after wheat 0+202 PCPL 0+205 PCPS near watercourse however the Contractor has harvesting. At this time RD panels were MW 4/1 has been been advised to replace machinery movement is =0+004 To found damaged restored by the damaged PCPL segments difficult due to wheat crop in 0+202 need contractor, part of from RD 0+169 to 0+185 the fields. replacement. the borrow area is and 0+205. The same can be still un‐leveled, ensured at FCR.

however the

contractor

informed they have not disturbed this particular area, while, Two adjacent borrow areas at RD 0+300 found un‐restored. No record of borrow areas is shared with A‐E Contractors.

 Concrete debris

were observed at at

RD 0+000 and 0+030, Contractor is advised to clear  Contractor was advised to the site, collect the collect and dispose off debris and observed debris. He has dispose‐off in reported compliance. designated disposal point 5 MW‐ Tank Channel Excavation 20,928 11‐12‐20  Work done  Debris of the  OK  Contractor was advised to 5/1 RD 18 paid in IPC is damaged segments collect and dispose off =0+288 To executed and observed at RD observed debris. He has 0+720,0+840 to confirmed at 0+120 and 0+295 reported compliance. site. required clearing. 0+960,1+080 to Leftover sand 1+200,1+320 to material also 1+380 observed at watercourse RD 0+290 required cleaning.   Borrow area at Remaining borrow area shall tail end found be restored after wheat harvesting. At this time restored however, a machinery movement is borrow pit at difficult due to wheat crop in watercourse RD the fields. 0+400 needs restoration.

NESPAK REPLY TO HPK OBSERVATIONS ON ADVANCE LIQUIDATION OF 38 WATERCOURSES Cost as NESPAK/PIU Response Water Paid work done as per certified IPC Social Observations/ S. District/ per Date Technical Environmental course Suggestions No Tehsil Lining Section Earthen section BoQ Visited Observations Observations Social Observations/ No. Technical Environmental (PKR) Suggestions Observations Observations

6 MW‐ Tank Channel Excavation 34,832 11‐12‐20  From RD 0+330  Borrow area is  This is done by the farmers  OK 6/1 RD 18 to 0+512 earthen not restored at while diverting water more =0+450 To 1+650 channel inner watercourse RD than designed capacity into slope was found 0+100,another just excavated channel. damaged borrow area at Damage being on part of rectification RD 0+120 found farmers, the Contractor is required. un‐ restored. reluctant to carry out rectification / restoration. However, Both However proper rectification contractor and a of damaged portion shall be local person, ensured by WUA through Imran S/O Aziz SMC.

khan informed  Excavated that this particular  The Contractor is advised earthen channel area was used for to remove filled loose was observed construction of material from the refilled from RD distributary no excavated channel from 0+830 to 1+200. 01. RD 0+830 to 1+200.  Borrow areas This was done by the found partially adjoining farmer while restored at RD making his field  Contractor is advised to 0+500 and 0+800. cultivable. The same can completely restore borrow  Debris of be ensured at FCR. located around RD 0+500 and  Excavated damaged 0+800. earthen channel Segments observed  On resumption of work the dimension as at RD 0+200 and design dimensions shall be  Contractor was advised to observed were 0+300 ensured that can be checked collect and dispose off more than the required clearing. at FCR. observed debris. He has design reported compliance. parameters. 7 MW‐ Tank Sand Bed RD = 170,93 11‐12‐20  From RD 0+029  Debris of the  Contractor is advised to  Contractor was advised to 7/1 0+005 To 4 18 to 0+041PCPL damaged segments remove buried earth material collect and dispose off 0+150 PCPL segments found found at RD 0+140 from the channel RD 0+029 observed debris. He has RD buried under soil required clearing. to 0+041.This can be reported compliance. =0+005 To for temporary  Borrow area not verified at completion.

0+150 crossing. restored at RD  Watercourse 0+500.The subject  From RD 0+000 to 0+240,  Borrow area shall be restored FSL is lower area is under crop the command area cannot be after wheat harvesting. At this than the adjacent now. Contractor is irrigated without extra effort time machinery movement is command area. advised to restore of land leveling. The area is difficult due to wheat crop in the borrow area above disty top level. the fields. with prior consent Minimum permissible design of parameters are already land owner adopted. 8 MW‐ Tank Embankment Pad 333,13 11‐12‐20  Earthen section  An un-restored  This is done by the farmers  OK 8/1 Formation RD 3 18 found damaged borrow area on left while diverting water more =0+360 To at some locations side at RD 0+080 than designed capacity into 0+480 need of the watercourse just excavated channel. Channel Excavation rectification. not owned by the Damage being on part of RD construction farmers, the Contractor is reluctant to carry out =0+240 To 1+200 contractor. He informed that the rectification / restoration. borrow area was However proper rectification earlier used during of damaged portion shall be construction of ensured by WUA through SMC. distributary No 1. Borrow area at RD 0+500 found restored.

NESPAK REPLY TO HPK OBSERVATIONS ON ADVANCE LIQUIDATION OF 38 WATERCOURSES Cost as NESPAK/PIU Response Water Paid work done as per certified IPC Social Observations/ S. District/ per Date Technical Environmental course Suggestions No Tehsil Lining Section Earthen section BoQ Visited Observations Observations Social Observations/ No. Technical Environmental (PKR) Suggestions Observations Observations

9 MW‐ Tank Sand Bed RD = Bed Preparation RD 345,87 11‐12‐20  Work done as  Debris of  OK  There is wheat crop in the 9/1 0+205 To =0+980 To 1 18 per paid IPC is damaged fields. Damaged PCPS debris 0+235 PCPL 1+290 executed and segments and leftover construction RD Emabnkment Pad confirmed at observed at RD material observed at site shall =0+205 To Formation RD site. 0+020 required be removed and disposed off 0+235 =0+360 To clearinng. just after wheat harvesting. 0+480  Remaining borrow areas shall Channel Excavation be restored after wheat RD  A borrow area harvesting. At this time =0+480 To found restored at machinery movement is RD 0+800 and difficult due to wheat crop in 0+720,0+960 to another un‐ the fields. 1+290 restored at tail end of the watercourse. 10 MW‐ Tank Embankment Pad 39,573 17‐12‐20  Pad formation  Borrow areas  Pad formation (from RD  Borrow areas shall be restored 5/2 Formation RD 18 (from RD 1+140 observed un‐ 1+140 to 1+260) is now after wheat harvesting. At this =1+150 To to 1+260) not restored at RD executed at site that can be time machinery movement is 1+230 executed at site. 0+750,1+000 and checked at FCR. difficult due to wheat crop in 1+130 on left side. the fields. Contractor and DSC staff is advised to restore all borrow areas and share its completed record as per EMMP. 11 MW‐ Tank Bed Preparation Bed Clearance RD= 954,63 17‐12‐20  Pad formation  Borrow areas  Pad formation paid in IPC  Observed un-restored borrow 6/2 RD 1+497 To 1 18 paid in IPC from observed un‐ from RD =0+534 To areas shall be restored after = 0+000 To 2+369 RD 2+422 to restored at RD 0+690 then 0+900 to 2+400 wheat harvesting. At this time 0+534 Embankment Pad 2+670 is not 0+500, 0+620, is executed at site (see machinery movement is executed at site. difficult due to wheat crop in Formation RD 1+000,1+200,1+800 column 5)  Earthen pad the fields. =0+534 To on left side and RD  was observed This is burning issue, the 0+690 then 2+000,2+100 farmers are making cuts damaged/cut by 0+900 to 2+400 and 2+400 on right /damaging earthen pad for the farmers for side of the irrigation water crossing. As temporary watercourse. damage is on part of farmers, water crossing Contractor and DSC the Contractor is showing at RDs 0+093, staff is advised to hesitation for rectification / 0+153, 0+225, restoration. However proper restore all borrow 0+330, 0+760, rectification of damaged 0+856 and areas and share its portion shall be ensured by 0+884 need completed record as WUA through SMC. rectification. per EMMP.  From RD 1+364  Top layer of observed to 1+650 and reaches not paid to the 1+876 to 1+941 Contractor. top layer compaction of earthen pad observed loose proper compaction required. 12 MW‐ Tank Bed Preparation Embankment Pad 1,343, 17‐12‐20  Earthen pad  Borrow areas are  On resumption of work the  Observed un-restored borrow 7/2 RD Formation RD 373 18 width checked not restored at RD design dimensions shall be areas shall be restored after = 0+000 To =0+542 To at RD 1+232 0+285 on both ensured that can be verified wheat harvesting. At this time 0+542 1+675, & and 1+258 was sides and at RD at completion. machinery movement is

1+860to 2+400 found less than 0+900, 1+200, difficult due to wheat crop in required (2.20 2+000,2+300 and the fields.

NESPAK REPLY TO HPK OBSERVATIONS ON ADVANCE LIQUIDATION OF 38 WATERCOURSES Cost as NESPAK/PIU Response Water Paid work done as per certified IPC Social Observations/ S. District/ per Date Technical Environmental course Suggestions No Tehsil Lining Section Earthen section BoQ Visited Observations Observations Social Observations/ No. Technical Environmental (PKR) Suggestions Observations Observations

m observed 2+400 on left side against 2.57 m) of the watercourse. Earth fill used for pad formation is composed of dry grass weeds and roots.

 Earthen pad  was observed This is burning issue, the damaged/cut by farmers are making cuts /damaging earthen pad for the farmers for irrigation water crossing. As temporary damage is on part of farmers, water crossing the Contractor is showing at RDs 0+180, hesitation for rectification / 0+217, 0+285, restoration. However proper 0+707, 0+808, rectification of damaged 0+984 and portion shall be ensured by 1+120 need WUA through SMC. rectification.

 Top layer of observed  From RD 0+555 reaches not paid to the to 0+610 and Contractor. 1+876 top layer compaction of earthen pad observed loose proper compaction required. 13 MW‐ Tank Bed Clearance RD= 1,096, 19‐12‐20  Work done  A borrow area  OK  OK 8/2 0+642 To 344 18 paid in IPC is already restored 3+210 executed and now under crop on Bed Preparation confirmed at right side of the

RD =0+642 To site. watercourse at RD 0+350.  Observed un-restored borrow 3+210  Borrow areas found areas shall be restored after Embankment Pad un‐restored at RDs wheat harvesting. At this time Formation RD machinery movement is =0+642 To 0+150, 1+400, 1+700 and 2+400 difficult due to wheat crop in 1+875 & 2+760 on left side and the fields. to 3+165 (2 RDs layers) 1+000,1+100,1+20 0 ,1+300,1+500, 1+800 and 2+000 on right side of the watercourse need restoration with proper record. 14 MW‐ Tank Bed Clearance Bed Clearance RD= 17‐12‐20  Work done  Borrow area at  OK  All observed un-restored 9/2 RD= 0+000 To 0+552 To 353,63 18 paid in IPC is RD 0+810 on left borrow areas shall be restored executed and side of the after wheat harvesting. At this 0+552 1+656 8 Bed Preparation Bed Preparation RD confirmed at watercourse found time machinery movement is RD =0+552 To site. un‐ restored. Here difficult due to wheat crop in = 0+000 To 1+575 shrubs are the fields. removed and Embankment Pad

NESPAK REPLY TO HPK OBSERVATIONS ON ADVANCE LIQUIDATION OF 38 WATERCOURSES Cost as NESPAK/PIU Response Water Paid work done as per certified IPC Social Observations/ S. District/ per Date Technical Environmental course Suggestions No Tehsil Lining Section Earthen section BoQ Visited Observations Observations Social Observations/ No. Technical Environmental (PKR) Suggestions Observations Observations

0+552 Formation RD water is standing =0+552 To now. 0+990  More borrow areas found un‐ restored at RDs 0+900, 1+000 and 1+380 on right side of the watercourse. Here the owner at the start RD was not willing for providing earth material from his land but contractor without his consent borrowed the material. Now the owner demands proper restoration of his land. 15 MW‐ Tank Bed Clearance Bed Clearance RD= 19‐12‐20  Bed clearance  Borrow area not  Bed Clearance RD 0+420  All observed un-restored or 10/2 RD= 0+000 To 0+420 To 49,766 18 and bed restored at RD to 1+075 and bed partially restored borrow preparation is 0+585, 1+050, areas shall be restored after 0+420 1+075 preparation RD 0+420 to Bed Preparation Bed Preparation RD short by 25m. 0+200, and 0+300, wheat harvesting. At this time 1+090 is now executed at RD =0+420 To while a machinery movement is site that can be checked at = 0+000 To 1+090  A borrow area difficult due to wheat crop in FCR. the fields. 0+420 found partially restored at RD 1+000 on right side of the watercourse. 16 MW‐ Tank Bed Clearance Bed Clearance RD= 76,111 19‐12‐20  Work done  A borrow pit  OK  All observed un-restored or 11/2 RD= 0+000 To 0+344 To 18 paid in IPC is observed on left partially restored borrow 0+344 1+334 executed and side of the areas shall be restored after Bed Preparation Bed Preparation RD confirmed at watercourse at wheat harvesting. At this time RD =0+344 To site. start RD required machinery movement is = 0+000 To 1+444 restoration. difficult due to wheat crop in the fields. 0+344 Similarly, borrow areas at RD 0+200 and 0+300 on right side and 0+900 on left side and RD 1+000 on right side of the watercourse need restoration. PACKAGE‐XII

1 MW‐ DI Khan Bed Clearance RD Bed Clearance RD 10‐12‐20  Earthen channel  Debris of the  WUAs were inactive, not  Earthen channel inner  There is wheat crop in the  During survey and design WUA 2/5 /Kulachi 0+000 To 0+656 To 1,216, 18 inner slope from damaged segments consulted in survey and slope from RD 1+379 to fields. Damaged PCPS debris was not reported formed. thrown in fields on design of watercourse as However during construction 0+656 3+280 670 RD 1+379 to 1+433 is damaged by the and leftover construction Bed Preparation RD 1+433 found right side of the well as in construction farmers by diverting / material observed at site shall WUs are being consulted. 0+656 To damaged needs watercourse at RD phase. flowing irrigation water be removed and disposed off 3+280 rectification 0+300 need  WUAs comprised more than design capacity just after wheat harvesting.  SMC to reply Embankment clearing. conveniently available in newly excavated

Formation RD  Trenches observed landowners without process channel. However  Yes, trenches observed on

0+656 To 2+322 on both sides of of social mobilization and Contractor is advised for both sides of the the watercourse at participation of all Irrigators. rectification that can be watercourse at RD 0+800

NESPAK REPLY TO HPK OBSERVATIONS ON ADVANCE LIQUIDATION OF 38 WATERCOURSES Cost as NESPAK/PIU Response Water Paid work done as per certified IPC Social Observations/ S. District/ per Date Technical Environmental course Suggestions No Tehsil Lining Section Earthen section BoQ Visited Observations Observations Social Observations/ No. Technical Environmental (PKR) Suggestions Observations Observations

RD 0+800. The SMC shall provide ensured at FCR.. but not on part of the  Loose earth  Borrow areas methodology for re‐  Backfilling is yet not paid. Contractor. backfilled in the found un‐ activation of WUAs. Payment of this activity shall  Observed borrow areas shall be lined and restored on both  SMC may ensure be recommended after proper restored after wheat harvesting.  SMC to reply earthen portion sides of coordination of WUAs with rectification by the Contractor At this time machinery (applicable to all watercourses is composed of watercourse at construction contractor movement is difficult due to visited by HPK) dry grass and RD 0+900 and (appplicable to all visited wheat crop in the field. foreign material 1+200 required watercourses). will need to be proper

redressed restoration. properly.   Embankment This is burning issue, the pad farmers are making cuts damaged/cut by /damaging earthen pad for irrigation water crossing. As the farmers for damage is on part of farmers, temporary the Contractor is showing water delivery hesitation for rectification / passsage at RD restoration. However proper 1+313 need rectification of damaged required portion shall be ensured by restoration WUA through SMC. /rectification.  Excavated  This is yet not recommended channel bed / verified for payment. elevations was However rectification will be noticed as 5cm ensured while conducting its down from the verification. designed bed levels checked at RD 2+160 and 2+220 respectively need to be rectified properly. 2 MW‐ DI Khan Bed Clearance RD 4,092 10‐12‐20  Work done  Only bed clearance  OK  OK 3/5 /Kulachi 0+540 To 18 paid in IPC is at about 20 meter 0+560 executed and was monitored and Bed Preparation confirmed at no environmental RD site. issue observed. 0+540 to 0+560 3 MW‐ DI Khan Bed Clearance RD 75,579 10‐12‐20  Work done  Construction work  OK  OK 4/5 /Kulachi 0+000 To 18 paid in IPC is stopped by the 0+548 executed and farmer as his land Bed Preparation confirmed at at the start of the RD 0+000 to site. watercourse left 0+548 un-commanded as a result of the submerged canal outlet. No walk through was made on this watercourse. 4 MW‐ DI Khan Bed Preparation Bed Preparation 95,845 10‐12‐20  PCPL segments  Debris of damaged  PCPL segments 70No. not  There is wheat crop in the 5/5 /Kulachi RD 0+330 to RD 0+490 to 18 paid in IPC not segments observed installed but lying at site at fields. Damaged PCPS debris 0+401 0+500 not verified yet installed / at RD 0+300 on the time of IPC verification observed at site shall be Sand Bed RD laid at site. the right side of the now have been installed that removed and disposed off 0+330 to RD watercourse can be ensured at FCR. just after wheat harvesting. required clearing. 0+401

NESPAK REPLY TO HPK OBSERVATIONS ON ADVANCE LIQUIDATION OF 38 WATERCOURSES Cost as NESPAK/PIU Response Water Paid work done as per certified IPC Social Observations/ S. District/ per Date Technical Environmental course Suggestions No Tehsil Lining Section Earthen section BoQ Visited Observations Observations Social Observations/ No. Technical Environmental (PKR) Suggestions Observations Observations

PCPL RD 0+300 to RD 0+401 5 MW‐ DI Khan Bed Preparation Channel Excavation 562,85 10‐12‐20  10m short of  Debris of  10m short PCPL paid  There is wheat crop in the 6/5 /Kulachi RD 0+300 to RD 0+624 To 2+914 0 18 length against damaged segments now have been fields. Damaged PCPS debris 0+624 paid PCPL segments were installed that can be observed at site shall be Sand Bed RD segments observed at left checked at FCR stage removed and disposed off 0+300 to RD found. side of the just after wheat harvesting. 0+576  Earthen portion watercourse at  OK – There was Rodhkohi PCPL RD 0+300 could not RD 0+120 and nulla. 0+235 required to RD 0+576 inspected as clearing. A BE Filling not there was no arrangement for small trench is verified crossing of created at RD existing earthen 0+110 of the channel due to watercourse on‐going need restoration. irrigation of field by farmers. 6 MW‐ DI Khan Bed Clearance RD Channel Excavation 13‐12‐20  Bed clearance  As informed by the  Bed clearance become un-  The Contractor is advised to 7/5 /Kulachi 0+000 to RD RD 0+664 To 3+114 225,48 18 done has contractor, one of distinguishale in start produce Agreement in this 0+664 become the borrow area reach of 350m shall be respect. 6 Bed undistinguisha made at redone and ensured on Preparation RD ble vegetation watercourse site resumption of work at has occurred now converted to site. 0+000 to RD again in start water storage pond 0+330 350 m reach as per demand of  Earth fill land owner.  Back earth filling along material used for Agreement need to PCPL segment yet not pad formation as be produced verified. During verification

observed was clearly showing clear material from weeds,

the consent of land dry grass and roots shall be not clear from weeds, dry grass owner. ensured.  Observed borrow areas shall be and roots.  Borrow area is not restored after wheat harvesting.  Yes, this is a major issue.  Excavated earthen restored on left At this time machinery Farmers are damaging newly channel inner side of the movement is difficult due to excavated channel while slopes were watercourse at RD wheat crop in the field. diverting water more than 3-5 observed damaged 1+186. Here some times of designed capacity. As shrubs are rooted due to excess damage is occurred on part of out as a result of water released by farmers not the Contractor, the borrowing soil the farmers from Contractor is reluctant to carry material. Another out rectification / restoration. existing Rud Kohi borrow area is also However proper rectification channel from RD not restored on left of damaged portion shall be 1+371 to 1+380, side at RD 1+581. ensured by WUA through RD 1+581 to Both required SMC. restoration. 1+585 , RD 1+984  to 2+066, RD  Borrow area Partially restored borrow area 2+113 to 2+195 partially restored shall be restored after wheat and RD 2+767 to on right side of the harvesting. At this time machinery movement is 2+802. Need watercourse at RD 2+185. The level difficult due to wheat crop in restoration. of borrowed the field. site is slightly down than the rest of field area required proper leveling and restoration.

NESPAK REPLY TO HPK OBSERVATIONS ON ADVANCE LIQUIDATION OF 38 WATERCOURSES Cost as NESPAK/PIU Response Water Paid work done as per certified IPC Social Observations/ S. District/ per Date Technical Environmental course Suggestions No Tehsil Lining Section Earthen section BoQ Visited Observations Observations Social Observations/ No. Technical Environmental (PKR) Suggestions Observations Observations

7 MW‐ DI Khan Bed Clearance RD Bed Clearance RD 378,21 13‐12‐20  Bed clearance  Walk through on  Bed clearance become un-  OK – Work is executed 8/5 /Kulachi 0+000 to RD 3+234 To 0 18 done has the watercourse distinguishable shall be 0+584 3+314 become was not made due redone and ensured on Bed Preparation Bed Preparation RD undistinguisha to route blockage resumption of work at RD 0+000 to RD 3+234 To ble as by natural tall site. 0+584 3+314 vegetation has grasses. Embankment developed Formation RD again. Need to 2+512 To 3+314 be redone. 8 MW‐ DI Khan Bed Clearance RD 27,981 13‐12‐20  Bed clearance  Only start section  Bed clearance become un-  No earth work reported 9/5 /Kulachi 0+000 to RD 18 done has approximately 200 distinguishable shall be through inspection request by 0+732 become meter of the redone and ensured on the Contractor. Upon receiving undistinguisha watercourse resumption of work at request, the borrow area(s) ble as observed where site. identified will be approved and vegetation has earth material record shared. developed again dumping for the in start reach preparation of pad and farmers observed and no have cultivated record of the wheat crop. borrow area Need to be shared. redone. 9 MW‐ DI Khan Bed Clearance RD 13‐12‐20  Bed clearance  Only bed clearing  Bed clearance become un-  OK 10/5 /Kulachi 0+000 to RD 25,843 18 done has was done earlier distinguishable shall be 0+692 become now watercourse redone and ensured on Bed undistinguisha route is again resumption of work at Preparation RD ble as vegetation under wheat crop. site. has developed 0+000 to RD No environmental again in start 0+692 issue observed. reach. Need to be redone 10 MW‐ DI Khan Bed Clearance RD Bed Clearance RD 1,375, 18‐12‐20  From 0+073 to  Borrow area found  Yes, it is. This is also among  OK – Record will be shared 11/5 /Kulachi 0+000 to RD 0+574 To 698 18 RD 0+ 123 and restored at RD major issues on part of upon completion. EMMP 0+574 2+870 from 0+410 to 2+000 on right side farmers, damaging newly Report submitted to PIU. Bed Preparation Bed Preparation RD 0+500 but no record excavated channels while RD 0+000 to RD 0+574 To embankment shared with A‐E diverting Rodhkoki water

0+574 2+870 pad was Contractors. sometimes more than 5-6 times of designed capacity. As  Embankment observed  Borrow areas Partially restored borrow area damage is occurred on part of shall be restored after wheat Formation RD washed out due found partially farmers not the Contractor, the harvesting. At this time 0+574 To 2+574 to excess water restored at RD Contractor is reluctant to carry machinery movement is released by the 0+750 and 0+950 out rectification / restoration. difficult due to wheat crop in farmers for on left side and cultivation of However proper rectification the field. RD 1+150 on both of damaged portion shall be wheat crop sides of the from Rudkohi ensured by WUA through watercourse SMC. system. required

restoration.  Loose earth  Contractor is advised to compaction and compact top layer and remove vegetation vegetation in it RD 2+050 to observed on top 2+210.The same can be layer of earthen checked at FCR. pad from RD 2+050 to 2+210 need rectification.  Embankment  This is burning issue, the pad farmers are making cuts damaged/cut /damaging earthen pad for by the farmers

NESPAK REPLY TO HPK OBSERVATIONS ON ADVANCE LIQUIDATION OF 38 WATERCOURSES Cost as NESPAK/PIU Response Water Paid work done as per certified IPC Social Observations/ S. District/ per Date Technical Environmental course Suggestions No Tehsil Lining Section Earthen section BoQ Visited Observations Observations Social Observations/ No. Technical Environmental (PKR) Suggestions Observations Observations

for temporary irrigation water crossing. As water passege damage is on part of farmers, at RD 0+660, the Contractor is showing 0+755, 1+219, hesitation for rectification / restoration. However proper and 1+530 need rectification of damaged rectification. portion shall be ensured by WUA through SMC. 11 MW‐ DI Khan Bed Clearance RD Bed Clearance RD 1,615, 18‐12‐20  From RD  A big tree standing  It is now rectified that can be  OK - to safeguard 12/5 /Kulachi 0+000 to RD 0+602 To 308 18 01+100 to RD at right edge of verified at completion. environment, it will be 0+602 2+910 01+ 115 watercourse at RD ensured to not up-root this Bed Preparation Bed Preparation RD embankment 0+150. Contractor big tree. RD 0+000 to RD 0+602 To pad top width is advised to

0+602 2+910 was observed safeguard the tree

Embankment less than during construction

Formation RD required need and lining of the rectifications. watercourse. 0+602 To 2+910  This is burning issue, the   At RD 1+870  Trenches on right Trenches shall be restored side at RD 0+300 farmers are making cuts after wheat harvesting. At earthen pad cut /damaging earthen pad for and left 0+350 this time machinery by farmers for irrigation water crossing. As observed at movement is difficult due to temporary damage is on part of farmers, wheat crop in the field. watercourse need passage of water the Contractor is showing restoration. for irrigation and hesitation for rectification /  The excavated Inspection restoration. However proper  Contractor is warned to not beyond RD material from rectification of damaged use Extra earth material lying 1+870 was not distributary no 5 portion shall be ensured by along disty as borrow material. possible as there used as borrow WUA through SMC. He has ensured compliance. was no material at arrangement for watercourse MW crossing the 12/5 up to 1Km standing water. reach. The rest of watercourse was not visited due to no passage as water is standing at cut portion of pad at RD 0+870. 12 MW‐ DI Khan Bed Clearance RD Bed Clearance RD 348,86 18‐12‐20  Work done  An existing drain is  OK  Contractor is warned to not 13/5 /Kulachi 0+000 to RD 0+200 To 9 18 paid in IPC is being used for use Extra earth material lying 0+200 1+000 executed and borrowing earth along drain etc as borrow Bed Preparation RD confirmed at material on material. He has ensured 0+200 To site. watercourse at RD compliance. Moreover he is advised to level the trench to 1+000 0+500 on right side its original condition. Embankment of the watercourse. Formation RD A large trench 0+200 To 0+968 made in the drain. Contractor is advised to level the trench to its original condition.

A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10

Appendix D Wrap-up Meeting Minutes

March 2019 HPK Halcrow Pakistan (Pvt) Limited 3rd Floor, Nawa-e-Waqt House, Mauve Area, Sector G-7/1, Zero Point, Islamabad, Pakistan Tel +92 51 220 3451-55 Fax +92 51 220 3462 [email protected], www.halcrowpk.com

Meeting Record

Project A-E Services for Monitoring and Milestone Date December 20, 2018 Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Program in Khyber Pakhtunkhwa Ref Subject Project Wrap up Meeting with Project Page 1 of 3 Stakeholders – Site Visit # 10 Venue Project Implementation Unit (PIU) Office, DI Khan Date held December 20, 2018

Halcrow Pakistan (Pvt) Limited (An independent Company formerly part of Halcrow Group.) Registered office: 3rd Floor, Nawa-e-Waqt House. Mauve Area, Sector G-7/1, Zero Point, Islamabad, Pakistan. Company Registration No. 0030400, PEC Registration No. CONSULT/712. Halcrow Pakistan (Pvt) Limited 3rd Floor, Nawa-e-Waqt House, Mauve Area, Sector G-7/1, Zero Point, Islamabad, Pakistan Tel +92 51 220 3451-55 Fax +92 51 220 3462 [email protected], www.halcrowpk.com

Meeting Record Present Project Implementation Unit (PIU) Dr. Rab Nawaz, PD GZD-CADP Munir Ahmed Khan, Component Leader Dr. Muhammad Tariq, Component Leader Engr. Nisar Ahmed, Component Leader Muhammad Asim, Agriculture Specialist Engr. Adnan, Agricultural Engr. Wasim Ullah, Agricultural Engr. Faizullah, Accounts Officer Muhammad Yaseen, Field Officer Inamullah Khan, Field Officer Dr. Zarlish Wahab, Processing Specilist, Halcrow Pakistan (HPK) Fazal Mahmood, Chief of Party (CoP) WC & GZD-CADP Mian Zia-uddin, Irrigation Engineer (IE) Muhammad Yousaf Khattak, Agronomist Atif Murtaza, Field monitor (FM) Munawar Saeed, Field Inspector (FI) Ubaid ur Rehman, Environmental Specialist (ES) Zulqarnain, Sociologist Hassan Akhter Niazi, Project Security Manager (PSM)

NESPAK Muhammad Irshad, Team Leader Abdul Qadir, Dy. Team Leader Tariq Khalil, Design Engr. Abdus Subhan, Principal Engr. Omer Nasir, Senior Engr. Abdul Mannan Muraza, Senior Engr. Hafiz Gul Naeem, Senior Engr. M. Usman Khan, Field Engr. Farman Ullah, Field Engr.

Taaleem Foundation (TF) Dr. Zafar Qadir, Team Leader, TF Abdul Qadir, Dy. Team Leader, TF Muslim Shah, Agriculture Specialist, TF Amer Shahzad, Manager Dr. Tabinda Khawja, Live Stock Specialist

Halcrow Pakistan (Pvt) Limited (An independent Company formerly part of Halcrow Group.) Registered office: 3rd Floor, Nawa-e-Waqt House. Mauve Area, Sector G-7/1, Zero Point, Islamabad, Pakistan. Company Registration No. 0030400, PEC Registration No. CONSULT/712. Halcrow Pakistan (Pvt) Limited 3rd Floor, Nawa-e-Waqt House, Mauve Area, Sector G-7/1, Zero Point, Islamabad, Pakistan Tel +92 51 220 3451-55 Fax +92 51 220 3462 [email protected], www.halcrowpk.com

Meeting Record Muhammad Ramzan, Horticulture Sajjad Ahmad, Field Officer- Gender Gulzar Ahmed Khan, M & E Specialist

No. Discussion Action 1. A wrap up meeting was requested by A-E Contractor to brief stakeholders about the site visit status and observations for following:  Advance Liquidation (July-September) 2018,Verification of work done on 38 watercourses based on certified IPCs  7 watercourses FCR verification  Verification of 75 WUAs formation and registration, TF Invoice no. 2 2. Introduction: PD PIU gave an introduction note, thanked the participants of the meeting to attend the meeting. He further briefly discussed the purpose of the meeting including the overall status, monitoring, and GZD-CADP related activities. 3. 75 WUAs Formation and Registration: PIU/NESPAK CoP appreciated that TF team is mobilized in the field and have joined us during the site visit. CoP apprised the overall work done by all stakeholders and clearly mentioned that observations by HPK are for the improvement and successful completion of the project. CoP shared that documents pertaining to 75 WUAs registration and formation were thoroughly reviewed with PIU and TF staff. The shortcomings found were shared with PD PIU for onward sharing with USAID and TF. Field verification of 15 WUAs was also made in presence of TF staff and considerable difference between field data and submitted documents was noticed. CoP mentioned that 1981 Ordinance will remain the baseline/guidance for WUA formation and registration. It was further shared that TF staff needs

Halcrow Pakistan (Pvt) Limited (An independent Company formerly part of Halcrow Group.) Registered office: 3rd Floor, Nawa-e-Waqt House. Mauve Area, Sector G-7/1, Zero Point, Islamabad, Pakistan. Company Registration No. 0030400, PEC Registration No. CONSULT/712. Record of meeting about Project Wrap up Meeting with Project Stakeholders – Site Visit # 10 Page 4 of 5

No. Discussion Action specific training w.r.t WUA formation and registration process. CoP shared that apart from WUA formation and registration, the involvement of locals in project activities need to be ensured in order to develop sense of ownership in WUA. PD PIU endorsed the observations highlighted by HPK and shared that re-activation of already formed WUAs will be ensured by TF. Team Leader TF shared that team is working in new setup and considering all contractual obligations and field requirements team is now working in full swing. He further shared that team is already working on re-activation of 184 formed WUAs, but no standard procedure exists for re-activation. CoP advised to develop and submit the methodology for re-activation. Also the re- activation of WUAs on watercourses with FCR status should be prioritized. PD PIU advised TF to address the shortcoming by A-E contractor is short possible time.

4. 7 watercourses FCR verification: PIU/TF Regarding 7 watercourses FCR, CoP shared that with current status, watercourses can’t be considered complete as comprehensive punch list has been shared. Moreover, WUAs were not involved during the design and execution stages and have serious concerns. CoP further shared that water didn’t reach the tail end structure in most of the cases and tail structure was not provided in some cases. All the issues highlighted in the punch list needs to be addressed along with observations shared with initial site visit report. A strategy needs to be developed for reaching at FCR stage with the involvement of all stakeholders. Team Leader NESPAK shared that watercourses were in better position when inspected with PIU, locals have damaged the earthen channel mostly for irrigation of their land for Wheat cultivation. PD PIU endorsed the NESPAK statement. CoP advised that re-activation of WUA will help to control the damage of completed watercourse. 5. Advance Liquidation (July-September), 2018: Regarding advance liquidation, CoP shared that shortcomings have been observed in the paid work done, which need to be addressed before issuance of clearance certificate. 5 watercourses were noticed where work has not been done as paid in IPCs and rectifications required in others.

Record of meeting about Project Wrap up Meeting with Project Stakeholders – Site Visit # 10 Page 5 of 5

No. Discussion Action Salinity issue as observed in the land adjacent to watercourse of distributary 1 & 2 needs to be addressed. CoP advised for active participation of WUAs during execution of work in these incomplete watercourses in order to avoid conflicts at later stage. Environmental Compliance Specialist, highlighted the observations regarding environmental issues which need to be addressed. PD PIU advised DSC to address paid work done shortcoming on priority bases in order to avoid further delay in advance liquidation (July – September),2018.

6. Conclusion: PD PIU concluded the meeting with the note of thanks and hope that all stake holders will make joint efforts in the successful completion of the project.

A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10

Appendix E Clearance Certificate for 75 WUAs

March 2019 HPK

Gomal Zam Dam –Command Area Development Project HPK Final Comments on M/S Taaleem Foundation Invoice-II (75 WUAs Formation and Registration)

1- Engineering Chakbandi; PIU will share Engineering chakbandi with Social Mobilization Consultant (SMC) for addition/deletion of irrigators to fully cover the command area under each watercourse. This will require updating the documentation in line with the Engineering Chankbandi for all the 75 WUAs included in invoice-II. PD PIU has committed vide his email dated February 07, 2019 to fill this gap before certification of SMC next deliverable. 2- Possible change in irrigator number do require re-election to fulfill the minimum number requirement of applicants (51%) for formation of WUA as well as for electing the office bearers (75%) as per WUA Ordinance 1981 for each of the 75 WUAs included in invoice-II. Taleem Foundation has committed filling this gap before submission of next deliverable vide their email dated February 06, 2019 to PD PIU. 3- Proper documentation with pictorial evidence with dates and list of participants of WUA meetings conducted in the process of WUA formation and registration including; (i) first corner meeting, (ii) familiarization meeting, (iii) consultation meeting, and (iv) election of office bearers meeting should be maintained in each WUA files.

List of 75 Water User Associations Formed and Registered as per TF Invoice-II

Documentation 20 % Sample site SR # Name of WUA Distributary Name Chairman Name Review visited

District Tank 1 18212/R D1 GhaziKhan XX 2 6306/R D2 MuhammadRamzan XX 3 19829/R D2 AzmatKhan XX 4 43290/R D2 GulNawaz XX 5 1230/L D3 MuhammadFayaz X 6 11023/L D3 GhulamAkbar X 7 17142/L D3 MuhammadRustam XX 8 19835/L D3 MuhammadTehsinKhan X 9 24241/L D3 MuhammadQaizar X 10 41479/L D3 MuhammadAzam X 11 1230/R D3 NaseerKhan X 12 14205/R D3 SaleemKhan X 13 157/R Ranwal MuhammadAshfaq X 14 12461/R Ranwal FakharZaman X 15 15717/R Ranwal MalikGulNawaz X 16 18511/R Ranwal ImamBakhsh XX 17 22652/R Ranwal AkhtarAliShah X 18 26725/R Ranwal SultanKhan X 19 30286/R Ranwal IkramUllah X 20 33445/TF Ranwal GhulamJellani X 21 179/L Ranwal MujebUrRehman X 22 3773/L Ranwal MuhammadAyaz X 23 7315/L Ranwal HafizAbdulKareem X 24 12461/L Ranwal MuhammadHaroonKhan X 25 16321/L Ranwal MuhammadRamzan X 26 19607/L Ranwal MuhammadAbid X 27 23662/L Ranwal GhulamAkbarKhan X 28 27748/L Ranwal FazalUrRehman X 29 31741/L Ranwal MuhammadRafiqe X 30 159/R ManjhiKhel HizabullahKhan X 31 2793/R ManjhiKhel MuhammadRamzan X 32 9877/R ManjhiKhel AbdulWaheed X 33 14105/R ManjhiKhel SikandarAzam X 34 23732/R ManjhiKhel AbdulMajed XX 35 26978/R ManjhiKhel HassanKhan X 36 30992/R ManjhiKhel MalikAmeerNawaz X 37 34105/TF ManjhiKhel SyedWajidGilani X 38 159/L ManjhiKhel BilalKhan X 39 421/R Khanwand Hasamuddin X 40 17474/R Khanwand BakhtiarKhan XX 41 17474/TF Khanwand NajeebUllah X 42 3953/R D1R1 GulMuhammad X 43 6613/R D1R1 IlyasKhan X 44 16978/R D1R1 FaheemUllah X 45 31675/R D1R1 AbdulQayum X 46 34748/TR D1R1 AsmatUllah XX 47 34748/TF D1R1 HidayatUllahKhan X 48 149/R SheikhSultan MuhammadRamzan XX 49 149/L SheikhSultan AbdulQadirKhan X 50 7566/L SheikhSultan AbdulQayumKhan X 51 13529/L SheikhSultan SherYarKhan X 52 19685/L SheikhSultan AsmatullahKhan X 53 26383/L SheikhSultan AsmatUllahKhan XX 54 27220/L SheikhSultan FaizullahKhan X 55 27230/TF SheikhSultan ImranKhan X 56 85039/L MainCanal GhulamFarid X 57 95768/L MainCanal GhulamFarid X 58 108474/L MainCanal SaleemKhan X 59 9550/L Faridabad AmirAbbas X District DI Khan 1 64589/R D3 Qutbuldin X 2 47285/L D6 MujeebUrRehman X 3 50737/L D6 MuhammadJavedKhan XX 4 76747/R D6 MuhammadHashim X 5 87141/R D6 WajidKhan XX 6 39378/R D7 HidayatUllah X 7 19268/R D9 MuhammadTahir X 8 7756/R D10 MuhammadHashim X 9 8217/R D10 MuhammadAslam XX 10 19145/R D10 SaifurRehman X 11 25160/R D10 AbdulRashidKhan X 12 28272/R D10 AbdulLatif X 13 682/L D12 Nosher X 14 9632/L D12 MuhammadFarooqKhan X 15 13228/R D12 InayatUllah XX 16 16823/R D12 Rehmatullah X A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10

Appendix F Success Story

March 2019 HPK

SUCCESS STORY From Desolate Land to Green Acres USAID improved farming system for local farmers in D.I.Khan and Tank districts of Khyber Pakhtunkhwa. Muhammad Sharif resident of Rori village, Tehsil Kulachi is a local farmer owning 350 acres of land under Gomal Zam project. He narrated hardships of cultivation when hill-torrents were the prevalent source of irrigation in the area. According to Sharif, “Agriculture was dependent on rainfall where only moderate flow of torrential water could be used for irrigation. Consequently only a portion of land could be irrigated.” His land was cultivated by 10 families of tenants on sharecropping basis who could hardly survive on the uncertain harvests, forcing them to seek ordinary labour jobs in other areas. Poverty and all its afflictions were manifest in every community of the area. The construction of Gomal Zam canal system brought life to the area. Irrigation gradually commenced about two years ago mainly on parcels of land along the distribution canals. Soon after different makeshift arrangements construction of temporary channels were made to convey water to large parts of the command area (area irrigated from a dam). Sharif explained the economic transformation by saying that, “Today I have parcels of land irrigated from Gomal Zam project. In the previously practiced flood irrigation system, the average yield of wheat was 300 kg per acre, which could hardly meet the food need of a tenant household. With Gomal Zam canal irrigation the sharecroppers have harvested 600 kg per acre, using local seeds and that too without application of chemical fertilisers. My tenants are happy as they have started getting their annual sustenance from land for the first time”. Although there is no active land market in this area, but the value has increased five- fold from PKR 80,000 ($580) per acre to PKR 400,000 ($2900) per acre after Gomal Zam canal irrigation is commenced. “My income has increased four-fold with canal irrigation by selling agricultural produce, especially wheat crop in local market”. Sensing higher income indicators, local farmers have started investments in land levelling to get better yield in the following years. With the availability of water and increased vegetation, the pasture yield has improved and now there is visible increase in the milk yield of predominant Damanai (local) breed of goats in the area.

“People of the area are very thankful to the gracious efforts of USAID for funding of the Gomal Zam project. The project will not only reduce poverty and hunger but will also bring prosperity, peace and social development in the area” said Muhammad Sharif.

Success Story Page 1 of 2

Faizullah, Chairman Water Users Association of village Gharah Mohabbat Tehsil Kulachi, owns around 500 acres of land irrigated from Gomal Zam project. “Before the project, my land was cultivated by 16 tenant families on sharecropping basis using flood irrigation system. Under the flood-based uncertain irrigation arrangements my average annual farm income was about half a million Rupees ($3600) or PKR 1,000 per acre. Crops grown included wheat, gram and oilseeds in Rabi (winter) season while sorghum, millet and fodder were the major Kharif (summer) crops. Melons were grown only when hill-torrents would occur followed by winter rains. Thus, the fate of crop yield from uncertain flood irrigation, conveyed through earthen diversion structures, dependent upon subsequent rainfalls. The tenant families, almost every alternate year or when crop would fail, migrated for several months to other areas seeking low paid labour jobs.” This was the pre-project state of the fragile economy of the area.

Faizullah increased investment in his farm after the Gomal Zam project started. He made good efforts in levelling of land at the advent of Gomal Zam project enabling vast tracts of land under irrigation. He also started experimenting laser land levelling to increase yield further. “My crop yield has shown tremendous increase after receiving irrigation water at my farm through Gomal Zam project e.g. wheat yield increased from 400 kg to about 1,000 kg per acre while gram yield increased from 300 kg to 600 kg per acre. Consequently, my farm income increased to PKR 1.2 million ($8,700) last year.”

Faizullah planted orchards of lemon, papaya and mango with 100 trees of each on experimental basis. The Gomal Zam canal system is designed on deficit irrigation, which worked as an incentive for farmers to shift to high value low-water use horticulture production. In future labour requirement will go up due to advent of high value farming introduced by the project that requires specialised horticultural activities of cleaning, pruning, picking, packing, transportation and marketing”

Farmers are showing good signs of cooperation among themselves regarding optimal operation of the canal irrigation system. They have expressed their keen interest and resolve to make productive use of water through efficient and transparent water distribution (warabandi) system.

“We are very thankful to the US people for helping Government of Pakistan in construction of the Gomal Zam project to realise the dream conceived more than a century ago by the then British Indian Government.” said Faizullah.

Success Story Page 2 of 2 A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10

Appendix G Approval of SMC Key Staff

March 2019 HPK

A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10

Appendix H Quality Control Test Reports

March 2019 HPK

A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10

Appendix I Security Review Update

March 2019 HPK A-E SERVICES FOR MONITORING AND MILESTONE VERIFICATION OF USAID-FUNDED WC&GZD COMMAND AREA DEVELOPMENT PROJECT IN KP SECURITY REVIEW OF FIELD VISIT # 13 (25 NOV – 21 DEC 18)

1. A seven member technical team of Halcrow Pakistan (HPK) along with a compliment of ten other members constituting drivers and armed security escort proceeded to the project area on 25 Nov 18 for undertaking monitoring and milestone verification of Waran Canal and Gomal Zam Dam Command Area Develop Project. The visit was initially planned for two weeks, however on 3 Dec, the scope of the visit was enhanced by including verification of additional 38 Water Courses as well resulting in extension of field visit for another two weeks time (till 21 Dec).

2. It may be mentioned that almost all 38 water courses for which the visit was extended lie between Tank in the north, Hathala in the east, Kulachi in the south and Luni in the west. Security related incidents within this area are not infrequent, there have been a number of encounters between elements of Law Enforcing Agencies (LEAs) and miscreants in the area in the recent past and once an ongoing field visit had to be terminated prematurely due to the same reason. Even during the course of current field visit, an encounter between miscreants and LEAs took place in general area Daraban (South-West of project area) which resulted in a number of casualties.

3. In view of extreme sensitiveness of the project areas in the context of security, an elaborate ‘Threat/Risk Assessment and Security Plan for WC&GZD Command Area Project’ was prepared for ensuring safety and security of HPK field teams during field operations. Besides a number of other mitigation measures, the essence of security of field staff hinges on a specialized armed escort (ex Special Service Group of Army) and achieving surprise i.e. avoiding repeated/frequent visits to same areas on daily basis in order to avoid any attention of miscreants who could threaten/harm the field team. This also conforms to the initially conceived frequency of two site visits per quarter.

4. It is strongly felt that the field team remained exposed to vulnerable security environment due to its frequent and repeated movement for undertaking verification of 38 Water Courses for an extended period of time. Due to their predictable movement pattern and limited accessibility, the team could have become a target of an Improvised Explosive Device by the miscreant elements or could have been targeted through an ambush etc. This is not in line with the ‘Project Security Plan’ and calls for an objective review to preclude possibility for such an avoidable exposure to latent threats. Besides, an extended field visit in a security sensitive area is also likely to affect the overall efficiency of the team as a whole.

5. Recommendation. In view of the above, it is advised that frequency of field visits to be planned as initially conceived i.e. two visits per quarter in accordance with progress of construction activities. This would be in the overall interest of the project itself while avoiding unnecessary exposure of HPK field team to prevailing threats in the area. A-E Services for Monitoring and Milestone Verification of USAID-Funded Waran Canal and Gomal Zam Dam Command Area Development Project (GZD-CADP) in Khyber Pakhtunkhwa GZD-CADP Site Visit Report No. 10

Appendix J GZD-CADP - Visited Watercourse Location Map

March 2019 HPK 70°32'0"E 70°34'0"E

Sr# Watercourse Name-RD Disty No Package# 1 MW# 1/11-RD -174-L 11 V 2 MW# 2/11-RD-2144-L 11 V

32°0'0"N 32°0'0"N 3 MW# 3/11-RD-3171-L 11 V 4 MW# 12/11-RD-3244-R 11 V DI-8 5 MW# 13/11-RD-4335-R 11 V 6 MW# 14/11-RD-5395-R 11 V

MW#1/11-RD:174-L 7 MW# 15/11-RD 6616-R 11 V

MW#2/11-RD:2144-LD.I.Khan

MW#3/11-RD:3171-L DI-12

DI-11 31°58'0"N 31°58'0"N

MW#12/11-RD:3244-R

MW#13/11-RD:4335-R

MW#14/11-RD:5395-R

MW#15/11-RD:6616-R

70°32'0"E 70°34'0"E Map: Watercourse Network Distributary-11 Legend ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ ￿￿￿￿￿￿￿￿ Watercourse DI-11 DI-13 DI-9 Canal Commad Area ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ Gomal Zam Dam Command Area Development Project Main C anal DI-2 DI-R 1 District Boundary Tank South Waziristan Agency ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ Minors and Distributory Network DI-3 KH AN WAND Road Network ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ DABRAH-M i DI-4 KW-KASMANI-Mi National Highway ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ DI-1 DI-5 MAKALI WAH Wana Road

DI-10 DI-6 R.B. DISTRIBUTARY Secondary Roads D. I. Khan ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ ￿￿￿￿￿￿￿￿￿￿ ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ DI-11 DI-7 SHEIKH SULTAN-Mi © ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ DI-12 DI-8 WARAN CANAL Sherani 0 0.4 0.8 1.2 1.6 2 2.4 2.8 3.2 Km ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ Gomal River ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ ￿￿ ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ 70°16'0"E 70°18'0"E 70°20'0"E 70°22'0"E 70°24'0"E 70°26'0"E 70°28'0"E 70°30'0"E 70°32'0"E 70°34'0"E 70°36'0"E 70°38'0"E

Sr# Watercourse Name-RD Disty No Package# MW#9/1-RD:7409-R MW#8/1-RD:6556-R 1 MW# 23/6-RD-23097-L 6 III MW#7/1-RD:5551-R 2 MW# 24/6-RD-24105-L 6 III MW#9/2-RD:10095-R

MW#11/2-RD:13195-R MW#6/1-RD:4675-R 3 MW# 25/6-RD-25113-L 6 III

32°8'0"N MW#8/2-RD:8828-R 32°8'0"N MW#10/2-RD:12146-R Tank DI-2MW#7/2-RD:8107-R 4 MW# 26/6-RD-26121-L 6 III

MW#4/1-RD:2635-RMW#5/1-RD:3645-R 5 MW# 28/6-RD-28154-L 6 III DI-1 MW#5/2-RD:6044-R DI-R1 MW#3/1-RD:1539-R MW#6/2-RD:7130-R 6 MW# 29/6-RD-29500-L 6 III 7 MW# 30/6-RD-30273-L 6 III MW#1/1-RD:24-RMW#2/1-RD:904-R 8 MW# 31/6-RD-31385-L 6 III

32°6'0"N 32°6'0"N 9 MW# 32/6-RD-31967-L 6 III 10 MW# 11/07-RD-2979-R 7 III DI-3 11 MW# 1/1-RD-24-R 1 X

12 MW# 2/1-RD-904-R 1 X MW#11/7-RD:2979-R 13 MW# 3/1-RD-1539-R 1 X DI-7 14 MW# 4/1-RD-2635-R 1 X

32°4'0"N 32°4'0"N 15 MW# 5/1-RD-3645-R 1 X MW#2/5-RD:1890-L 16 MW# 6/1-RD-4675-R 1 X 17 MW# 7/1-RD-5551-R 1 X MW#3/5-RD:2724-L DI-4 18 MW# 8/1-RD-6556-R 1 X MW#4/5-RD:2824-L DI-8 19 MW# 9/1-RD7409-R 1 X DI-9 20 MW# 5/2-RD-6044-R 2 X MW#5/5-RD:3789-L 32°2'0"N 32°2'0"N 21 MW# 6/2-RD-7130-R 2 X MW#6/5-RD:4815-L DI-10 22 MW# 7/2-RD-8107-R 2 X 23 MW# 8/2-RD-8828-R 2 X

DI-5 MW#7/5-RD:5889-L 24 MW# 9/2-RD-10095-R 2 X D.I.Khan 25 MW# 10/2-RD-12146-R 2 X MW#8/5-RD:6892-L 26 MW# 11/2-RD-13195-R 2 X 32°0'0"N 32°0'0"N 27 MW# 2/5-RD-1890-L 5 XII 28 MW# 3/5-RD-2724-R 5 XII MW#9/5-RD:7985-L 29 MW# 4/5-RD-2824-L 5 XII

MW#10/5-RD:10001-L 30 MW# 5/5-RD-3789-L 5 XII MW#11/5-RD:10971-L 31 MW# 6/5-RD-4815-L 5 XII

MW#13/5-RD:12712-TR DI-6 32 MW# 7/5-RD-5889-L 5 XII 31°58'0"N MW#12/5-RD:11013-L DI-11 DI-12 31°58'0"N 33 MW# 8/5-RD-6892-L 5 XII 34 MW# 9/5-RD-7985-L 5 XII 35 MW# 10/5-10001-L 5 XII DI-13 36 MW# 11/5-RD-10971-L 5 XII 37 MW# 12/5-RD-11013-L 5 XII

31°56'0"N 31°56'0"N 38 MW# 13/5-RD-12712- (TR) 5 XII

MW#23/6-RD:23097-L

MW#24/6-RD:24105-L

MW#25/6-RD:25113-L

MW#26/6-RD:26121-L 31°54'0"N 31°54'0"N MW#28/6-RD:28154-L MW#29/6-RD:29500-L MW#30/6-RD:30273-L MW#31/1-RD:31385-L MW#32/6-RD:31967-L

70°16'0"E 70°18'0"E 70°20'0"E 70°22'0"E 70°24'0"E 70°26'0"E 70°28'0"E 70°30'0"E 70°32'0"E 70°34'0"E 70°36'0"E 70°38'0"E Map: Watercourse Network Legend ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ ￿￿￿￿￿￿￿￿ Watercourse DI-13 DI-9 Canal Commad Area ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ Gomal Zam Dam Command Area Development Project Main C anal DI-2 DI-R 1 District Boundary Tank South Waziristan Agency ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ Minors and Distributory Network DI-3 KH AN WAND Road Network ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ DABRAH-M i DI-4 KW-KASMANI-Mi National Highway ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ DI-1 DI-5 MAKALI WAH Wana Road

DI-10 DI-6 R.B. DISTRIBUTARY Secondary Roads D. I. Khan ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ ￿￿￿￿￿￿￿￿￿￿ ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ DI-11 DI-7 SHEIKH SULTAN-Mi © ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ DI-12 DI-8 WARAN CANAL Sherani 0 1.5 3 4.5 6 7.5 9 10.5 12 Km ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ Gomal River ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ ￿￿ ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿ ￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿￿