Feasibility Study for Establishment ofLand Data Infrastructure andLand Information Service System in Sri Lanka

Final Report

November 2019ⓒⓒ 2016 KEXIM Bank / EDCF(Economic Development Cooperation Fund)
38 Eunhaeng-ro, Yeongdeungpo-gu, Seoul 150-996, Korea
Telephone: +82-2-3779-6114
Internet: www.koreaexim.go.kr / www.edcfkorea.go.kr
This report was prepared for the Sri Lanka government by KEXIM Bank (EDCF). The findings, interpretations,and conclusions expressed in this work do not necessarily reflect the views of the KEXIM Bank. The KEXIMBank does not guarantee the accuracy of the data included in this commissioned work.

Acronyms & Abbreviations

Acronyms & Abbreviations
Acronym/Abbreviation

Full NameADB

Asian Development BankASYCUDA

Automated System for Customs Data

BIA

Bandaranaike International Airport

BMD

Birth Marriage & Death certificates

BOI

Board of Investment

CCTV

Closed Circuit Television

CDDA

Cosmetics Drugs Devices Authority

CEB

Ceylon Electricity Board

CINTEC

Computer and Information Technology Council

CIO

Chief Innovation Officer

CORS

Continuous Observation Reference Station

CPU

Central Processing Unit

CUSDECa Completed Customs Declaration

DB

Data BaseDBMS

Data Base Management System

DDoS

Distributed Denial of Service

DistSO

District Survey Office

DiviSO

Divisional Survey Office

DMZ

DeMilitarized Zone

DoLCG

Department of Land Commissioner General’s(

DoRG

Department of Registrar General

DTI

Direct Trader Input

EAN

International Article Number System

ECEF

Earth-Centered Earth-Fixed

e-LG

e-Local Government

e-SLIMSe-State Land Information Management System

EPZ

Export processing zone

ESM

Enterprise Security Management

FDI

Foreign Direct Investment

FMS

Facility Management System

FVP

Final Village Plans

FWLB

FireWall Load Balancing

GDP

Gross Domestic Product

GIC

Government Information Centre

GIDC

Government Internet Data Centre

GIS

Geographic Information Systemi

Sri Lanka LAS & LISS Project F/S Serviceii

Acronym/Abbreviation

Full Name

GNSS

Global Navigation Satellite System

GoSL

Government of Sri Lanka

GPNs

Global Production Networks

GPS

Global Positioning System

GSP

General System of Preference

IaaS

Infrastructure as a Service

KRAS

Korea Real estate Administration intelligence System

ICL

Import Control License

ICT

Information and Communications Technology

ICTA

Information and Communication Technology Agency

IDC

Internet Data Center

IFIU

Imported Food Inspection Unit

IPS

Intrusion Prevention System

IRD

Inland Revenue Department

ISM

Institute of Surveying and Mapping

IT

Information Technology

ITU

International Telecommunication Union

LASLand Administration System

LDO

Lands Development Ordinance

LGC

Lanka Government Cloud

LGII

Lanka Government Information Infrastructure

LGN

Lanka Government Network

LIS

Land Information System

LSD

Land Settlement Department

MC

Municipal Council

MCB

Main Circuit Breaker

MT

Metric Ton

MTDSMedium-Term debt management strategy

MoLPR

Ministry of Land and Parliamentary Reforms

NARESA

Natural Resources, Energy and Science Authority

NBN

National Backbone Network

NBT

Nation Building Tax

NDC

National Data Center

NMRA

National Medicines Regulatory Authority

NMS

Network Management System

NOC

Network Operation Center

NSDI

National Spatial Data InfrastructureNTT

Nippon Telegraph and Telephone Corporation

NVR

Network Video RecorderAcronyms & Abbreviations
Acronym/Abbreviation

Full Name

NVQ

National Vocational Qualifications

O&M

Operation and MaintenanceOECD

Organization for Economic Co-operation and Development

PaaS

Platform as a Service

PAN

Protected Area Network

PCP

Project Concept Paper

PIP

Public Investment Programme

PP

Preliminary Plans

PPP

Public-Private Partnership

PUE

Power Usage Effectiveness

RFID

Radio-Frequency Identification

Rs

Rupees

RTK

Real-Time Kinematic

SaaS

Software as a Service

SDSL

Survey Department in Sri Lanka

SLCORS net

Sri Lanka Continuously Operating Reference Station Network

SLECICSri Lanka Export Credit Insurance Corporation

SLFP

Sri Lanka Freedom PartySLPA

Sri Lanka Port Authority

SLD99

Sri Lanka Datum 1999

SLSDI

Sri Lanka Spatial Data Infrastructure

SLT

Sri Lanka Telecom

SMS

Server Management System

SOE

State-Owned Enterprise

SQL

Structured Query Language

SRIMS

Survey Requisition Information Management System

SW

SoftwareTCP

Traverse Control Point

TEU

Twenty-foot Equivalent container Unit

TFT

Task Force Team

TIN

Taxpayer Identification Number

TLDMS

Tenement List Data Management System

TM

Transverse Mercator

TopoPP

Topographical Survey Preliminary Plans

TRC

Telecommunication Regulatory Commission

TTA

Telecommunications Technology Association

UAV

Unmanned Aerial Vehicle

UN

United Nations

UNDP

United Nations Development Programmeiii

Sri Lanka LAS & LISS Project F/S Service

iv

Acronym/Abbreviation

Full Name

UNP

United National Party

UPC

Uniform Product Code

UPS

Uninterrupted Power Supply

USAID

United State Agency for International Development

UTP

Unshielded Twisted-Pair Wire

VAT

Value Added Tax

VM

Virtual Machine

VoIP

Voice over Internet Protocol

VP

Village Plans

VPN

Virtual Private Network

VRS

Virtual Reference Station

VTL

Virtual Tape Library

WAS

Web Application Server

WEF

World Economic Forum

WGS84

World Geodetic System 1984

Contents

Contents
I. Project Overview ················································································································1
1. Background and Purpose of Project ························································································11.1. Background of Project ··································································································11.2. Necessity of Project ·····································································································2
1.3. Purpose of Project ·······································································································3
1.4. Scope of Project ·········································································································4
1.5. Expected Effects for the Project ·······················································································52. Project Implementation Area ································································································62.1. Implementation area for Construction of Land and Spatial Information DB ····································62.2. Project Areas of System, Data Center and Infrastruction ··························································92.3. Implementation area for Capacity Building ·········································································11
3. Institution for Project Execution ···························································································113.1. Project Implementation Agency ······················································································113.2. Project Management Unit (PMU) ····················································································124. Project Schedule ·············································································································13
5. Project Execution Plan ······································································································175.1. Fundamental Direction ································································································175.2. Target Model ············································································································18
5.3. Implementation Plans ··································································································23
5.4. Plan for Operation and Maintenance·················································································39
6. Capacity Building Plan······································································································426.1. Overview of Training ··································································································426.2. Invitation Training in Korea ··························································································42
6.3. Training for Fostering Instructor ·····················································································436.4. Expansion Training for Reinforcement of Operator ·······························································436.5. OJT(On-the-Job Training) ····························································································446.6. Training Environment Infrastructure Improvement ································································44
7. Consulting Service ···········································································································44
7.1. Necessity of Service ···································································································44
7.2. Scope of Consultation ·································································································44
7.3. Human Resource Management Plan for the Consultant ···························································46
8. Operation and Maintenance Support Plan ················································································46
8.1. Type and Period of Operation and Maintenance Support ·························································468.2. Operation and Maintenance Support Plan···········································································47
8.3. Operational Spare Part Lists ··························································································50
9. Project Budget Calculation ·································································································51
9.1. Estimated Budget·······································································································51
9.2. Funding Plan ············································································································52
9.3. Annual Fund Expense Plan ···························································································52
10. Project Feasibility Analysis ·······························································································53
10.1. Policy Feasibility Analysis ··························································································53
10.2. Propriety of Project Scope and Subject ············································································55
10.3. Technological Feasibility Analysis ·················································································55
10.4. Propriety Analysis of Budget ························································································57
10.5. Economic Feasibility Analysis ······················································································59
11. Performance Indicators for the Project Result ··········································································62
11.1. Necessity for Performance Management ··········································································62
11.2. Subjects of Performance Management ·············································································62
11.3. Performance Indicators ······························································································63
II. Status Survey and Analysis ·································································································69
1. Generational Information on Sri Lanka ···················································································69
1.1. Generational Information ·····························································································69v

Sri Lanka LAS & LISS Project F/S Service
1.2. Political and Social Situations ························································································70
1.2.1. Political Situation ····································································································70
1.2.2. Social Situation ·······································································································71
1.3. Economic Situation ····································································································72
1.3.1. Overview ··············································································································72
1.3.2. Trends by Sector ·····································································································72
1.4. Other Information ······································································································74
1.4.1. Tax System ············································································································74
1.4.2. Duties and Customs Clearance ·····················································································77
1.4.3. Transportation ········································································································80
2. National Development Plan and ICT Status ··············································································84
2.1. National Development Plan ···························································································84
2.1.1. Vision 2025 ···········································································································84
2.1.2. e-Government Development Plan ··················································································87
2.1.3. Land Development Plan ·····························································································89
2.2. National ICT Status ····································································································94
2.2.1. e-Sri Lanka ············································································································94
2.2.2. Direction of ICT Development ·····················································································97
2.2.3. ICT Business Status ································································································ 100
3. Land Information Policy and Management Status ····································································· 103
3.1. Overview ·············································································································· 103
3.2. Laws and Institutions Related to Land ············································································ 105
3.3. Survey Plans ·········································································································· 108
3.4. Bim Saviya Program ································································································· 112
3.5. Management Status of National Control Points ·································································· 117
3.6. National Base Map ··································································································· 122
3.7. SLSDI Policy ········································································································· 126
3.8. Organizations and Tasks Related to National Spatial Information ············································· 130
3.9. Survey Fees and Surveyors ························································································· 133
4. Implications ················································································································ 136
4.1. Socioeconomic and Policy Aspects ················································································ 136
4.2. ICT Aspect ············································································································ 136
4.3. National Land Information Aspect ················································································· 137
Ⅲ. Object Project Analysis ··································································································· 139
1. Analysis of Land and Spatial Information DB ········································································· 139
1.1. Analysis of Old Survey Plans ······················································································· 139
1.2. Analysis of existing LIS DB ························································································ 142
1.3. Spatial Information Analysis for Major MCs ····································································· 144
1.4. CORS-Network Analysis ···························································································· 148
1.5. Availability Analysis of Satellite Image ··········································································· 153
1.6. Requirement Analysis ······························································································· 153
2. Analysis of Land Data Model ···························································································· 154
2.1. Data Model Overview ······························································································· 154
2.2. Data Model Definition ······························································································· 156
2.3. Data Model Structure ································································································ 159
2.4. Implications ··········································································································· 160
3. Land-Related Work Analysis ····························································································· 161
3.1. Land-Related Work Overview ······················································································ 161
3.2. Land Registration Work ····························································································· 162
3.3. Land sub-Division and Amalgamation Work ····································································· 164
3.4. Requirement Analysis ······························································································· 165
3.5. Implications ··········································································································· 165
4. Land-Related Work System Analysis ··················································································· 167
4.1. Survey Department of Sri Lanka Work System ·································································· 167
4.2. Survey Department of Sri Lanka Web Service ··································································· 169
4.3. State Land Information and Management System(e-SLIMS) ·················································· 170
5. ICT Infrastructure Analysis ······························································································· 171
5.1. Survey Department of Sri Lanka(SDSL) Headquarters ························································· 171vi

Contents
5.2. District Survey Office ······························································································· 178
5.3. Status of Major Organizations ······················································································ 191
5.4. NDC(National Data Center) ························································································ 193
6. Level of Technology and Education Status Analysis ·································································· 195
6.1. Capability Level of Technology Diagnosis Framework ························································· 195
6.1.1. Introduction of NLCBM-i ························································································ 195
6.1.2. Method and Application of Capability Diagnosis ······························································ 195
6.2. Capability Diagnosis and Improvement Plan ····································································· 196
6.2.1. Results of Capability Diagnosis ·················································································· 196
6.2.2. Education Infrastructure Status Analysis ········································································ 201
6.2.3. Requirements Analysis ···························································································· 202
7. Projects for Land Informatization ······················································································· 203
7.1. Bim Saviya project ··································································································· 203
7.1.1. Overview ············································································································ 203
7.1.2. Project Objectives ·································································································· 203
7.1.3. Project Scope ······································································································· 204
7.2. Land Titling and Relate Services Project ·········································································· 204
7.2.1. Overview ············································································································ 204
7.2.2. Project Objectives ·································································································· 204
7.2.3. Project Scope ······································································································· 204
7.3. Capacity Development Project for Creating Digital Elevation Model Enabling Disaster Resilience ····· 205
7.3.1. Overview ············································································································ 205
7.3.2. Project Objectives ·································································································· 205
7.3.3. Project Scope ······································································································· 205
7.4. Digital Topographic Mapping Project for Reconstruction of Northern Region ······························ 205
7.4.1. Overview ············································································································ 205
7.4.2. Project Objectives ·································································································· 206
7.4.3. Project Scope ······································································································· 206
8. Implications ················································································································ 206
8.1. Land and Spatial Information DB Aspect ········································································· 206
8.2. Task and Application System Aspect ·············································································· 207
8.3. ICT Infrastructure Aspect ··························································································· 208
8.4. Management and response measures for successful execution ················································· 209
Ⅳ. Analysis of Similar Previous Projects ·················································································· 211
1. Examination and Analysis of Similar Projects ········································································· 211
1.1. Advanced Case of Cadastral (Land) Digitization and Management System·································· 211
1.1.1. Digitization of Cadastral Terrier ················································································· 211
1.1.2. Digitization of Cadastral Maps ··················································································· 212
1.1.3. Establishment of PBLIS23 ························································································ 213
1.1.4. Establishment of LMIS24 ························································································· 213
1.1.5. Development of KLIS25 ··························································································· 214
1.1.6. KRAS ················································································································ 216
1.2. Analysis of Similar ODA Projects Concerning Cadastral and Land Administration of Developing
Countries ··············································································································· 218
1.2.1. Project for Establishment of Land Information Management System in Kyrgyz Republic ·············· 218
1.2.2. Project for Establishment of Land Resources Management System in Turkmenistan ···················· 219
2. Implications ················································································································ 220
Ⅴ. To-Be Model of LIS and Project Implementation Plan ································································ 223
1. Establishment of Vision for LIS ························································································· 223
1.1. Establishment of Future Vision ····················································································· 223
1.2. Improvements and Key Tasks ······················································································ 224
1.3. Priority Selection ····································································································· 228
2. To-Be Model of the Target Project ······················································································ 229
2.1. Overview ·············································································································· 229
2.2. To-Be Model for Land and Spatial Information DB ····························································· 230
2.3. To-Be Model for the LIS ···························································································· 232

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Sri Lanka LAS & LISS Project F/S Service
2.3.1. Objectives of System Development ············································································· 232
2.3.2. Definition of the To-Be Model ··················································································· 233
2.4. To-Be Model for Data Center and Infrastructure ································································· 238
2.4.1. To-Be Model for the Data Centers ··············································································· 238
2.4.2. To-Be Model for the Local Offices ·············································································· 242
2.4.3. Local Authority environment improvement To Be Model ···················································· 244
3. Implementation Plans for Land and Spatial Information DB ························································ 244
3.1. Overview ·············································································································· 244
3.2. Additional Installations of CORS ·················································································· 244
3.3. 50cm Satellite Orthoimage Production ············································································ 252
3.4. Computerization of Old Survey Plans ············································································· 257
3.5. Construction of Land and Spatial Databases for 24 MCs ······················································· 259
3.6. Provision of Equipment for Survey and DB Construction ······················································ 269
4. Land Information System Plan ··························································································· 276
4.1. Work Process Modeling ····························································································· 276
4.1.1. Title Registration ··································································································· 277
4.1.2. Subdivision ········································································································· 280
4.2. Data Model Definitions······························································································ 282
4.2.1. Data Model Architecture ·························································································· 284
4.3. Definitions of Subsystem and Unit System ······································································· 285
4.3.1. Land Administration System ····················································································· 285
4.3.2. Land Information Service System ··············································································· 296
4.4. System Development Plan ·························································································· 297
4.4.1. Open Source ········································································································ 298
4.4.2. Database Management System (DBMS) ········································································ 299
4.4.3. Development Methodology ······················································································· 299
4.4.4. Data security ········································································································ 300
5. Construction Plan for Data Center and Infrastructure ································································· 302
5.1. Specifications and Details of the Introduced Equipment ························································ 302
5.1.1. Main Data Center ·································································································· 302
5.1.2. Backup Data Center ······························································································· 304
5.1.3. District Survey Offices ···························································································· 305
5.1.4. Divisional Survey Offices························································································· 306
5.1.5. Local Authority(Municipal Council) ············································································ 306
5.2. Construction Plan for Data Centers ················································································ 307
5.2.1. Selection of Project Areas ························································································· 307
5.2.2. Space Utilization Plan for Data Center ·········································································· 308
5.2.3. Hardware/Software/Network Construction Plan ······························································· 309
5.2.4. Supporting Facility Construction Plan ·········································································· 326
5.2.5. Security Plan ········································································································ 334
5.3. Local Survey Office Operating Infrastructure Establishment Plan ············································ 336
5.3.1. Local Survey Office Spatial Planning ··········································································· 336
5.3.2. Details of the Equipment Introduced into Local Survey Offices ············································· 348
5.3.3. Network Construction Plan ······················································································· 348
5.3.4. Construction Plan in Connection with the Existing System and Infrastructure ···························· 350
6. Capacity Building Plan···································································································· 352
6.1. Capacity Building Overview························································································ 352
6.2. Invitation Training in Korea ························································································ 354
6.3. Training for Fostering Local Instructor ············································································ 354
6.4. Expansion Local Training for Sri Lankan Operator ····························································· 356
6.5. On the Job Training (Field Practice) ··············································································· 357
6.6. Improvement of the Training Environment Infrastructure ······················································ 359
6.7. Organization and Schedule ·························································································· 361
7. Consulting Services ······································································································· 362
7.1. Overview ·············································································································· 362
7.1.1. Service Necessity ·································································································· 362
7.1.2. Scope of Consulting Services ···················································································· 362
7.2. Consultant Assignment Plan ························································································ 366
7.2.1. Consultant Group Composition ·················································································· 366

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Contents
7.2.2. Selection of Consultants ·························································································· 366
8. Maintenance and Repair Support Plan ·················································································· 367
8.1. Maintenance and Repair Support Types and Periods ···························································· 367
8.1.1. Types of Operation and Maintenance············································································ 367
8.1.2. Maintenance and Repair Period ·················································································· 367
8.2. Operation and Maintenance Support Measures ·································································· 368
8.2.1. LAS and LISS ······································································································ 368
8.2.2. Land and Spatial Information DB ················································································ 370
8.2.3. Data Center and Operating Infrastructure ······································································· 372
8.3. Operational Spare Part Lists ························································································ 375
8.4. O&M plan ············································································································· 375
8.4.1. Organization of O&M ····························································································· 375
8.4.2. Operational Cost ··································································································· 378
9. Maintenance Schedule ···································································································· 379
9.1. Execution Schedule by General / Sector / Year ··································································· 383
9.2. HR input Plan ········································································································· 384
Ⅵ. The Project Implementation Organization and the Project Execution System ······························ 390
1.Project Implementation Organization ···················································································· 390
1.1.Project Implementation Organization and Organizational System ············································· 390
1.1.1.Organizational System of Survey Department of Sri Lanka ·················································· 390
2.PMU(Project Management Unit) Organizational Configuration (Plan) ················································ 394
3.Project Management Unit System ························································································ 396
3.1.Preparations for Project Management Unit ········································································ 396
3.1.1.Project Management Unit Personnel Structure (Plan) ························································· 396
3.1.2.Role of Project Management Unit ················································································ 397
3.2. Project Implementation Cooperation System ····································································· 397
3.2.1.Cooperating Organization ························································································· 397
3.3. The Process of Promoting and Approving the ODA Project in Recipient Country36 ························ 400
Ⅶ. Project Cost Estimation ··································································································· 401
1. Estimated Project Costs and Financing Plan ··········································································· 401
1.1. Estimated Project Costs ····························································································· 401
1.2. Financing Plan ········································································································ 401
1.3. Annual Budget Plan ·································································································· 402
2. Estimated Project Costs in Detail ························································································ 403
2.1. Project Costs for Land and Spatial Information DB ····························································· 403
2.1.1. Project Cost Calculation Standards ·············································································· 403
2.1.2. Project Cost Estimation ··························································································· 408
2.2. Development of LIS ································································································· 411
2.2.1. Calculation Standards ····························································································· 411
2.2.2. Project Cost Estimation ··························································································· 412
2.2.3. Project Costs by Year ······························································································ 416
2.3. Data Center and Infrastructure······················································································ 416
2.3.1. Calculation Standards ····························································································· 416
2.3.2. Project Cost Estimation ··························································································· 417
2.3.3. Annual Project Costs ······························································································ 419
2.4. Consulting Service ··································································································· 420
2.4.1. Calculation Standards ····························································································· 420
2.4.2. Project Cost Estimation ··························································································· 420
2.4.3. Annual Project Costs ······························································································ 423
2.5. Capacity Building ···································································································· 423
2.5.1. Project Cost Calculation Standards ·············································································· 423
2.5.2. Project Cost Estimation ··························································································· 426
2.5.3. Project Costs by Year ······························································································ 433
2.6. Operation, Maintenance and Repair Support ····································································· 434
2.6.1. Calculation Standards ····························································································· 434
2.6.2. Project Cost Estimation ··························································································· 434
2.6.3. Project Costs by Year ······························································································ 436

ix

Sri Lanka LAS & LISS Project F/S Service
2.7. PMU ··················································································································· 436
2.7.1. Standard ············································································································· 436
2.7.2. Yearly cost ·········································································································· 436
2.8. Taxes and Public Utilities’ Charge ················································································· 437
2.9. Contingency ··········································································································· 437
2.9.1. Physical Contingency······························································································ 437
2.9.2. Price Contingency·································································································· 439
2.9.3. Calculation of Contingency ······················································································· 440
2.10. Loan Handling Fee ································································································· 440
Ⅷ. Project Feasibility Analysis ······························································································· 441
1. Policy Feasibility Analysis ······························································································· 441
1.1. Policy Feasibility Analysis ·························································································· 441
1.1.1. Consistency with National Policy and Higher-Level Plans ··················································· 441
1.1.2. Project Willingness and Preference ·············································································· 444
1.1.3. Project Necessity ··································································································· 445
2. Analysis of adequacy of Project Target ················································································· 446
2.1. Appropriateness of Project Scope ·················································································· 446
2.2. Appropriateness of Area Targeted for Project ···································································· 448
3. Technical Feasibility Analysis···························································································· 449
3.1. Applied Technology ·································································································· 449
3.1.1. Technology for Land and Spatial Information DB ····························································· 449
3.1.2. Data Center and Infrastructure Construction Technology ···················································· 453
3.2. Appropriateness of the Applied Technology ······································································ 454
3.3. Construction of Land and Spatial Information DB ······························································ 455
3.3.1. Land Information System ························································································· 456
3.3.2. Data Center and Infrastructure ··················································································· 458
4. Analysis of the Appropriateness of the Project Costs ································································· 461
4.1. Project Cost Composition ··························································································· 461
4.2. Appropriateness of the Project Cost Calculation ································································· 462
4.3. Appropriateness of the Project Costs by Field ···································································· 463
4.3.1. Land and Spatial Information DB Area ········································································· 463
4.3.2. System Construction ······························································································· 466
4.3.3. Data Center and Infrastructure Construction ··································································· 466
5. Economic Feasibility Analysis ··························································································· 469
5.1. Overview and Assumptions ························································································· 469
5.1.1. Discount Rate and Inflation Rate ················································································ 469
5.1.2. Analysis Period ····································································································· 470
5.2. Cost Estimation ······································································································· 470
5.2.1. Project Cost ········································································································· 470
5.2.2. Operating Costs ···································································································· 471
5.3. Benefit Estimation ··································································································· 472
5.3.1. Faster Access to Land Information for Citizens ································································ 473
5.3.2. Reduced Transportation Costs for Citizens Accessing Land Information ·································· 473
5.3.3. Increased Productivity of Public Servants Performing Land Management ································· 474
5.3.4. Land Tax Income Increase ························································································ 475
5.4. Benefit-Cost Analysis ································································································ 475
5.4.1. Cost and Benefit Flow ····························································································· 475
5.4.2. Benefit-Cost Analysis Method ··················································································· 476
5.4.3. Benefit-Cost Analysis Results ···················································································· 478
5.5. Sensitivity Analysis ·································································································· 478
5.5.1. Sensitivity Analysis According to Changes in Discount Rate ················································ 478
5.5.2. Sensitivity Analysis According to Benefit and Cost Changes ················································ 479
5.6. Summary of Economic Feasibility Analysis ······································································ 481
Ⅸ. References ··················································································································· 484xTable Contents

Table Contents[Table I-1] Details of the Project Contents (Final) ··············································································4[Table I-2] Survey Plans scanned by District Survey Offices ·································································7[Table I-3] Major Municipal Council Selection Results ·······································································8[Table I-4] Dist-SO and DivSO ··································································································10[Table I-5] Role and Responsibility of PMU ···················································································13[Table I-6] Detailed Schedule and Personnel Plan for Consulting Services(A) ············································14[Table I-7] Detailed Schedule and Personnel Plan for Mai Project(B) ······················································15[Table I-8] Detailed Schedule and Personnel Plan for O&M Support (C) ··················································16[Table I-9] KOMPSAT-3/3A Image Proposal ··················································································25[Table I-10] Flight Plan for 24 Major Municipal Councils (Sample) ·······················································30[Table I-11] Improvement for task performance by land-related organization ·············································33[Table I-12] scope of development of land information system ·····························································34[Table I-13] Equipment List for Local Survey Offices ········································································38[Table I-14] Municipal Council Specifications and Details of the Introduced Equipment ·······························39[Table I-15] Man Power Mobilization plan –LAS & LISS ········································································40[Table I-16] Man Power Mobilization plan -IT ····················································································41[Table I-17] Man Power Mobilization plan -IT ················································································42[Table I-18] Invitational Training Program ·····················································································42[Table I-19] Subjects of Trainer Education ·····················································································43[Table I-20] Subjects for Expanded Training for Administrators ····························································43[Table I-21] Program ··············································································································44[Table I-22] Consultation Service Period and Key Details ···································································45[Table I-23] Composition Plan of Experts for Consultation Service ························································46[Table I-24] Details of Operation and Maintenance ···········································································46[Table I-25] Scope of Maintenance at Cost ·····················································································48[Table I-26] Infrastructure Maintenance Personnel Plan ······································································49[Table I-27] O&M Support Personnel Plan of Capacity Building ···························································50[Table I-28] Operational Spare parts Provision Plan ··········································································50[Table I-29] Estimated Budget ···································································································51[Table I-30] Estimated Budget ···································································································52[Table I-31] Annual Budget ·······································································································52[Table I-32] Policy Evaluation Criteria ] ························································································53[Table I-33] Budget Composition ································································································58[Table I-34] Benefit-Cost Analysis Results ·····················································································61[Table I-35] Performance Targets ································································································63[Table I-36] Performance Indicators ·····························································································64[Table Ⅱ-37] - Economic Situation in Sri Lanka ··············································································72[Table Ⅱ-2] Corporate Income Tax Rates in Sri Lanka ······································································74[Table Ⅱ-3] Personal Income Tax Rates in Sri Lanka ········································································76[Table Ⅱ-4] Tax on Terminal Benefits from Employment ···································································76[Table Ⅱ-5] Required Documents for Customs Clearance of Imported Goods ···········································79[Table Ⅱ-6] Vision 2025: Main Approaches for Economic Development of Sri Lanka ·································84[Table Ⅱ-7] Trans-Asian Plan Details and Budget ···········································································89[Table Ⅱ-8] Summary of Internationally Linked Development Plans ·····················································90[Table Ⅱ-9] Summary of National Physical Plan ·············································································92[Table Ⅱ-11] Six Key Areas of e-Sri Lanka ···················································································95[Table Ⅱ-12] e-Sri Lanka's Direction of Development ······································································96[Table Ⅱ-13] Telecommunications Service Penetration Status in Sri Lanka ··············································97[Table Ⅱ-14] ICT Status of Sri Lankan e-Government ·······································································98[Table Ⅱ-15] ICT Private Company ·························································································· 100[Table Ⅱ-16] Sri Lanka Wage Status for ICT (in Government) ··························································· 101[Table Ⅱ-17] Sri Lanka Wage Status for ICT (in private companies) ···················································· 102xi

Sri Lanka LAS & LISS Project F/S Service[Table Ⅱ-18] NDC(National Data Center) standard price for Co-Location ············································· 102[Table Ⅱ-15] Types of Survey Plans ·························································································· 108[Table Ⅱ-16] Preliminary Plans by Province ················································································ 109[Table Ⅱ-17] VPs/FVPs by Province ························································································· 110[Table Ⅱ-18] Status of TopoPP/FTP by Province ··········································································· 111[Table Ⅱ-19] Components of the National GPS Reference Network ····················································· 118[Table Ⅱ-20] GNSS Control Point Classification System ································································· 120[Table Ⅱ-21] Survey Fees Charged by SDSL ··············································································· 133[Table Ⅱ-22] Survey Fees (SDSL Rate and Market Rate ·································································· 134[Table Ⅲ-1] Old Survey Plans Status ························································································· 139[Table Ⅲ-2] Survey Plans scanned by District Survey Office ····························································· 141[Table Ⅲ-3] LIS DB Status Due to Numeric Cadaster (2019 May Standards) ·········································· 142[Table Ⅲ-4] 24 Major Municipal Council Selection Results ······························································· 145[Table Ⅲ-5] Number of Land Lots, Buildings, and Street Extension in 24 Major MCs ······························· 147[Table Ⅲ-6] Implications and Revisions Through Pilot Project ··························································· 155[Table Ⅲ-7] Cadastral Schema ································································································· 155[Table Ⅲ-8] Sporadic Schema ································································································· 155[Table Ⅲ-9] Definition of Parcel_Polygon ··················································································· 156[Table Ⅲ-10] Definition of Parcel_Info ······················································································ 156[Table Ⅲ-11] Definition of CM_Polygon ···················································································· 157[Table Ⅲ-12] Definition of Sheet_Polygon ·················································································· 157[Table Ⅲ-13] Definition of Sheet_Info ······················································································· 158[Table Ⅲ-14] Definition of Parcel Boundary ················································································ 158[Table Ⅲ-15] Definition of Parcel Node ······················································································ 159[Table Ⅲ-16] Categorization of Work Types Per Land-Related Organizations ·········································· 161[Table Ⅲ-17] Work System Operation Status of Survey Department of Sri Lanka ····································· 167[Table Ⅲ-18] Web Service Operation Status of Survey Department of Sri Lanka ······································ 169[Table Ⅲ-19] e-SLIMS Spectrum ····························································································· 170[Table Ⅲ-20] Computer Infrastructure Operation Status of Survey Department of Sri Lanka (SDSL)] ············· 171[Table Ⅲ-21] Status of Network Installation ················································································ 175[Table Ⅲ-22] Detailed Statement of Survey Department of Sri Lanka (SDSL) Server (IT) ··························· 175[Table Ⅲ-23 ] Detailed Statement of Survey Department of Sri Lanka (SDSL) Server (LIS) ························· 176[Table Ⅳ-1] Process of Digitizing Land Records in Korea ································································ 211[Table Ⅳ-2] History of LMIS ·································································································· 214[Table Ⅳ-3] Composition and Functions of KLIS ·········································································· 215[Table Ⅳ-4] KRAS Setup ······································································································ 217[Table Ⅴ-1] Matters Requiring Improvement ··············································································· 225[Table Ⅴ-2] Preliminary and Key Tasks ····················································································· 227[Table Ⅴ-5] Expected Impacts of Land-Related Improvements ··························································· 235[Table Ⅴ-6] Direction of Improvement for Tasks Performed by Land-Related Entities ······························· 236[Table Ⅴ-7] Comparison between PCP vs To Be Model ··································································· 240[Table Ⅴ-8] Details of ICT Infrastructure Setup ············································································ 241[Table Ⅴ-9] List for Data Center Grade ······················································································ 241[Table Ⅴ-10] ICT Infrastructure Design Standards ········································································· 242[Table Ⅴ-12] Minimum Requirements for Additional CORS Installation ··············································· 248[Table Ⅴ-13] Commercial Satellite Image Specifications ································································· 252[Table Ⅴ-14] KOMPSAT-3/3A Image Proposal ············································································ 254[Table Ⅴ-15] Quantity of Unmanned Aerial Images for Each of the 24 MCs ··········································· 261[Table Ⅴ-16] Flight Plan for Each of the 24 MCs ··········································································· 262[Table Ⅴ-17] SDSL's Boundary Features Layer Definitions ······························································ 266[Table Ⅴ-18] Parcel Boundary Definitions Based on 5cm Aerial Orthoimages ········································· 267[Table Ⅴ-19] Specifications and Quantity of Equipment Introduced to District Survey Offices ····················· 270[Table Ⅴ-20] Specifications and Quantity of Equipment Introduced to SDSL ·········································· 272

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Table Contents[Table Ⅴ-21] Personnel Composition for Organization of Land and Spatial Information DB part ··················· 274[Table Ⅴ-22] Added Tables ···································································································· 283[Table Ⅴ-23] Detailed Functions of the Land Registration System ······················································ 285[Table Ⅴ-24] Detailed Functions of the Cadastral Map Management System ·········································· 286[Table Ⅴ-25] Detailed Functions of the Document Management System ··············································· 287[Table Ⅴ-26] Detailed Functions of the Land Information Inquiry System·············································· 288[Table Ⅴ-27] Detailed Functions of the Surveying Requisition Information Management System ·················· 289[Table Ⅴ-28] Detailed Functions of the Survey Results Management System ········································· 290[Table Ⅴ-29] Detailed Functions of the Survey Inspection System ······················································ 293[Table Ⅴ-30] Detailed Functions of the Field Survey System ···························································· 294[Table Ⅴ-31] Detailed Functions of the Image Basemap Management System ········································· 296[Table Ⅴ-32] Detailed Functions of the Land Information Service System ············································· 297[Table Ⅴ-33] Open Source Spatial Information Software and Library ·················································· 298[Table Ⅴ-34] Comparison of DBMS ························································································· 299[Table Ⅴ-35] Comparison of S/W development methodology ···························································· 300[Table Ⅴ-36] Comparison of DB encryption type ··········································································· 301[Table Ⅴ-37] Main Data Center Specifications and Details of the Introduced Equipment ···························· 302[Table Ⅴ-38] Backup Data Center Specifications and Details of the Introduced Equipment ························· 304[Table Ⅴ-39] District Survey Offices Specifications and Details of the Introduced Equipment ······················ 305[Table Ⅴ-40] Divisional Survey Offices Specifications and Details of the Introduced Equipment ··················· 306[Table Ⅴ-41] Municipal Council Specifications and Details of the Introduced Equipment ··························· 307[Table Ⅴ-42] Basis for WEB/WAS CPU Calculations ····································································· 310[Table Ⅴ-43] Basis for General Server CPU Calculations ································································· 311[Table Ⅴ-44] Basis for Database Server CPU Calculations ································································ 313[Table Ⅴ-45] Memory Calculation Method ·················································································· 313[Table Ⅴ-46] Disk Calculation Method ······················································································ 314[Table Ⅴ-47] Final Size Calculation Results ················································································· 314[Table Ⅴ-48] Cadastral Size for Each District Survey Office ····························································· 316[Table Ⅴ-49] UAV Image Size (24 Municipal Councils) ·································································· 317[Table Ⅴ-50] Satellite Image Size ····························································································· 318[Table Ⅴ-51] Total Storage Capacity for Data Management ······························································· 318[Table Ⅴ-52] Total Storage Capacity for LAS ··············································································· 319[Table Ⅴ-53] Total Storage Capacity for LISS ·············································································· 319[Table Ⅴ-54] Software Construction Plan ···················································································· 319[Table Ⅴ-55] LGN 2.0 Bandwidth Group ···················································································· 321[Table Ⅴ-56] Bandwidth calculation result ·················································································· 322[Table Ⅴ-57] Results of Calculating the Backbone Switch Capacity ····················································· 323[Table Ⅴ-58] Types and Characteristics of Disaster Recovery Centers ·················································· 325[Table Ⅴ-59] Battery Types and Characteristics ············································································· 327[Table Ⅴ-60] Computer Equipment Power Consumption ·································································· 327[Table Ⅴ-61] Generator Diesel vs Gas Turbine Engines ··································································· 329[Table Ⅴ-62] Thermo-Hygrostat Capacity Calculations ··································································· 330[Table Ⅴ-63] Pros and Cons of Fire Extinguishing Agents ································································ 332[Table Ⅴ-64] Security Equipment Specifications and Installation Locations ············································ 333[Table Ⅴ-65] Details of the Network Intrusion Prevention System ······················································· 335[Table Ⅴ-66] 24 Major MCs and Local Survey Offices ···································································· 336[Table Ⅴ-67] District Survey Office Spatial Planning ······································································ 338[Table Ⅴ-68] Specifications and Quantity of Equipment Introduced to District Survey Offices ····················· 348[Table Ⅴ-69] Step-by-Step ICT Construction Plan ········································································· 352[Table Ⅴ-70] Training Program in Korea ···················································································· 354[Table Ⅴ-71] Subjects of instructor-trained persons ········································································ 355[Table Ⅴ-72] Training program for fostering instructor ···································································· 355

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Sri Lanka LAS & LISS Project F/S Service[Table Ⅴ-73] Subjects of Expansion Local Training for Sri Lanka Operator ··········································· 356[Table Ⅴ-74] Subjects of Expansion Local Training for Sri Lanka Operator ··········································· 356[Table Ⅴ-75] Training Program of Expansion Local Training for Sri Lankan Operator ······························· 357[Table Ⅴ-76] OJT Program····································································································· 357[Table Ⅴ-77] Improvement of Training Environment and Infrastructure ················································ 359[Table Ⅴ-78] Capacity Building Program Operating Organization ······················································· 361[Table Ⅴ-79] Consulting Services Period and Their Description ························································· 362[Table Ⅴ-80] Main Details of Basic Design Services by Area ···························································· 363[Table Ⅴ-81] Main Details of Supervision by Field ········································································· 364[Table Ⅴ-82] Composition of Experts for Consulting Services ··························································· 366[Table Ⅴ-83] Details of Operation and Maintenance ······································································· 367[Table Ⅴ-84] Maintenance and Management Organization Composition ················································ 368[Table Ⅴ-85] Operation and Maintenance Support Measures (LAS and LISS) ········································· 369[Table Ⅴ-86] Scope of Free Maintenance and Repair ······································································ 370[Table Ⅴ-87] Scope of Charged Maintenance and Repair ································································· 370[Table Ⅴ-88] Targets and Scope of Infrastructure Maintenance ··························································· 372[Table Ⅴ-89] Infrastructure Maintenance Personnel Plan ·································································· 373[Table Ⅴ-90] Measures for Providing Operational Spare Parts ··························································· 375[Table Ⅴ-91] Composition for O&M organization·········································································· 376[Table Ⅴ-92] ICT Operating Personnel Organization ······································································ 377[Table Ⅴ-93] Operational Cost (Base Cost) ·················································································· 378[Table Ⅴ-94] Expected Annual Operational Cost ··········································································· 378[Table Ⅵ-1] Detailed Labor Force Composition Status of Survey Department of Sri Lanka ·························· 390[Table Ⅵ-2] Role of Project Management Unit (Plan) ······································································ 396[Table Ⅶ-1] Estimated Project Costs ·························································································· 401[Table Ⅶ-2] Financing Plan ···································································································· 402[Table Ⅶ-3] Annual Project Costs ···························································································· 402[Table Ⅶ-4] Standards for Calculating Cost of Land and Spatial Information DB ····································· 403[Table Ⅶ-5] Estimation of Project Costs for Land and Spatial Information DB ········································ 408[Table Ⅶ-6] Cost Breakdown for Computerization of Old Survey Plans ················································ 408[Table Ⅶ-7] Cost Breakdown for Construction of spatial DB for 24MCs ··············································· 409[Table Ⅶ-8] Cost Breakdown for Additional Installations of the CORS Network (32 Locations) ···················· 409[Table Ⅶ-9] Cost Breakdown for 50cm Satellite OrthoImage Production ··············································· 410[Table Ⅶ-10] Cost Breakdown for Provision of Survey Equipment (and Materials) ··································· 410[Table Ⅶ-11] Calculation Standards for Establishment of Land Information System ·································· 411[Table Ⅶ-12] LIS Development Costs ························································································ 412[Table Ⅶ-13] System Development Labor Costs by Man Hour ··························································· 412[Table Ⅶ-14] Direct Costs of LIS Development············································································· 413[Table Ⅶ-15] Cost Breakdown by Year ······················································································· 416[Table Ⅶ-16] Calculation Standards for Establishment of Data Center and Operating Infrastructure ················ 416[Table Ⅶ-17] Data Center and Operating Infrastructure Project Cost Estimation ······································· 417[Table Ⅶ-18] Breakdown of Data Center and Operating Infrastructure Project Costs ································· 418[Table Ⅶ-19 Breakdown of Annual Project Costs ··········································································· 419[Table Ⅶ-20] Consulting Service Project Cost Calculation Standards···················································· 420[Table Ⅶ-21 Consulting Service Project Costs ·············································································· 420[Table Ⅶ-221 Consulting Service Project Costs by Year ·································································· 423[Table Ⅶ-23] Capacity Building Cost Calculation Standards ······························································ 423[Table Ⅶ-24] Capacity Building Cost Calculation Standards ······························································ 425[Table Ⅶ-25] Capacity Building Cost Estimates ············································································ 426[Table Ⅶ-26] Detailed Breakdown of Capacity Building Costs ··························································· 426

xivTable Contents[Table Ⅶ-27] Capacity Building Costs by Year ·············································································· 433[Table Ⅶ-28] O&M Support Cost Calculation Standards ·································································· 434[Table Ⅶ-29] O&M Support Costs ···························································································· 434[Table Ⅶ-30] O&M Support Costs by Year Standards ······································································ 436[Table Ⅶ-31] PMU operating cost calculation standard ···································································· 436[Table Ⅶ-32] O&M Support Costs by Year Standards ······································································ 436[Table Ⅶ-33] Details of the Taxes and Duties ··············································································· 437[Table Ⅶ-33] Average Inflation (2016~2018) ················································································ 439[Table Ⅶ-34] Average Inflation Projections (2020~2023) ································································· 439[Table Ⅶ-35] Calculation of Contingency ···················································································· 440[ Table Ⅷ-1] Policy Evaluation Criteria ······················································································ 441[Table Ⅷ-2] Technology for Land and Spatial Information DB ························································· 451[Table Ⅷ-3] System Construction Technology ·············································································· 452[Table Ⅷ-4] Data Center and Infrastructure Construction Technology ··················································· 454[ Table Ⅷ-5] Construction Technology for Land and Spatial Information DB Construction ·························· 455[ Table Ⅷ-6 ] System Construction Technology ············································································· 458[ Table Ⅷ-7 ] 39 Technical Appropriateness of the ICT Setup ····························································· 458[ Table Ⅷ-8 ] Project Cost Composition ······················································································ 461[ Table Ⅷ-9] Appropriateness of the Project Cost Calculation····························································· 462[Table Ⅷ-10] Inflation Rate in Sri Lanka ····················································································· 469[Table Ⅷ-11] Estimated Project Costs ························································································ 470[Table Ⅷ-12] Project Costs by Year ··························································································· 471[Table Ⅷ-13] Operating Personnel and Wages ·············································································· 471[Table Ⅷ-14] Maintenance Costs ······························································································ 472[Table Ⅷ-15] IDC Rental Costs································································································ 472[Table Ⅷ-16 ] Electricity Charges ····························································································· 472[Table Ⅷ-17] Benefit: Faster Access to Land Information for Citizens ················································· 473[Table Ⅷ-18] Improved Productivity in Land Management ······························································· 474[Table Ⅷ-19 ] Benefit-Cost Analysis Result ················································································ 476[ Table Ⅷ-20] Future Values and Present Values of Cost and Benefit ···················································· 478[Table Ⅷ-21] Benefit-Cost Analysis Results ················································································· 478[Table Ⅷ--22] Sensitivity Analysis in Relation to Discount Rate ························································· 478[Table Ⅷ-23] Sensitivity Analysis in Relation to Cost ······································································ 479[Table Ⅷ-24] Sensitivity Analysis in Relation to Benefits ································································· 480[Table Ⅷ-25] Sensitivity Analysis When Benefits and Costs Change Simultaneously ································· 481[ Table Ⅷ-26] Summary of Benefit-Cost Analysis Results ······························································· 482

xv

Sri Lanka LAS & LISS Project F/S Service

Figure Contents[Figure I-1] Background and Purpose of Project ................................................................................................................ 3[Figure I-2] Implementation Area for Construction of Land and Spatial Information DB ....................................................... 9[Figure I-3] The location map of Data Center Center ....................................................................................................... 10[Figure I-4] Organization Chart of Project Implementation Agency .......................................................................... 12[Figure I-5] Composition(Plan) of Project Management Unit .................................................................................... 12[Figure I-6] Future Vision of Land Information System ............................................................................................. 18[Figure I-7] Target Model for Land Information System ............................................................................................ 19[Figure I-8] Key Infrastructure for Land Information System .................................................................................... 19[Figure I-9] Target Model for Land and Spatial Information DB ............................................................................... 20[Figure I-9] Target Model for Land Administration System ....................................................................................... 21[Figure I-10] Target Model for Land Information Service System ............................................................................. 22[Figure I-11] PCP vs Target Model Comparison ......................................................................................................... 22[Figure I-12] Data Center Network Construction Plan ............................................................................................... 23[Figure I-13] CORS-Network As-Is & To-Be ............................................................................................................. 24[Figure I-14] Satellite Ortho-images Production Process ........................................................................................... 26[Figure I-15] Computerization Process of Old Survey Plans ...................................................................................... 27[Figure I-16] Spatial DB Construction Process for 24 Major MCs ............................................................................ 29[Figure I-17] On-Site Complementary Survey for Non-Confirmed Points from aerial orthoimags ........................... 30[Figure I-18] Structured Editing ] ............................................................................................................................... 31[Figure I-19] Utilization Plan for the Spaces in the Data Center ................................................................................ 36[Figure I-20] Construction Plan for Data Center Network ......................................................................................... 37[Figure I-21] Storage Area Composition Plan............................................................................................................. 37[Figure I-22] Power Facility Diagram ........................................................................................................................ 38[Figure I-23] Improvement Plan for Local Survey Office Network ....................................................................... 39[Figure I-24] Improvement plan for operational Organization ........................................................................................... 40[Figure I-25] LAS and LISS Organization ...................................................................................................................... 40[Figure I-26] IT Organization ........................................................................................................................................ 41[Figure I-27] Consistency With National Policy ......................................................................................................... 54[Figure I-28] Annual Cost and Benefit Flow (Future Value) ...................................................................................... 60[Figure I-29] Annual Cost and Benefit Flow (Present Value) ..................................................................................... 60[Figure II-1] Map of Sri Lanka ................................................................................................................................... 69[Figure II-2] Expressway Network in Sri Lanka ......................................................................................................... 81[Figure II-3] Amount of Air Passengers and Cargo Handling ..................................................................................... 83[Figure II-4] 8 Principles of e-Government of Sri Lanka ........................................................................................... 88[Figure II-5] Proposed Link to the Asian Highway .................................................................................................... 89[Figure II-6] PAN (Left) and CFA (Right) in Sri Lanka ............................................................................................. 91[Figure II-7] Existing and Proposed Roads/Railway (Left) and Ports (Right) ............................................................ 92[Figure II-8] National Spatial Structure Plan .............................................................................................................. 94[Figure II-9] LGN (Lanka Government Network) ...................................................................................................... 98[Figure II-10] Historical trends from land-related legal and policy perspective ....................................................... 103[Figure II-11] Historical Trends from land survey perspective ................................................................................. 104[Figure II-12] Survey Act, No. 17 of 2002................................................................................................................ 107[Figure II-13] PR Materials for the Bim Saviya Program ......................................................................................... 113[Figure II-14] Progress of the Bim Saviya Program (as of late 2018) ...................................................................... 116[Figure II-15] Primary(A) GPS Stations & National Level Network ....................................................................... 118[Figure II-16] List of Control Points (Control Point Data Portal) ............................................................................. 121[Figure II-17] Installation Status of CORS-Network in Western Province ............................................................... 122[Figure II-18] One-Inch Map and 1:50,000 Sheets Based on FVP ........................................................................... 123[Figure II-19] Production of 1:50,000 Thematic Maps ............................................................................................. 124

xvi

Figure Contents[Figure II-20] Production of 1:10,000 Digital Topographic Maps ............................................................................ 125[Figure II-21] 1:1,000 Digital Topographic Maps and Topography Database .......................................................... 126[Figure II-21] 4 Goals and 10 Integrated Strategies for SLDSI ................................................................................ 127[Figure II-22] SLDSI Roadmap ................................................................................................................................ 128[Figure II-23] SLDSI Governance Model ................................................................................................................. 128[Figure II-24] SLDSI Framework Composition ....................................................................................................... 130[Figure II-25] SDSL Organization Chart .................................................................................................................. 132[Figure II-26] Licensed Surveyors in Sri Lanka ....................................................................................................... 135[Figure Ⅲ-1] Preliminary Plans ............................................................................................................................... 140[Figure Ⅲ-2] Definition of LIS Geo-Database ........................................................................................................ 144[Figure Ⅲ-3] SLCORSnet Installation Location (Phase 1) ...................................................................................... 149[Figure Ⅲ-4] CORS Installation Status.................................................................................................................... 150[Figure Ⅲ-5] GNSS Raw Data Transfer System...................................................................................................... 151[Figure Ⅲ-6] Control Center H/W and S/W Diagram ............................................................................................. 152[Figure Ⅲ-7] Reference Relations of Land Lot Spatial Data and Attribute Data .................................................... 159[Figure Ⅲ-8] ERD for LIS Data Model ................................................................................................................... 160[Figure Ⅲ-9] Land-Related Organization ................................................................................................................ 161[Figure Ⅲ-10] Land-Related Survey Work Procedure ............................................................................................. 166[Figure Ⅲ-11] Real Time Sharing Model For Survey Results ................................................................................. 167[Figure Ⅲ-12] Arrangement Plan of Old Server Room ........................................................................................... 172[Figure Ⅲ-13] Environment of Old Server Room and Interior ................................................................................ 173[Figure Ⅲ-14] Hardware & Technical work Unit Arrangement Plan ...................................................................... 173[Figure Ⅲ-15] Old Network Diagram ...................................................................................................................... 174[Figure Ⅲ-16] Network Facility Rack ..................................................................................................................... 174[Figure Ⅲ-17] Old Management Server .................................................................................................................. 176[Figure Ⅲ-18] Old Server Room Environment Facility........................................................................................... 177[Figure Ⅲ-19] Power Facility .................................................................................................................................. 178[Figure Ⅲ-20] Galle District Survey Office ............................................................................................................. 178[Figure Ⅲ-21] Kandy District Survey Office ........................................................................................................... 179[Figure Ⅲ-22] Anuradhapura District Survey Office ............................................................................................... 179[Figure Ⅲ-23] Kurunegala District Survey Office ................................................................................................... 180[Figure Ⅲ-24] Rathnapura District Survey Office ................................................................................................... 181[ Figure Ⅲ-25] Gampaha District Survey Office ..................................................................................................... 181[Figure Ⅲ-26] Polonnaruwa District Survey Office ................................................................................................ 182[Figure Ⅲ-27] Trincomalee District Survey Office ................................................................................................. 182[Figure Ⅲ-28] Batticaloa District Survey Office ..................................................................................................... 183[Figure Ⅲ-29] Ampara District Survey Office ......................................................................................................... 183[Figure Ⅲ-30] Matale District Survey Office .......................................................................................................... 184[Figure Ⅲ-31] Nuwara-Eliya District Survey Office ............................................................................................... 184[Figure Ⅲ-32] Puttalam District Survey Office ....................................................................................................... 185[Figure Ⅲ-33] Kalutara District Survey Office........................................................................................................ 185[Figure Ⅲ-34] Kegalle District Survey Office ......................................................................................................... 186[Figure Ⅲ-35] Badulla District Survey Office ......................................................................................................... 186[Figure Ⅲ-36] Monaragala District Survey Office .................................................................................................. 187[Figure Ⅲ-37] Matara District Survey Office .......................................................................................................... 187[Figure Ⅲ-37] Matara District Survey Office .......................................................................................................... 188[Figure Ⅲ-39] Jaffna District Survey Office............................................................................................................ 188

xvii

Sri Lanka LAS & LISS Project F/S Service[Figure Ⅲ-40] Killnochchi District Survey Office .................................................................................................. 189[Figure Ⅲ-41] Mullaattiv District Survey Office ..................................................................................................... 189[Figure Ⅲ-42] Mannar District Survey Office ......................................................................................................... 190[Figure Ⅲ-43] Vavunlya District Survey Office ...................................................................................................... 190[Figure Ⅲ-44] Colombo District Survey Office ...................................................................................................... 191[Figure Ⅲ-45] Organization Diagram ...................................................................................................................... 192[Figure Ⅲ-46] Organizational Chart ........................................................................................................................ 192[Figure Ⅲ-47] SLT IDC Facility Status ................................................................................................................... 194[Figure Ⅲ-48] NLCBM-i Research Framework Composition Factors .................................................................... 195[Figure Ⅲ-49] Ratio of Graduates in 2016 Per Major in University in Sri Lanka ................................................... 197[Figure Ⅲ-50] Level of Capability of Land Digitization in Sri Lanka .................................................................... 198[Figure Ⅲ-51] ISM, Panoramic View of Institute of Surveying and Mapping ........................................................ 201[Figure Ⅲ-52] Panoramic View of Lecture Room ................................................................................................... 202[Figure Ⅳ-1] ............................................................................................................................................................ 216[Figure Ⅳ-2] Overview of KRAS ............................................................................................................................ 217[Figure Ⅴ-1] Connection Between Current Status Investigation and Target Project ............................................... 223[Figure Ⅴ-2] Future Vision of LIS .......................................................................................................................... 224[Figure Ⅴ-3] Priority Portfolio of Key Tasks .......................................................................................................... 228[Figure Ⅴ-4] To-Be Model for the LIS .................................................................................................................... 229[Figure Ⅴ-5] Infrastructure of the LIS ..................................................................................................................... 230[Figure Ⅴ-6] To-Be Model for Land and Spatial Information DB .......................................................................... 231[Figure Ⅴ-7] Implications of Land-Related Processes ............................................................................................ 234[Figure Ⅴ-8] To-Be Model for the LAS .................................................................................................................. 237[Figure Ⅴ-9] To-Be Model for the LISS .................................................................................................................. 238[Figure Ⅴ-10] PCP vs To-Be Model ........................................................................................................................ 239[Figure Ⅴ-11] Data Center Network Construction Plan .......................................................................................... 243[Figure Ⅴ-12] CORS-Network As-Is To-Be............................................................................................................ 245[Figure Ⅴ-13] VRS Principles ................................................................................................................................. 246[Figure Ⅴ-14] GNSS Station Foundation and Pillar Standards ............................................................................... 247[Figure Ⅴ-15] Conceptual Diagram of GNSS Station Equipment .......................................................................... 248[Figure Ⅴ-16] Satellite Orthoimage Production Process ......................................................................................... 256[Figure Ⅴ-17] Satellite Orthoimage Production Process ......................................................................................... 257[Figure Ⅴ-18] Spatial DB Construction Process for 24 Major MCs ....................................................................... 260[Figure Ⅴ-19] On-Site Complementray Survey for Non-Confirmed Points ........................................................... 268[Figure Ⅴ-20] Structured Editing ............................................................................................................................ 269[Figure Ⅴ-21] Organization Chart of Land and Spatial Information DB part ......................................................... 274[Figure Ⅴ-22] Title Registration Procedure Model (As-Is) ..................................................................................... 278[Figure Ⅴ-23] Title Registration Procedure Model (To-be) .................................................................................... 280[Figure Ⅴ-24] Subdivision Procedure Model (As-is) .............................................................................................. 281[Figure Ⅴ-25] ubdivision Procedure Model (To-be) ............................................................................................... 282[Figure Ⅴ-26] Data Model ERD .............................................................................................................................. 284[Figure Ⅴ-27] Example of Open Source-Based System Architecture ..................................................................... 298[Figure Ⅴ-28] Form of Agile Development Methodologies .................................................................................... 300[Figure Ⅴ-29] Location of Main Data Center & Backup Data Center .................................................................... 308[Figure Ⅴ-30] Target Spaces in the Data Center ..................................................................................................... 309[Figure Ⅴ-31] Utilization Plan for the Spaces in the Data Center ........................................................................... 309[Figure Ⅴ-32] Storage Area Composition ............................................................................................................... 315

xviii

Figure Contents[Figure Ⅴ-33] LGN 2.0 Overview ........................................................................................................................... 320[Figure Ⅴ-34] Block Diagram of Remote Area ....................................................................................................... 321[Figure Ⅴ-35] Network Block Diagram .................................................................................................................. 324[Figure Ⅴ-36] NDC Data Backup Block Diagram .................................................................................................. 325[Figure Ⅴ-37] Power Facility Diagram ................................................................................................................... 326[Figure Ⅴ-38] Solution Connection Diagram .......................................................................................................... 334[Figure Ⅴ-39] Existing Network Block Diagram .................................................................................................... 349[Figure Ⅴ-40] Measures for Improving the Network of District Survey Offices .................................................... 350[Figure Ⅴ-41] Measures for Improving the Network of Divisional Survey Offices ............................................... 350[Figure Ⅴ-42] Existing Building Intranet Connection Diagram .............................................................................. 351[Figure Ⅴ-45] Maintenance Plan for Land and Spatial Information DB ................................................................. 371[Figure Ⅴ-46] Proposal of composition for O&M .................................................................................................. 376[Figure Ⅴ-47] O&M organization for LIS .............................................................................................................. 376[Figure Ⅴ-48] O&M Organization for ICT ............................................................................................................. 377[Figure Ⅴ-49] Project detailed schedule and manpower input plan (A) .................................................................. 380[Figure Ⅴ-50] Project detailed schedule and manpower input plan (B).................................................................. 381[Figure Ⅴ-51] Consulting service detailed schedule and manpower input plan (B) ............................................... 382[Figure Ⅴ-52] operation and maintenance detailed schedule and manpower input plan (B) .................................. 383[Figure Ⅵ-1] SDSL Organizational Chart ............................................................................................................... 393[Figure Ⅵ-2] Project Management Unit Structure (Plan) ........................................................................................ 394[Figure Ⅵ-3] Ministry of Lands and Parliamentary Reforms Organizational Chart ................................................ 396[Figure Ⅷ-1] Consistency With National Polic ....................................................................................................... 442[Figure Ⅷ-2] Evaluation on Project Necessity ........................................................................................................ 445[Figure Ⅷ-1] Annual Cost and Benefit Flow (Future Value) ................................................................................... 475[Figure Ⅷ-2] Annual Cost and Benefit Flow (Future Value) ................................................................................... 476[Figure Ⅷ-3] NPV Changes According to Discount Rate Changes ......................................................................... 479[Figure Ⅷ-4] NPV Changes According to Cost Changes ........................................................................................ 480[Figure Ⅷ-5] NPV Changes According to Benefit Changes .................................................................................... 480[Figure Ⅷ-6] NPV Changes According to Cost and Benefit Changes ..................................................................... 481

xixI. Project Overview

I. Project Overview
1. Background and Purpose of Project1.1. Background of Project Modern land system of Sri Lanka was implemented during British Colonial Era(1796-1948) andit was implemented for the purpose of exploiting land and labor like other imperialcolonies.
‒ British government implemented the title registration to establish title plans system throughsurveying and established the survey department to begin production of survey plans.
 SDSL (Survey Department of Sri Lanka) is a government institution established in 1800(About 220

years of history) which is responsible for collection, production, processing and service of landand spatial information‒ SDSL has an education center, nine province survey office, twenty-five district survey office,and eighty-four division survey office‒ However, the facilities and equipment are very old, which making it difficult to secure thetimely and accurate services of the land survey, and the efficiency of computerization work
is low
 Government of Sri Lanka is making an effort to resolve various land related social issues suchas 『 informal settlement of land 』 and 『 unfairness in taxation 』 occurring due toexcessive amount of unsurveyed and unregistered lands‒ It has been promoting the e-Sri Lanka policy since early 2000’s and it has selected
improvement of land related administration work as one of the 30 tasks for improvement ofgovernment work and it is expecting improvement in national income level throughimprovement in land related administration work
‒ Land transactions are low because it is difficult to get accurate land-related information anduncertain of guarantee of land ownership.
 Government of Sri Lanka(GoSL) strives to promote public services in land-related workthrough the introduction of unified and standardized Land Information System‒ By sharing land data among the government agencies and linking related systems, GoSL isplanning to introduce an integrated E-government portal for Land Administration such as
Korea’s E-government system‒ Re-engineering Government pursues the effect of strengthening administration capacity,
fiscal consolidation, and opportunity cost for the public, which is based on the transparency
and revitalization of land transactions, representing the need for land administration system,
land information sharing, and public service system.

1

Sri Lanka LAS & LISS Project F/S Service

1.2. Necessity of Project The computerization of land-related historical data, such as land use and registration, should be

used to strengthen the utilization of existing data and to provide a foundation for objective land
administration.
‒ Establishment of basic data for land registration and administrative work throughcomputerization of Old Survey Plans‒ In addition to computerization of Old Survey Plans, graphic cadaster is established based onland use thereby activating land registration for private lands and to achieve advanced land
management administration.
 Land related spatial DB construction and land information system development must be

preceded for land administration system innovation of the government of Sri Lanka.
‒ Land information is a basic information required to guarantee land ownership which is thefoundation of national economy and social contract and it is a key factor to develop andmanage land resources of the country efficiently.
‒ Reform and advanced the underdeveloped land administration by establishing an online
system for land information acquisition, registration, management and update. Through this,land-related social problems such as illegal possession of land and unfairness of taxation aresolved.
 In order to lay the foundation for economic development through land value based ontransparent land transactions, land information sharing and public portal services should be
provided.
‒ Sri Lanka is maintaining active foreign capital attraction policy and it is making an effort tovitalize the real estate market but its difficulty in quick and accurate acquisition of land
information is an obstacle to its vitalization of real estate and land trade.
‒ The online renewal system and service system of land information reinforce theimmediateness and reliability of land information, which can expand private land andestablish comprehensive management, development and conservation policies of the land.
‒ The Sri Lankan government strengthens the macroeconomic framework with secondary
economic activities through land value by enhancing transparency in land transactions topromote individual land ownership and land value.
 In 2019, the Sri Lankan government requested the Korean government to provide EDCF

support for building land information systems in order to strengthen the capacity of land
administration and promote public services of land information.
‒ The firm commitment to building the Sri Lanka land information system can be confirmed
through the diversified efforts of the Sri Lankan government to proceed as soon as possible
with the help of not only Korea but also the world’s advanced countries (US, etc.,).
‒ The establishment of Sri Lanka land information system with the help of developed countries
should be carried out under the policy principle of "protecting the rights of Sri Lankan
engineers and localizing related technologies." Therefore, it is necessary to support the
Korean government's EDCF and launch the project as soon as possible.

2

I. Project Overview

1.3. Purpose of Project“Establishment of Sri Lanka Land Information System” to improve Re-engineering
Government and achieve macroeconomic framework.

‒ Improvement of Re-engineering Government through the establishment of land
administration system that covers the acquisition, registration, management, update andsharing of land information.
‒ In addition to stabilizing pre-emptive land administration through computerization ofhistorical land history information and construction of land status information, revitalizationof land registration and advancement of land registration business system.
‒ Establishment of land information sharing system for the efficiency of land administration
work of government departments and local governments, and achieve macroeconomic
framework by transparency of land transactions through public service portal.
Intending innovative improvement of land administration through the establishment of land
information system based on the Information Communication Technology(ICT)‒ Government of Sri Lanka intends to establish land information system for efficientmanagement, balanced development and use of land resources to improve land
administration‒ Achieving reliable land administration by introducing ICT infrastructure for land
administration online and land information service system.
‒ Land administration innovation through the combination of land-related soft infrastructure(human resources, organization, process) and ICT.


Reinforce land administration competency of the government to reduce land related disputes
and to protect the property rights of citizens(Rights related to land)‒ Reinforce the government’s capacity for land administration through the establishment of aland information system and provision of capacity building programs‒ Reinforce the transparency and fairness of land administration through the establishment of aland information system to enhance the quality of land administration services to the public[Figure I-1] Background and Purpose of Project3

Sri Lanka LAS & LISS Project F/S Service

1.4. Scope of ProjectProject Period‒ The target project is the “Sri Lanka Land Information System Construction” project, which
consists of consulting services, main project and operation maintenance support, which
consists of 48 months of consulting service including supervision, 36 months of main project,and 24 months of operation maintenance support
Project Contents‒ The scope of the project consists of six items: land and spatial information database
construction, land information system development, data center and infrastructure
construction, capacity building, operation and maintenance support, and consulting services.
[Table I-1] Details of the Project Contents (Final)

Project area

Description

Remarks

Digital mapping:Target parcels: 3.50 million
Computerization of Old
parcels
Survey Plans
Project areas: 24 major cities
Land and spatial Database setup (land,
Installation quantity: 32
information DB buildings & roads)
locations nationwide
construction
Installation of GNSS
Imagery used: Ortho-images
CORS Network
Utilization of satellitewith 50 ㎝ resolution
imagery
Establishment of a land
administration system
Establishment of a land
Automation of land
information service
Land information
registration
system(geo-Portal)
systemLand and spatial information
Entry of field notes anddevelopment
service
implementation field
Field note inputted by SDSL
survey data processing andproduction of survey plan
Main Project
EDCF
through system(Construction)
Construction for Main data
centerSurvey Department 2nd floor
Co –Location for Backup
National Data Center (SLT
Construction for Data Center
NDC)
Data center and Improvement of work
Twenty-five DistSO + Eightyinfrastructure
environment in Local
four DivSO
Survey Offices
Public Services
Supplement equipment(PC)to twenty-four MCs
Training for fostering theprofessional instructor andexpansion training for the
The OJT will be held in Sri Lanka
operation and maintenance of and will be subject to training andCapacity Building
the land information system in labor costs are covered by the Sri
the future
Lankan government.
Invitation training for relevant
authorities to Korea

4

I. Project Overview

Project area

Description

Remarks

Conduct on the job training(OJT1) for 6 people fieldchosen by SDSL on system
Development selected by
SDSL.
Improving the infrastructure
environment of the ISM2
training rooms
Operation and MaintenanceSupportOperate and maintain per sector for two(2) years after completionof construction.

Consulting services

Basic design, supports the selection of the Contractor for main
project(from preparation of request for proposal, assist in
bid/proposal evaluation/contract negotiation between SDSL and theContractor), supervision

GoSL

Customs clearance, Taxes, operation and maintenance(organization, staffing, etc.)
Operation of PMU(Project Management Unit) during project
period(from consulting through completion of main project)

1.5. Expected Effects for the ProjectGuarantee of land ownership through transparency and fairness of land administration system

Rational and systematic decision support for efficient national territory development andeconomic revitalization

Land Tenure Security for the PeopleProtecting citizens’ property rights through land tenure security‒ Prevention of social losses by resolving land-related disputesIncrease public benefits by minimizing the procedure for solving land-related complaints‒ Reduce transportation costs for citizens by reducing the number of civil service visits‒ Reduce opportunity costs for civil complaints by reducing the time for handling civil
complaints on land related issues
Improving Transparency and Reliability of Land Administration


Increased confidence in land administration

1 On the Job training (OJT) : The training method of the personnel carried out through the job. In this feasibility study,six(6) people in the local service system are required to participate in the system development, testing and pilot operationfor 36 months so that they can participate in their own operation and maintenance in the future
2 ISM (Institute of Surveying and Mapping)5

Sri Lanka LAS & LISS Project F/S Service‒ Disclosure of information on land information to the general public and fast processing basedon the land information systemEnsuring transparency of land registration and transactions‒ Increased land dissemination rate and improved living conditions for low income class

Increase in productivity due to the efficiency of land survey Data capturing and processing‒ Reduce time for production of digital and softcopy of survey plan

Supporting the Decision-Making Process

By integration of the land information channels of various government departments (Taxation,
land registration, agriculture, forestry, environment, urban planning, housing, infrastructure,etc.) it can be reduced expenditures through the elimination of redundant tasksSystematic national land development planning‒ Provide basic data for establishing social overhead capital (SOC) and implementing anational infrastructure construction policy by providing information on parcel boundaries,
land value, titles, various regulations / restrictions, etc. at the national level
Economic Vitalization from Land Ownership and Valuation


Making it easy to access the land information and to facilitate the land use and landdevelopment, it is able to appraise the land valuation fair and rationally

Improvement of reliability in land trade and vitalization of land trade and real estate
investment which increases additional economic values of land

Increasing in reliability towards land and spatial information regarding a particular project
for the establishment of national Social Overhead Capital(SOC) can increase the foreign
capital investment and lead to expectation of secondary economic growth

2. Project Implementation Area

The project implementation area is divided into an implementation area for land and spatial
Information DB construction, an implementation area for system development, an
implementation area for data center and infrastructure construction, and an education andtraining area for capacity building.

2.1. Implementation area for Construction of Land and Spatial Information DBSince the primary target area for land and space DB construction is the nationwide of Sri
Lanka, the entire Sri Lanka region is defined as the implementation area, and 24 municipal
councils, which are the secondary target regions, are defined as the secondary
implementation area.

1) Primary Implementation Area (Nationwide of Sri Lanka)

6

I. Project Overview


50cm Satellite Orthoimage Production‒ 50cm satellite orthoimage is constructed for the nationwide of Sri Lanka, and ground control
point surveys occur sporadically throughout Sri Lanka. Therefore, the nationwide of Sri
Lanka is defined as the implementation area.
Additional GNSS CORS Network Installation (32 locations)‒ 32 additional GNSS stations have been installed throughout Sri Lanka, excluding Western
Province. Therefore, the nationwide of Sri Lanka is defined as the implementation area.
Computerization of Old Survey Plans‒ The Old Survey Plans are kept at 25 District Survey Offices under the SDSL, and 25 District
Survey Offices are distributed throughout Sir Lanka. Therefore, the nationwide of Sri Lanka
is defined as the implementation area.
‒ Scanned Survey Plans of 25 District Survey Offices are as follows:[Table I-2] Survey Plans scanned by District Survey Offices

Provinces

Western
Province

North-Western
Province

North
Province

CentralProvince

North-Central
Province
Eastern
Province

District
Name

Total

Digitizing (2019. 05)

No of Plans

No of Lots

No of Plans

No of Lots

KALUTARA

4,615

116,94478

103

COLOMBO

9,633

12,5001,650

854

GAMPAHA

2

0

1,744

1,002

KURUNEGALA

8,820

349,060

4,327

213

PUTTALAM

370

75,368899

10,849JAFFNA

2,856

30,246385

1,996

VAVUNIYA

416

52,687411

6,700

MANNAR

782

16,673348

3,960

MULATIVU

294

24,767210

4,725

KILINICHCHI

562

24,900672

12,689

KANDY

6,262

162,707

3,825

12,822MATALE

2,225

120,227

1,504

1,023

NUWARAELIYA

2,759

70,356317

30

ANURADAPURA

2,212

514,464

1,759

2,893

POLONNARUWA

689

253,492

467

6,805

TRINCOMALEE

3,230

89,190917

16,383

BATTICALOA

2,797

12,098

512

1,420

7

Sri Lanka LAS & LISS Project F/S Service

District
Name

Provinces

Digitizing (2019. 05)

No of Plans

No of Lots

No of Plans

No of LotsAMPARA

4,081

171,434

1,890

9,910

GALLE

6,026

114,321

1,463

932

MATARA

2,798

95,423799

0

HAMBANTOTA

724

188,862

0

1,037

KEGALLA

9,670

77,373

1,131

0

RATNAPURA

1,116

388,887275

0

BADULIA458

176,814408

963

MONARAGALA

537

136,829

1,095

4,140

82,3033,275,622

27,086

101,449

Southern
Province

SABARAGAMUWAIProvince
UVA
Province

Total

TOTAL

2)
3) Secondary Implementation Area (24 Municipal Councils)

Establish spatial DB of land, buildings and roads for local governments in charge of majoradministration based on land information for joint utilization and continuous renewal of land
information.



The major municipal councils are areas in which various license administrations frequently occur,and 24 MCs were selected through consultation with the SDSL TFT. The major MCs selected
are as follows:[Table I-3] Major Municipal Council Selection Results

District

ColomboGampahaKurunegala
JaffnaKandy
MataleNuwaraeliya
Anuradapura

Municipal Council

Area(㎢)

ColomboDehiwala-Mount
KaduwelaMoratuwa
Sri Jayawardanapura Kotte
GampahaNegombo
Kurunegala
JaffnaKandy
Dambulla
MataleNuwaraeliya
Anuradapura

40.33
21.07
88.11
19.26
16.47
27.81
28.53
11.80
19.49
27.01
57.05
12.16
13.55
46.99

8

I. Project Overview

District

Municipal Council

Polonnaruwa
Baticaloa

Polonnaruwa
Baticaloa
Akkaraipattu
Kalmunai
Galle
MataraHambantota
Rathapura
BadullaBandarawela

AmparaGalle
MataraHambantota
Rathapura
BadullaTotal

Area(㎢)
38.14
38.10
5.39
28.53
18.70
21.02
82.78
26.37
10.61
8.75
708.02[Figure I-2] Implementation Area for Construction of Land and Spatial Information DB

2.2. Project Areas of System, Data Center and InfrastructureProject Areas of System, Data Center and Infrastructure are as follow‒ One(1) Main Data Center and One(1) Backup Data Center‒ Twenty Five(25) District Offices to improve the work environment‒ Eighty Four(84) Divisional Offices to improve the network equipment‒ 24MCs to be provided LAS User PC(including LAS Client Software)

Main Data Center located No 150, Kirula Road, Narahenpita, Colombo 05 at SDSL 2nd andthe Backup Data Center located Techno City, Pitipana, Homagama where is 20km far fromSDSL the particular organization which is in charge of the operation and management.

9Sri Lanka LAS & LISS Project F/S Service[Figure I-3] The location map of Data CenterAbove mentioned local Survey offices and MCs are scattered throughout Sri Lanka, so that itis defined the entire region of Sri Lanka as a project area.

And location of the relevant local survey offices are as follows[Table I-4] Dist-SO and DivSO

Province
Western
North
Western

Northern

Dist-SO
ColomboGampahaKalutara
Kurunegala
Puttalam
JaffnaKilinochchi
Mullaattivu
Vavuniya
Mannar
Kandy

CentralNorth
CentralEastern

Southern

Sabaragamuwa

MataleNuwaraeliya
Anuradapura
Polonnaruwa
Baticaloa
Trincomalee
AmparaGalle
MataraHambantota
Rathapura

Divisional Survey Office
Colombo, Kesbewa, Homagama
Attanagalla-Bimsaviya, Gampaha, Ja-ela/ Wattala-Bimsaviya
Kalutara - Bimsaviya, Mathugama, Horana, Pelawatta
Kurunegala-Bimsaviya, Maho, Wariyapola, Galgamuwa, Nikaweratiya
Anamaduwa, Madampe, Puttalam
JaffnaKilinochchi, Kilinochchi 2
Mullattivu, Mankulam
Vavuniya, Vavuniya 2
MannarDigana, Harispaththuwa-Bimsaviya, Kandy, Udunuwara- Bimsaviya(Doluwa ), Yatinuwara, Minipe
Dambulla, Matale, Laggala
Kothmale, Nuwara-Eliya
Anuradhapura, Kekirawa, Thambuththegama-Bimsaviya, Medawachchiya,
Padaviya, Thirappane
Girithale, Hinguraggoda, Kaduruwela
Batticaloa, Vantharumoolai, Vellavelli
Kantale, Trincomalee
Akkaraipattu, Ampara, Mahaoya, Sammanthurai
Elpitiya, Galle, Udugama, Baddegama
Akuressa, Matara, Kamburupitiya, Kotapola
Angunakolapelessa, Hambanthota, Thissa-Bimsaviya, Weeraketiya
Embilipitiya, Kalawana, Pelmadulla, Rathnapura, Elapatha - > Rathnapura
2, Balangoda

10

I. Project Overview

Province

UVA

Dist-SO
KegalleBadullaMonaragala

Divisional Survey Office
Kegalle, Ruwanwella, Galigamuwa
Badulla, Bandarawela, Rideemaliyadda (Mahiyangana), Welimada
Bibila, Monaragala, Galabedda, Thanamalvila

2.3. Implementation area for Capacity Building

Improving the educational environment is to improve the educational environment of theInstitute of Surveying and Mapping (ISM), which defines Diyatalawa as the implementation
area (Diyatalawa is located about 200 km east of Colombo, Sri Lanka.)

3. Institution for Project Execution


The Institution of Project Execution is the Ministry of Land and Parliament Reform (MoLPR)‒ Major tasks of the MoLPR are the development and conservation of national territory,
acquisition and management of national spatial information, land registration andmanagement, and reform of the parliament‒ In this project, the MoLPR supports decision-making by the highest decision-making
authority (as the umbrella of the SDSL), manages and supervises this project, andcoordinates opinions of stakeholders and related ministries

3.1. Project Implementation Agency
Survey Department of Sri Lanka (SDSL) is the project implementer‒ The SDSL is an organization that oversees the acquisition and production of national spatial
information, and produces/manages national territory information that involves measurementof the entire country, such as management of National Reference System, production ofnumerical maps and graphic cadaster, creation of satellite image maps, land survey, andestablishment of land information systems

11

Sri Lanka LAS & LISS Project F/S Service[Figure I-4] Organization Chart of Project Implementation Agency


SDSL has 4 Additional Surveyor General and Director for Finance and Asst Director (Internal
Audit) below the Surveyor General‒ Three(3) Addl-SGs operate and manage the fields of Human Resource Management andAdministration, spatial information production and management, local office management‒ An Addl-SG(HRM) responsible for Human Resource Management and Administration is
assisted by legal officer who is responsible for work related to competency reinforcement‒ An Addl-SG (Central), responsible for the production and management of spatial
information, oversees geodetic, mapping and geonames branches, Geoinformatics Division
including NSDI document management and Professional standard operations; Responsibility
for tasks such as support of spatial information DB construction, construction of land
information system, construction of data center and infrastructure and Monitor Financial
Performance of the Budgetary allocation‒ An Addl-SG (Field), which is in charge of managing local offices, is responsible for fieldsurvey activities carried out by 25 District Survey Offices and the Monitor the Physicalperformance, nine(9) Province Survey Offices and twenty-five(25) District Survey Offices(Manage and oversee the District Offices and Division Offices); Working in charge of spatial
information DB construction task
‒ An Addl-SG(TR), in charge of the implementation of the Cadastral survey of Bim Saviya
Program in relation to the Title Registration (TR) of land; Working in charge of building
land information system

3.2. Project Management Unit (PMU)[Figure I-5] Composition(Plan) of Project Management Unit

12

I. Project Overview[Table I-5] Role and Responsibility of PMU

Category
Project
Director (PD)
Deputy Project
Director (DPD)

Personnel
11Role
Responsible for the overall project and manages the projectprogress.
As the actual task manager, work order and progress arechecked through real-time communication with the working
group.
Legal andInstitutional One(1) person for project-related
Support for Project
Legal/institutional support and PMU
andoperation support (administration,
Administrative
budget, accounting, etc.)
Management (1)Remarks Overall Technical Support ofLand and Spatial
Information DB(3)

Project Leader
by sector

operation of land and spatial
information
 One(1) technical consultant for landand spatial DB establishment, one(1)technical advisor for UAV, one (1)technical advisor for DB deployment
 Overall technical support in the field

9
Land Information
System (2)of system development and planning Task analysis, design, development,
verification, and system operation
total of two(2) persons
 Overall technical support work in ICT

infrastructure
Data center andInfrastructure (2) One(1) person in charge of network &server, one(1) person in charge of
information security facilities, one(1)person in charge of local network
 One(1) person in charge of selecting

Capacity Building(1)

and managing relevant trainees in
Korea and Sri Lanka and supporting
the training program

4. Project Schedule

A total of 51 months' implementation schedule is divided into the following stages sequentially:,‒ Selection of Consultant : 3 months‒ Consultation (before main project): 12 months to prepare the selection of the Provider (Phase 1:
basic design and bid preparation 7 months, Phase 2: support to proposal evaluation andcontract support)‒ Construction(by the Provider): 36 months (same as supervision period)‒ Operation and maintenance is followed for 24 months after completion of the project.

13

Sri Lanka LAS & LISS Project F/S Service[Table I-6] Detailed Schedule and Personnel Plan for Consulting Services(A)Classification

Activities

Preparati
on ofConsultin
g Service
1 2 3 4 5 6 7 8 9Consulting Services
1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 5 5
0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1

Selection of Consultant
Site Survey andConsu Phase Basic Design
lting
Preparation of1
Servicbiddinges
documents(48
Support tomonth Phase proposals)2
evaluation andcontract support
Phase 3 Supervision (36months)

14

I. Project Overview[Table I-7] Detailed Schedule and Personnel Plan for Mai Project(B)ClassificationConst
ructio
n
(36
month
s)

Activities
Establishment ofLand and Spatial
Information DB

Land Information
SystemDevelopment

Data Center andInfrastructure

Capacity BuildingMonth
1 1 1 1 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 5 5
6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1

Satellite imaging
Computerization of old plan
CORS installation
Building spatial database
Delivery of surveying andcomputer equip.
Land administration system
Land information service
systemIntegrated test
Pilot operation andstabilization
Design of data center andpurchasing equip
Establish data center
Functional and integrated
test
Stabilization of centersystemInvitation training in Korea
OJT(field practice)
Training of fostering
professional instructor
Expansion training forstrengthening operator
Improvement of training
infra environment

15

Sri Lanka LAS & LISS Project F/S Service[Table I-8] Detailed Schedule and Personnel Plan for O&M Support (C)Classificati
onActivities

Operation
andMaintenance Support(24 months)

Intensive support of stable
operation
General support for stable
operation
Training support for
reinforcement capacity building
Operational indirect Support
Remote operation support



O&M Support
5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7
2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5

Selection of the Consultant (3 months)‒ Estimated 3 months for bid to select the Consultant, proposal evaluation and contract agreement
Consulting Services (12 months)‒ The consulting services is largely divided into 2 stages; Phase 1 is to conduct site survey and basic
design for 5 months and preparation of bidding documents for 2 months.
‒ Phase 2 is proposal evaluation support and contract negotiation support.
Construction (36 months same as supervision period)‒ Estimated 9 months for satellite imaging and CORS installation
 Conduct the old plan computerization and the establish spatial information after the delivery ofsurveying and computing equipment is completed
 Estimated 23 months for old plan computerization and 16 months for building spatial information
 Development of land information system
 Estimated 24 months for land administration system and 12 months for land information system
 Estimated 6 months for integrated test and 6 months for pilot operation and stabilization‒ Data center and infrastructure Estimated 4 months for data center design and 15 months for procurement and fabrication ofequipment, including 2 months for Integrated Factory Acceptance Test(IFAT) Estimated 3 months for environment improvement of district survey office and backup data center

Construction, 3 months for main data center establishment
 Functional and integrated test will be carried out from M39 to M46 when the regional survey officeenvironment improvement and backup data center is completed and M44 to M46 when the main data
center construction is completed
 Stabilization for the center system during the last five months(M47 - M51) of the construction period,

including the remote support during 2 months.

‒ Capacity building The two-week invitational training in Korea will be held twice.
 Trainings for fostering professional instructors, expanding trainings for reinforcement of local

operators, and OJT for 2 months, 2 months and 36 months, respectively

16

I. Project Overview
 Improvement of the education infrastructure environment will be carried out for one month before

local education (starting at M30)


Operation and Maintenance Support (24months)‒ Intensive support period for stabilizing operations for 6 months after completion of the project. In
particular, local GIS engineers provide support until the end of operation and maintenance‒ Operation stabilization general support period from 6 months after completion of the project.
Specialized personnel in major business areas are deployed for 3 to 6 months(Data Center andinfrastructure : shift operation)‒ Providing additional and supplementary training once a half-year after completion of the project‒ Indirect operational support and remote operation support are conducted by sector, but systemdevelopment is carried out for 3 months and switched to remote support system for 12 months.
Network, hardware, and information security for 6 months(Shift operation) and switched to remotesupport system for 6 months.

5. Project Execution Plan
5.1. Fundamental Direction
5.1.1. Future Vision of Land Information SystemEstablish “Sri Lanka Land Information System Future Vision” by deriving core values through Sri
Lanka's current status survey and target business analysis and combining key keywords.



Future vision(plan) of Sri Lanka's land information system through various key words and corevalues deduced as “land information value innovation through land information management system”

17

Sri Lanka LAS & LISS Project F/S Service[Figure I-6] Future Vision of Land Information System

5.2. Target ModelThe land information system (LIS) of Sri Lanka is divided into two areas: 1) land information data
part and 2) the system part for land information management and utilization.



Data part consists of the land data obtained by digitizing the existing survey plans and spatial dataon land, buildings, and streets from major municipal councils. This part also includes CORS
Network installation and high-resolution satellite orthoimage production so that data can be built
seamlessly.

The system part consists of the systematizing the work processes in the land information
production and management process, the administrative system that uses land information, and theland information service system that allows sharing of land information with related entities.



The Target Model for the data and system parts of the LIS which is to be established through thisproject is as follows:18

I. Project Overview[Figure I-7] Target Model for Land Information SystemThe target mode for the Sri Lanka Land Information System organic relationship between the data
part and the system part, but also operating infrastructure to meet the requirements in relation to thedata center and system functions for smooth system operation and services.



Also, the system should be kept current bycontinuously updating data, and for this purpose, thenecessary surveying and database construction
infrastructure must be in place and the requirements
for data construction, system operating organization,and the capacity of organization members must be
met.



Therefore, in order to achieve the To-Be Model for
the Sri Lanka LIS, there must be a balance across thedata area, the system area, the operating infrastructurearea, and the capacity building of the operatingorganization and its members

19[Figure I-8] Key Infrastructure forLand Information System

Sri Lanka LAS & LISS Project F/S Service

5.2.1.Target Model for Land and Spatial Information DB
Land and Spatial Information DB section is updated as Numeric Cadaster3 through land registration
procedure based on direct survey.

‒ Graphic Cadaster is extracted from old survey plans and 5cm UAV aerial orthoimages4‒ Numeric Cadaster is generated through field survey data

[Figure I-9] Target Model for Land and Spatial Information DB

3 Numeric Cadaster : Land information that sets land boundaries through precise direct surveying and confirming such
performance
4 Orthoimage : Image that vertically projects and calibrates all points on the land through the process of orthoimage
correction(Differential deviation correction) to remove displacement or distortion of the subject occurring at the time of satellite
imaging20

I. Project OverviewTo express the land information of Graphic Cadaster, building a database of image backgroundmap composed of 50cm satellite ortho-images and 5cm UAV aerial orthodontic image‒ The target model of database is largely composed of the background map section, the graphic
cadaster section, Numeric Cadastre Section, the street and building space DB section, and theproperty information section of each land, building, and street.


CORS-Network is established to enable Virtual Reference Station (VRS) services throughout Sri
Lanka to maximize the efficiency of land surveying tasks.

‒ 32 CORS-Networks shall be constructed in areas excluding the Western Province
5.2.2. Target Model for Land Information SystemLand Administration System‒ Modularize land administration procedure and framework by key tasks and functions and develop
it as a central system for integrate operation‒ Develop to allow direct update, search, or revise data acquired from existing map or books, or dataacquisition on site

[Figure I-9] Target Model for Land Administration SystemLand Information Service System‒ Establish service system to allow citizens to conveniently access the land information of state landor private land through internet along with cadastral map provided with satellite image and aerial
image‒ Easily access and check the progress status of private civil-services anywhere anytime through theinternet

21

Sri Lanka LAS & LISS Project F/S Service[Figure I-10] Target Model for Land Information Service System
5.2.3. Target Model for Data Center and InfrastructureConstruction of Main Data Center / Backup Data Center‒ Operate Hot site(Same composition, real-time synchronization) between Data Centers[ Figure Ⅰ-13
PCP vs Target
Model
Comparison]
Composition
Map
Comparison[Figure I-11] PCP vs Target Model Comparison



Data Center Network Construction Plan

‒ Redundant Network and expanding of bandwidth22

I. Project Overview[Figure I-12] Data Center Network Construction Plan

5.3. Implementation Plans
5.3.1. Implementation Plans for Land and Spatial Information DB

1) Overview
Installation of Additional GNSS CORS Network (hereinafter referred to as "GNSS CORS Station")throughout the nationwide of Sri Lanka



Produce and supply high resolution (50cm class) satellite orthoimages in unified coordinate system(SLD99).

Computerization of Old Survey Plans based on satellite orthoimages (create spatial data for eachparcel).



UAV surveys are conducted for 24 municipal councils.

‒ Produce aerial orthoimages(5cm GSD) and Construction of spatial DB for parcels, buildings andstreets based on aerial orthoimages.
2) Installation of Additional GNSS CORS StationAdditional installation of 32 GNSS CORS stations throughout the nationwide of Sri Lanka‒ Consist of 38 stations total including 6 GNSS CORS stations in the Western Province.
The additional GNSS stations will be set up so that a triangulation network among nearby stations.

‒ The baseline distance that constitutes the triangle network is not to exceed 100km, and the islandsin the southern and northern parts of Sri Lanka are also configured not to exceed 60km so that
VRS services can be performed smoothly.

23

Sri Lanka LAS & LISS Project F/S Service[Figure I-13] CORS-Network As-Is & To-Be

3) 50cm Satellite Orthoimage ProductionEstablish high resolution satellite orthoimages for the whole of Sri Lanka.

‒ Use as background map of national basic map and national spatial information system.
‒ Use as key data of graphic cadaster for construction of land information.


KOMPSAT-3 is a high-resolution earth observation satellite equipped with an electro-optical camera
with a resolution of 70cm that became the cornerstone of Korean commercial satellite imagery. In
March 2015, KOMPSAT-3A equipped with a mid-infrared sensor and a precision optical sensor was
launched, and it is currently providing images comparable to those provided by commercial
satellites.

With KOMPSAT-3/3A, satellite imaging across Sri Lanka is expected to take about eight months,
including new and complementary shots. This is a valid supply period to use as a base image for Sri
Lanka land information construction.



The new satellite image supply plan proposed by Korea Aerospace Research Institute, a multi-purpose
satellite operator, is as follows.

Satellite orthoimages production for the whole of Sri Lanka shall be based on new shooting images by
KOMPSAT-3/3A satellite.

‒ Utilize mono-scope images and 1m grid digital elevation model5(DEM) to perform ortho rectification
procedure.
‒ Digital elevation model for the entire territory of Sri Lanka shall be 1m grid spacing and be within
the tolerance of vertical accuracy is under 3m

5 Digital Elevation Model(DEM) : Refers to numerical model that expresses the topography excluding buildings, trees, andartificial structures within real-world topographic informatio

24

I. Project Overview[Table I-9] KOMPSAT-3/3A Image Proposal

Image service

Standard

Coverage method

Monscopic

Application theme

Mapping andLand Management

Image mode

Strip

Product type

BundleFile Format

GeoTiff

Preprocessinglevel

1R(1A)

Viewing angle

W30° ~ E30°

Clouds + Shadows

10%

Snow + Ice

10%

25

Sri Lanka LAS & LISS Project F/S Service[Figure I-14] Satellite Ortho-images Production Process

26

I. Project Overview


Due to the marine climate of Sri Lanka, if the cloud is more than 10% of the newly recorded
KOMPSAT-3/3A satellite image, re-shooting is performed. Complementary use of commercial
satellite imagery (Airbus’s Pleiades-1A/1B or Digital Global’s GeoEye-1) prepares a complementarymeasures for acquiring new images.

In the case of mountainous areas with little change in terrain, KOMPSAT-3/3A satellite images
acquired before the project can be used. It decides the final use through the verification and verification
process of the acquired image together with the Survey Department.

4) Computerization of Old Survey Plans

Target Volume for Computerization of Old Survey Plans is 82,303 sheets which have been scanned
already‒ But, they must be diagnosed so that they can be classified according to their condition (scanning
quality) and low-quality ones must be re-scanned.
The scanned survey plans are divided into high-quality, normal-quality, and low-quality. Low-quality
must be re-scanned.

‒ The estimated amount of Low-quality scanned plans is about 10% of the total amount.

[Figure I-15] Computerization Process of Old Survey Plans

27

Sri Lanka LAS & LISS Project F/S ServiceThe coordinates of the ground points as the reference points can be checked on the scanned survey
plans and the coordinates of the ground points shall be extracted from the 50cm satellite ortho-images‒ The coordinates of the ground points for at least six reference points should be entered for each survey
plans

Geo-referencing of the scanned survey plans should be carried out through a 2D affine transformation
using the coordinates of the ground points of the reference points.

‒ The accuracy of the geo-referencing should be verified by analysis of the residual and root meansquare error of the reference point coordinates after the 2D affine transformation.
5) Land and Spatial DB Construction for 24 Major MCs
The land and spatial database for the parcels, buildings, and streets of 24 major municipal councils (MCs)will be established based on spatial data extracted from 5cm aerial orthoimages by UAV survey.

28

I. Project Overview[Figure I-16] Spatial DB Construction Process for 24 Major MCs

29

Sri Lanka LAS & LISS Project F/S ServiceData acquisition plans for aerial ortho-images(5cm GSD) production using UAV‒ Preparation of the flight plan for data acquisition plans using fixed wing UAV.
‒ Flight altitude 150m / Flight speed 55km/h / End-overlap 75% / Side-overlap 65%[Table I-10] Flight Plan for 24 Major Municipal Councils (Sample)

Colombo Municipal Council

Dehiwala-Mount Municipal Council

Utilize screen digitizing method for extracting boundaries of parcels, buildings, and streets.

‒ Apply boundary feature layer defined by digital data management regulations of SDSL
‒ When boundaries of parcels, buildings, and streets cannot be identified due to obstacles such as trees
in the aerial orthoimages (5cm GSD), identify as not-confirmed points and renew through on-sitecomplementary survey.

[Figure I-17] On-Site Complementary Survey for Non-Confirmed Points from aerial orthoimages
The coordinates of the ground points of not-confirmed points are acquired through on-sitecomplementary survey, and the coordinates are connected with the confirmed points identified via
the orthoimages so as to create spatial objects in the form of polygons for parcels, buildings andstreets.

30

I. Project Overview‒ In this project, if the boundary point cannot be identified in the 5cm class aerial orthodox image, it is
set to about 20% of the total boundary point (this is based on the results of the 2017 LX pilot project).
‒ On-site complementary survey of non-confirmed point is conducted by traverse survey using Total
Station, and provides on-site survey support system (including pen-computer and on-site survey
support SW) for this purpose.
‒ Parcel boundaries were extracted through 10cm UAV aerial ortho-images over pilot application
area consisting of urban and rural areas of Sri Lanka and over 70% of parcel boundaries wereidentifiable through this imaging according to the results of existing project (pilot project)For each spatial object for parcels, buildings and streets, the results are determined by checking the
spatial data such as inspection of continuity and integrity of parcels the logical inspection of thebuildings and streets.

‒ Construct attributes for spatial objects such as parcels, buildings, and streets according to data
model re-defined through this project.

[Figure I-18] Structured Editing

The cadastral data model and sporadic data model defined by the SDSL are used as the data models.

‒ The LIS data model including the unique numbers of parcels (parcel ID, asset number and Asset Street)are used.


As the attribute classification for attribute inspection, attributes are classified into common attribute
elements included in all parcels, buildings and streets and independent attribute elements included
only in the spatial objects of parcels, buildings and streets.

6) Provision of Equipment of Survey and DB Construction

Utilize for construction of land and spatial DB for Sri Lanka LIS operation.

‒ Categorized as computer equipment and survey equipment

31

Sri Lanka LAS & LISS Project F/S ServiceSurvey equipment‒ UAV Survey : SDSL UAV Survey Equipment : 5sets
 UAV Data processing S/W : 10copies
 UAV Data processing H/W(Workstation) : 10sets‒ GNSS Survey Equipment : SDSL and District Survey Offices
 District Survey Office : Each 1set (total 25sets)
 SDSL : 3sets (Reserve)‒ Total Station Survey Equipment : SDSL and District Survey Offices
 District Survey Office : Each 1set (total 25sets)
 SDSL : 3sets (Reserve)‒ On-Site Survey Support System (including Pen-Computer and S/W) : SDSL and District Survey
Offices District Survey Office : Each 1set (total 25sets)
 SDSL : 3set (Reserve)Computer equipment‒ PC : Computerization of Old Survey Plans and Construct spatial DB from aerial orthoimages
 District Survey Office : Each 5sets (total 125sets)‒ Workstation : Consists of equipment to consistently manage/renew constructed data District Survey Office : Each 1set (total 25sets)
5.3.2. Land Information System Development Plans

1) Goal for System Development
Establishment of land administration system that includes functions of land registration, survey result
management, field note management and linkage with land assessment information of local
authorityEstablishment of land information service system that allows the citizens to conveniently checkinformation of cadastral plan, roads, and buildings through the Internet



Establishment of management system to create cadastral survey results by UAV and T / S andmanage survey historyEstablishment of system that can manage high resolution UAV orthoimages and overlap them withcadastral map

Establishment of linkage system that can link and utilize cadastral plan with various related organizations
such as DoRG, LSD, DoLCG, SDSL, and MC

32

I. Project Overview

2) Plan for System Development
Implement a system that improves work productivity by improving waiting and delays by introducing
information sharing systems among related organizations in land-related workInquiry of the latest land information and visualization of various statistical information such as tables
and thematic maps so that they can be reasonably utilized for decision-making of land policy.

[Table I-11] Improvement for task performance by land-related organization

Category

AS-IS

TO-BE

 Delays caused by collective updates of

SDSL

 Eliminate delays by distributing cadastral

map updates across regions using thecadastral maps within cadaster areas bysystemSDSL
 Improve surveying accuracy and Poor surveying productivity due to a lack of productivity by introducing field surveyinga system for surveying data acquisition,
support system (TOSS) and surveying
results preparation, and results inspection
results preparation and inspection system
 Provide only cadastral maps that do not Bolster the prestige a cadastral and spatial
include buildings and streets
information agency by providing multipurpose cadastral maps that contain Visual inspection of most of the survey
information on buildings, streets, and land
resultsuse Currently, it often takes more than 50

DoRG

 Improvement of service quality for citizen
seconds to check a parcel map via LSD,
by Improving public services by boosting
attesting to the inefficiency of the public
the parcel map checking speed with aservicesbetter system server and network
 There is no system for online delivery to Speed up processing speed by sharing
LSD when a title certificate is produced for
information online with related
the first timeorganizations such as LSD, SDSL
 Inefficient because cadastral maps in Bim

LSD

DoLCG

cadastral maps online via the LAS
Saviya are provided offline Increase productivity by reducing waiting Lack of delivery system for sharing
time through the sharing of information on
information with relevant entities at various
the progress of each step of the Bim Saviya
stages of the Bim Saviya program
program in real time Lack of a practical system for selecting

targets for land alienation

 Transparent selection of beneficiaries ofland alienation through the system

 In the case of land sub-division, finalMC Boost work efficiency by receiving

 After land sub-division approval, thesystem automatically reflects the cadastral
approval is by MC, and information is notplan to always use the latest cadastral plan
automatically reflected on the cadastral plan.
for work.
 The assessment number is not entered in the Land valuation information can be used in
cadastral map, so the land valuation
the system by inputting the assessment
information of the parcel cannot be linked
number managed by MC

33

Sri Lanka LAS & LISS Project F/S Service

3) Plan for System Development
System development methodology is to develop a system by applying agile methodology that is
widely used in large-scale remote system development.



System is developed in cooperation with local private companies to secure the foundation formaintenance and foster private experts in the future and their roles are analysis of business, analysis ofneeds, function design, development of GUI, function for simple query of information, unit test,
integrated test, pilot operation and so on.

System is developed in three languages which are Sinhala, Tamil and English. Main contractor isdeveloped in English and local developer is developed in Sinhala and Tamil version in the system

The GIS engine required for system development is based on open source, and the DBMS engine
uses Oracle (including SDO components), the most commercial DBMS used for spatial information.

Prevents security risks and increases user convenience by applying a Single Sign On (SSO) service
that allows access to multiple systems with only one account without having to go through theauthentication process for each system.



Investigation and analysis for system development are carried out locally within 4 months after thestart of the project, and system development is carried out in collaboration with the contractor andthe surveyor's OJT staff.



The development period is two years, and the next one year, unit test, integrated test, pilot
operation, and system installation are carried out. Especially, the system self-operation capability
is enhanced through technology transfer, capacity building for user and operator4) Scope of System Development
System development of each phase of this project consists of sub-systems so that the necessaryfunctions for each module can be used by each institution, and the contents of development are as
follows.

[Table I-12] scope of development of land information system

Category

Sub-system
Land Registration

Land
Administration
SystemCadastral Map
Management

Land Information
Inquiry

Overview
It is a system that registers title of land, receives and registers the owner
information about land, and complaints such as land sub-division,amalgamation, etc., and can check the existence of parcels inconnection with spatial data and issuing certificates for citizen
This is system to Imports cadastral survey data to generate a topology,
and then generates parcels, and parcel sub-division, Amalgamation
parcels, modifies parcel boundaries, and manages features such as
cadastral maps and administrative boundaries. Plays the role of the basesystem to check the existence of parcels in the land registration systemand function to export ‘shape’ file
It is a system that inquires registered cadastral information and inquires
past history data so that uses it for various administrative tasks. It also
consists of functions that express various subjects for easy andconvenient use by connecting cadastral statistics information by34

I. Project Overview

Category

Sub-system
Survey Requisition
Information
Management
Survey Result
management

Survey Inspection
systemField Survey

Document
Management

Image Base map
Management

Land Information Service System

Overview
administrative area with spatial data
It is a function to accept survey requests by complaints and agencies,
and then assign surveying tasks to survey technicians, manage thepriority of survey requests, assign surveyors, and upload survey data
A system for preparing cadastral survey results by UAV and T / S,
which includes functions for survey calculation, result storage, drawing
and record, and linking function to register the cadastral survey resultswith cadastral map management system
This system checks the result of cadastral surveying by UAV and T / S.
It consists of the function of attribute verification, file verification,
attribute error, feature verification, overlap checking and printing out
survey result map
Field survey supporting system that applies new technology to acquirecadastral data more easily and quickly in the field, consisting offunctions such as real-time observation results, superimposition ofimage data, and creation of survey results
A system that scans documents and field note that are submitted withsurvey results, inputs meta information, and uploads them to a server.
This allows users to quickly search scanned documents along withcadastral maps. The document management system can also be used toscan and store documents submitted by the complainant in land
registration
The image base map management system integrates satellite image,aerial and drone image by region and shooting date. It creates image
index and meta information so that the user can conveniently search forthe desired image. Allows to check the video screen in 2 or 4 divisions
to analyze the image in time series
For citizens to overlap with satellite images and aerial photographs, the service
will be established so that land information such as cadastral maps, state-owned
lands, and private lands can be conveniently checked through the Internet andeasily check-up application status through the internet

5.3.3. Construction Plan for Data Center and Infrastructure1) Selection of Project Area

Headquarters office of SDSL(Survey Department of Sri Lanka) under the Ministry of Lands andParliamentary Reforms.

Second(2nd) floor of SDSL headquarters is the space where main equipment, network link andoperating personnel for existing LIS(Land Information System) are located2) Space utilization Plan for Data Center

Utilize the space on beside of existing server room(Currently work space for O&M personnel)‒ As for the installation of rack, two (2) layered array is possible and space for 3 racks for future
expansion can be secured

Utilize the space in NDC(National Data Center) for Backup Data Center

35

Sri Lanka LAS & LISS Project F/S Service[Figure I-19] Utilization Plan for the Spaces in the Data Center3) Construction Plan for Hardware/Software/Network
The Sri Lanka Land information System network is designed using the LGN 2.0 network to connect themain Data Center and the local survey office in consideration of stability, flexibility, security andexpansibility.

36

I. Project Overview[Figure I-20] Construction Plan for Data Center Network

Storage Design Concept: Service data area should physically separate the LAS(Land Administration
System) and LISS(Land Information Service System)[Figure I-21] Storage Area Composition Plan

4) Environment Facilities in Main Data Center
Power system : To supply constant power and emergency power through Generator (with Installation of
50 KVA UPS6)

6 UPS : Uninterruptible Power Suppl

37

Sri Lanka LAS & LISS Project F/S Service[Figure I-22] Power Facility Diagram


Thermo-Hygrostat: To maintain certain temperature and humidity, in order to prevent infrastructure
system disruption and improve system utility and reliability

Fire Suppression: To install Fire Suppression system(NOVEC 1230) with automated fire extinguishing
function.

Physical Security Systems for the Data Center : CCTV System &Access Control System (ACS)5) Improvement for Local Survey OfficeDistrict Survey Office : To construct the Intranet within Office and supply Workstations.



Divisional Survey Office : To apply LGN 2.0[Table I-13] Equipment List for Local Survey Offices

Category

Equipment

Specification

L2 Switch

Unit

Unit

10/100/1000 * 24Port, 2SFP or higher
CPU: 3.6GHz 4Core * 2ea,
Memory: 32GB, HDD: 600GB x 2ea
Graphic: Radeon Pro or higher
Quad-Core Processor / DDR4 2GB / 10/100/1000
Mbps (Fast-Ethernet)/
Hot Swappable / 1U Rack Mountable
ADF and Flatbed Scanner
1,200 DPI x 1,200 DPI (Hor. x Ver.)
Scanning Speed : Mono/Color - 25 p/min
2U, 1.5 KVA or higher. Rack-type

1

25 EA

2

50 EA

1

25 sets

1

25 EA

1

25 sets

Network Point

Exposed Outlet with UTP Laying

15

375 points

LGN Router

10/100/1000 * 24Port, 2SFP or higher

1

84 EA

FirewallCheckpoint CP 3200

1

84 EA

L2 Switch

10/100/1000 * 24Port, 2SFP or higher

1

84 EA

UPS

2U, 1.5 KVA or higher. Rack-type

1

84 EA

Network Point

Exposed Outlet with UTP Laying

2

168 points

Workstation
District
SurveyOffices

NAS Storage(Physical 10 TB)
Scanner
UPS

Divisional
SurveyOfficesQ’ty38

I. Project Overview[Figure I-23] Improvement Plan for Local Survey Office Network

6) Local Authority(Municipal Council)
Equipment for improving the working environment of individual Municipal Council (24 locations)of the Sri Lanka LIS are as follows.(Access the WEB based LAS by internet)[Table I-14] Municipal Council Specifications and Details of the Introduced Equipment

Category

Equipment

Specification

Unit
Q’ty

Total
Q’ty

Introduced
equipment

LAS UserPC(with LAS
ClientSoftware)CPU : Intel Core i7-8700 (3.2GHz, 6Core)
Mem : 8GB HDD : SSD M.2 256GB * 1EA, SATA
7.2Krpm 1TB * 1EA, O/S : Windows10 Pro 64bit
Keyboard, Mouse, 24" LCD Monitor

2 set

48 et

5.4. Plan for Operation and Maintenance5.4.1. Organization for Operation and MaintenanceAfter the completion of this project, the project management plan is presented for proper operationand management of the Survey Department (SDSL).



Proposed operational organization composition, manpower supply and demand plan, system operationand management plan, and financing plan for practical operation.



Since the Survey Department, which conducts the project, has an LIS organization in charge for
LAS and LISS and an IT organization that supports the maintenance of IT equipment, so thatcomplements of the subordinate organizations for each department section/branch would be suggested,
instead of a separate organization.



Since the Database Acquisition Part can be operated and maintained by the existing Organization,and regional office personnel, therefore additional organization is not recommended.

39

Sri Lanka LAS & LISS Project F/S Service[Figure I-24] Improvement plan for operational Organization

1) LAS & LISS Organization[Figure I-25] LAS and LISS Organization


Detailed workforce status and grades for each sector are planned and operated as follows.

[Table I-15] Man Power Mobilization plan –LAS & LISS

SectorExpertManager(DSG-LIS)
Tech Leader (Snr.SS)
S/W
SystemGrade
High
MiddleLow

Total
Manpower

(1)

(1)

(1)

(1)

System Planning22

System Operation

2

2

System Development

2

2

6

6(2)

Total

(2)

40

I. Project Overview

2) IT Organization[Figure I-26] IT Organization


Detailed workforce status and grades for each sector are planned and operated as follows.

[Table I-16] Man Power Mobilization plan -IT

SectorH/W
SystemNetwork
Operation

Expert(1)

Manager(DSG-IT)
Server Management(Snr.SS)
Environment Management
Data Backup
LGN 2.0
Security System Management
Network O&M (Snr.SS)
Western Province
North Western ProvinceSouthern Province
Sabaragamuwa Province
Central Province
North Central Province
UVA Province
Northern Province
Eastern Province
Total

Grade
High
Middle
1

(1)
(1)

Low

(1)

1
1
1
1

(1)

3

1
1
1
1
1
1
1
1
1
11(2)

1
1

2(1)

Total
Manpower
(1)
1(1)
(2)
1
1
2
2
1
1
1
1
1
1
1
1
1
16(4)

5.4.2. Operational Cost

Operational costs such as labor, system maintenance, building management, and electricity bills
after the construction of LAS and LISS and Data Center are responsible by the Sri Lankan Government andSurveying Department (SDSL)

41

Sri Lanka LAS & LISS Project F/S Service[Table I-17] Man Power Mobilization plan -IT

Title

Annual expected
Cost(USD)

Description

Labor

269,894

Average Wage in Public Sector(22 persons)system maintenance

1,789,200

Update and Maintenance cost
12% of System Construction cost(H/W & S/W)

IDC Rental

83,448Annual payment for SLT IDC Space

Utility Cost

46,000General expenses including electricity, water and
gas

Total

2,188,542

6. Capacity Building Plan
6.1. Overview of TrainingThis project applies to various institutions and area so it requires customized effective training forvarious training subjects‒ Invitational training to Korea for key stakeholders Managers and workers)‒ Expert trainer education for mid/long-term competency reinforcement‒ Local expansion training through educated trainers‒ OJT for training core personnel for worker level system‒ Improve effects of training by improving old training environment and facilities

6.2. Invitation Training in Korea


Launch invitational training to Korea program to improve understanding for the project for public
officials at SDSL and its district survey offices and 24 major districts‒ Invitational training conducted for 2 weeks over 2 sessions for 60 people total (All expenses of 3 people
to participate in the invitation training in Korea will be covered by Government of Sri Lanka)‒ Conducted through lectures, equipment training, visiting relevant institutions, on-site experiences, etc.
[Table I-18] Invitational Training Program

Subject and Personnel

ProgramIntroduction of land policy cases and domestic land development
experiences in Korea
First session 30 people
1st week
Visit relevant institutions for introduction of status related to(Headquarters - 2 people, District
construction of advanced land information system– 12 people, MC – 12 people,
relevant central institution – 2
Demonstration of survey system such as UAV, TOSS, RTK
2ndpeople, Ministry – 2 people )Visit for land information computerization and network
week
construction status
Introduction of land policy cases and domestic land development
Second session 30 people(Headquarters - 2 people, District 1st week experiences in Korea
Visit relevant institutions for introduction of status related to– 13 people, MC – 12 people,
construction of advanced land information system

42

I. Project Overview

Subject and Personnel

Programrelevant central institution – 2
people,Ministry 1 people )

2nd
week

Demonstration of survey system such as UAV, TOSS, RTK
Visit for land information computerization and network
construction status※ Trainees are selected by SDSL and relevant organizations

6.3. Training for Fostering Instructor

Education of expert trainers is necessary for consistent training and education‒ Conduct intense training for key workers by field affiliated with SDSL headquarters which is theleading institution for this project‒ 4 Korean experts by field shall be dispatched to local region for 2 months in ISM[Table I-19] Subjects of Trainer Education

TraineeAffiliation

SDSL
Headquarters

Field

Subjects(People)Training Period

KoreanTrainers(People)

Data center and IT network

4

2 months

2

System (Land management
system)4

2 months2

Geomatix4

2 months2

Data acquisition and survey

4

2 months

2

Total

16

8

※ Trainees are selected by SDSL

6.4. Expansion Training for Reinforcement of Operator


Expansion training program for operation of developed system‒ Local expert trainer trained through trainer education program conducts training‒ 1 Supervisor per field shall participate consisting of Korean experts who conducted the trainer
education program

Training subjects consist of IT(Open source based), land management system operation and management,
GIS based Geomatix, land registration data acquisition and direct supplementary survey, etc.

‒ Commended over 2 months at ISM over 4 sessions and 2 weeks per field[Table I-20] Subjects for Expanded Training for Administrators

Affiliated Institution of Trainees

Number of Training
Subjects(People)

SDSL Headquarters
District Offices
84 Divisional Offices
Municipality Councils

43

Number of Trainees byField(People)

4

1

100

25

336

84

96

24

Sri Lanka LAS & LISS Project F/S Service

Affiliated Institution of Trainees

Number of Training
Subjects(People)

Number of Trainees byField(People)

4

1

4

1

4

1

4

1

552

138

Department of Registrar General's
Department of Land Commissioner General'sLand Settlement Department
Land Use Policy Department
Total

6.5. OJT(On-the-Job Training)

SDSL experts’ participation in developing the system, testing, pilot operation and etc. with Korean
experts in Sri Lanka for SDSL to utilize them as key personnel for future system operation[Table I-21] Program

Period36 months

Subject
SDSL

Personnel

Major

Goal

6 people

System expert(GIS, IT)

Cultivate on-site technical expertise byparticipating in system development, installation,and testing

6.6. Training Environment Infrastructure Improvement
Current training site used by SDSL is an old building which was built 50 years ago and the computer
rooms and lecture rooms on site are also very old which make efficient training difficult‒ Upgrade training site environment and reinforce training resources to reinforce training infrastructure‒ Include 2 sets of CORS construction related GNSS transmitter and controller in training equipment

7. Consulting Service
7.1. Necessity of ServiceEmployment of professional consultant is required to efficiently and economically execute preparation,
launch, and operation of this project as well as to efficiently achieve targets such as overall quality,
expenses, and atmosphere‒ Consulting service shall provide basic design of the project along with bidding preparation andsupervision along with foundation service for project execution

7.2. Scope of Consultation

Total Period : 48 months‒ Phase 1: Basic design and bidding drafting support (7 months)‒ Phase 2: Contract evaluation and support (5 months)‒ Phase 3: Supervision (36 months)

44

I. Project Overview[Table I-22] Consultation Service Period and Key Details

Project Phase/Period

Key Details

Basic design
and bidding 7 months
drafting support­ Establish database, develop land information system, construct data center andinfrastructure, training, draft bidding for maintenance and support work
­ Draft RFP

Proposalevaluation and5 months
contract
support­ Support of procurement for supplier selection­ Evaluate RFP from bidders and draft evaluation report­ Contract support following company selection­ Support over procurement period

Supervision36
months­ Supervision of DB construction plan, results, and quality­ Supervision of installation, unit testing, and overall testing­ Inspection of purchase and specifications for data center and infrastructure
construction­ Inspection of training program propriety­ Inspection of maintenance and support plan
­ Draft process report and completion report(Includes purchase, progress,
quality, payment management, etc.)Basic design shall establish execution plans for database, system, ICT infrastructure, and competency
reinforcement over 4 months in the beginning of consultation processSupervision shall inspect and evaluate the quality of product by phase over construction period(36months) of the projectSupervision shall consist of regular inspection by quarter, intermediate audit and final auditEach inspection shall consist of 2 weeks of local stay and 2 weeks of work in Korea for inspection
preparation, business trip preparation, and summarization of inspection details



Audit personnel shall consist of experts by field and they shall audit products throughout audit
period as below:‒ Land information system and ICT infrastructure shall be audited according to information system
auditing standards
Cadastral data construction shall be audited through direct survey and physical inspection of quality of
construction product

In addition, it will be added another three (3) more months to the project period because of theprocedure to select the PMC (Project Management Consulting)45

Sri Lanka LAS & LISS Project F/S Service

7.3. Human Resource Management Plan for the Consultant
1) Consultant CompositionConsultation service for this project is divided into 3 phases with the project being executed withexpert groups by field of database, system, data center, ICT infrastructure, and competency reinforcement
which are key areas of the project by phase

Phase 1 consists of basic design and bidding drafting, phase 2 consists of RFP evaluation and contract
support, and phase 3 consists of supervision of construction and composition of experts for consultation
service is as below[Table I-23] Composition Plan of Experts for Consultation Service

Personnel (M/M)
Phase

Phase
1

Basic design,
preparation
RFP

Grade

Foreign Local
Expert Expert

Special

38.00

Advanc30.00
ed

Key Work Details

11.00­ Basic design and RFP preparation on the field of CORS
construction, mapping digitalization, UAV surveying,spatial DB, land management system and data center-­ Basic design and RFP preparation on land administration
system, IT network, capacity building­ Project management

Support inevaluating
Phase
proposal and Special
2
contract
negotiation

20.75

-

­ Support in evaluating the proposal and contract
negotiating on the field of the construction of CORS,
mapping digitalization, UAV surveying, spatial DB, land
management system and data center

Advanced

7.00-­ Support in evaluating the proposal on capacity building­ Project management

Special

63.00

36.00

­ Supervision on the field of CORS construction, mapping
digitalization, UAV surveying, spatial DB, land
management system and data center-­ Supervision on land administration system, IT network,
capacity building­ Project management

Phase
3

Supervision
Advanc69.00
ed

8. Operation and Maintenance Support Plan
8.1. Type and Period of Operation and Maintenance Support
1) Type of Operation and Maintenance[Table I-24] Details of Operation and MaintenanceCategory
Correction(Defect) andMaintenance

Details­ Error correction, correction of inconsistency with function
specification sheet­ Output of inappropriate information­ Transaction error

46

Form of Support
Maintenance free ofcharge

I. Project Overview

Category

Details

Form of Support­ Inconsistency with function specifications and design details­ Abnormal termination of program­ Other functional defects
Adaptation
Maintenance­ Maintenance to allow use in other environments when systemchanges due to change in operational environment and relevant laws
­ Change in classification code and DB within scope of design­ System monitoring and reflect demands from work manager­ Tuning of functions and modules outlined in project agreement

Maintenance at cost
after warranty period

Function
Correction
andExpansion
Maintenance­ Maintenance conducted upon occurrence of performance
improvement factors due to new technology­ Structural adjustment of software­ Expansion of system functions­ Change to upper level hardware for system version upgrade­ Additional construction for DB

Conducted according
to maintenanceagreement

2) Maintenance PeriodStable support of maintenance and technical support are essential for the smooth operation of thesystem, and various technical support and stabilization activities are essential through the post-maintenanceteam.

‒ Contractor guarantees defect-free warranty for system equipment delivered after completion ofsystem construction‒ for 2 years‒ However, for the equipment and equipment initially delivered for drawing computerization andledger‒ computerization, 2 years warranty will be provided based on the equipment delivery date
‒ To establish a maintenance system to systematically respond to rapidly changing information
technology, conduct‒ preventive inspections in advance, and prepare measures to respond immediately to any failures

8.2.Operation and Maintenance Support Plan
1) Land Administration System and Land Information Service SystemKeeping the Sri Lanka land information management system stable, securing sustainable businessprocedure, establishing emergency preparedness system and rapid and immediate response system
in case of failure will be established‒ It is necessary to maintain systematic maintenance activities for two years (24 months) after
completion of the completion inspection to improve the stable operation and operational efficiencyof the systemTo support the maintenance of the system smoothly, the Survey Office (SDSL) has established amaintenance support team to enable the operation of Sri Lankan users and professional contractors

47

Sri Lanka LAS & LISS Project F/S Service‒ Operational maintenance support team by contractor supports stable operation by dividing into resident
period (12 months) and non-resident period (12 months)
Target of system maintenance is limited to the function of the application system in operation after
the completion of development‒ Includes technical assistance for the handling of failures and other normal operation of the system‒ Performed separately for free maintenance and paid maintenance[Table I-25] Scope of Maintenance at Cost

Category
Maintenance Period

Scope of Support­ After expiration of warranty period

Scope of
Maintenance­ Details of system installation related to added functions and expansion, designchange for performance improvement in H/W, DB, etc.
­ Damage caused by natural disasters and user errors, S/W subject to maintenanceat cost according to implemented commercial S/W vendor policy­ Other matter not included in defect repair

Details of Support­ Determine scope of execution and budget scale through negotiations with orderingorganization for maintenance at cost2) Land and Spatial Information DBTo secure the stability and utility of the Sri Lankan land information system:‒ Maximize data efficiency and secure DB reliability‒ Establish work regulations and settle early‒ DB localization support and immediate data error processingPrimary maintenance activities consist of immediate response and correction of data errors that may
occur despite the inspection process such as self-inspection of DB construction process and supervisor
confirmation.

Secondary maintenance activities consist of DB actualization support activities for early establishmentof DB construction work regulations and related technologies created in consultation with Sri Lanka'ssurveying agency during DB construction process.



Third maintenance activity is the support area following the update of DB data and it is limited tothe update of the built DB, not additional construction.



Maintenance of equipment provided for surveying and DB construction is divided into free maintenanceand paid maintenance through cooperation with local agency companies. Free maintenance is definedaccording to the maintenance policy of the supplied equipment manufacturer

3) Data Center and Infrastructure

Maintenance support for data center and infrastructure of Sri Lanka Land Information System isconfined to the network equipment, server system, facility equipment and etc. provided by thecontractor, and maintenance period consists of Six(6) Month resident maintenance period One(1)-year
shift work and Six(6)-month remote support period.

48

I. Project Overview


Scope of maintenance support includes Hardware A / S for systems installed in the main data center ofthe survey office main office, the backup data center installed in the NLT of the SLT, and thesystems supplied to 25 district survey offices and 84 divisional survey offices. Includes system
operation management, such as software up-grade and fault handling.



Warranty period for the above products is 2 years after the handover (Total 3 Years including one
year for the construction schedule),After Warranty, it is expected to be considered about 12% of the Construction cost.



Data center and infrastructure builders of Sri Lanka land information systems should establish detailed
maintenance support plans as follows.

‒ Store modules and products of high disruption frequency or major equipment at a certain ratio‒ Establish a plan to utilize local suppliers from the start of construction for rapid response‒ For global vendor products, support system is provided through local A / S system andneighboring countries‒ Establish a cooperative system between resident maintenance personnel and construction
equipment vendors‒ In order to increase the IT technical capability, it is required to involve local personnel from theinitial stage in construction phase of land data infrastructure system


Sri Lanka Land Information System's data center and infrastructure construction project maintenancestaff plan is as follows‒ Considering the trouble shooting that may occur in the early stages after the completion of the LIS
construction, IT specialists should stay in the SDSL HQ for Six(6) Months and conduct theconcentrated support period, then One(1) Year shift work and provide remote support for Six(6)Months thereafter.
‒ Two(2) specialists in total: One(1) Network and Hardware specialist and One(1) Information
Security Facility specialist[Table I-26] Infrastructure Maintenance Personnel Plan

Category
CommonDetailed Tasks­ Preventive inspection and maintenance by equipment­ Disruption processing and support upon occurrence of disruption

Network and server specialist­ Network equipment and server, Storage, Backup system management­ Equipment operation and local staff training

Information security facility
specialist­ Security system management­ Equipment operation and local staff training

4) Capacity Building

Six Korean experts from different sectors will be dispatched in Sri Lanka to provide additional training
for the smooth operation of Sri Lankan operators after the project as below.

49

Sri Lanka LAS & LISS Project F/S Service[Table I-27] O&M Support Personnel Plan of Capacity Building

Classification

Details­ Advanced class 1person in GNSS CORS * 2weeks * 4times (1 time perquarter * 4 quarters)

Land and Spatial
Information Sector­ Advanced class 1person in UAV field * 2weeks * 4times (1 time perquarter * 4 quarters)­ Advanced class 1person in DB/engine/server/integration * 2weeks *4times (1 time per quarter * 4 quarters)

Land Information System
Development Sector
Data Center andInfrastructure Sector­ Advanced class 1person in application program/web service * 2weeks *4times (1 time per quarter * 4 quarters)­ Advanced class 1person in network field * 2weeks * 4times (1 time perquarter * 4 quarters)­ Advanced class 1 person in security field * 2weeks * 4times (1 time perquarter * 4 quarters)

8.3. Operational Spare Part Lists


Spare parts support for Sri Lanka land information system is to operate land information systemstably by possessing important equipment, modules, and parts in advance in order to quickly maintain IT
infrastructure system failure and damage‒ Spare parts budget required for each system is allocated 2% of the ICT infrastructure budget to thespare parts budget, referring to the case of other EDCF projects‒ Criteria for selecting spare parts are prioritized by selecting failure frequency and system
importance‒ System builder shall supply spare parts according to the selection criteria of spare parts as shownin the example below.
[Table I-28] Operational Spare parts Provision Plan

Category

Operational Spare parts

Network/Security

Main Process Module, Interface Module, Power Module, L2 Switch, UTM, 1G SFP
Transceiver, etc.

Server/Storage

HDD, Memory, NIC Card, HBA Card, FC Card for storage, etc.

Infrastructure

UPS, Circuit breaker, Cooling fan, Fuse, key components for fire extinguishingequipment, anti-humidity and constant temperature components, CCTV, etc.

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I. Project Overview

9. Project Budget Calculation
9.1.Estimated Budget

Total budget for execution of this project is estimated at 60,330,000 USD based on the results offeasibility survey[Table I-29] Estimated Budget(Unit: 1,000 USD)
EDCF
Item

Foreign Currency

Local
Currency

GoSL

EDCF
Total

Total

Korea

3rd Countries

5,267

5,192

15,80426,26326,263

7,272

81

1,187

8,540

8,540

2,011

4,087

106

6,204

166

6,370

4. Capacity Building

897

274

469

1,640

307

1,947

5. Consulting Service

3,864

506

4,370

4,370

204

1,687

1,687

1. Land and Spatial
Information DB
2. Land Information
System Development
3. Data Center andInfrastructure

6. Operation &Maintenance Support
7. PMU(ProjectManagement Unit)
Direct Cost

1,405

20,71678

9,712

18,276

48,7048. Taxes and Duties
9. Contingency

1,683

10.Service Charges
EDCF loan

54

Total Budget

22,453

1,292

3,159

11,004

21,435

680

680

1,153

49,857

4,285

4,285

6,134

6,145

54

54

54,892

5,438

60,330* All taxes, duties, and levies imposed on goods and services in the democratic socialist republic of Sri Lanka
provided by the Suppliers will be exempted by the Government of Sri Lanka.

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Sri Lanka LAS & LISS Project F/S Service

9.2. Funding Plan

Total budget for execution of this project is estimated at 60,3330,000 USD based on the resultsof feasibility survey and;‒ 91% or 54,892,000 USD will be funded through loan from EDCF
‒ 9% or 5,438,000 USD will be funded by the Government of Sri Lanka[Table I-30] Estimated Budget(Unit: 1,000 USD)
EDCFForeign Currency

Item

Local
Currency

EDCF
Total

GoSL

Total

5,438

60,3309.014

100.000

Korea

3rd
Countries

Project Cost

22,453

11,004

21,43554,892

EDCF Ratio (%)

40.90

20.05

39.05

100.00

Ratio (%)

37.21718.24035.53090.9869.3. Annual Fund Expense Plan
[Table I-31] Annual Budget

Item
EDCF

Y0*
1,757

GOSL
Total of Direct Cost

1,757

(Unit: 1,000 USD)
Beyond Y4
Total

Y1

Y2

Y3

18,48019,925

6,855

328

412

413

18,80820,337

7,268* Project preparation period before selecting the main contractor to construct the system

52

1,687

48,704
1,153

1,687

49,857

I. Project Overview

10. Project Feasibility Analysis
10.1. Policy Feasibility Analysis


The Policy feasibility analysis of the Sri Lanka land information system construction project sha
ll apply the policy evaluation criteria of the 「Standard Guidelines for Conducting Preliminary Feasi
bility Studies for Overseas Projects in Public institutions. (2013), Korea Development Institute」.

‒ Assessing the coherence of the national policy and higher-level plans.
‒ Evaluate the project willingness and preference of recipient countries.
‒ Organize the necessity of projects based on national policy and willingness to pursue projects.
‒ Evaluate the feasibility of the policy by analyzing the risk factors expected in the project
promotion.
[Table I-32] Policy Evaluation Criteria ]Evaluation Criteria

Details

Consistency with National ­ Review consistency with national institutions and policy directives
Policies and Relevant­ Evaluate whether the project appropriately reflects the upper level plans or other
Upper Level Plans
relevant plans
Project Willingness andPreference
Project Necessity­ Evaluate attitude and willingness of project conducted by managing department
and overseas business related departments­ Determine specificity, personnel, resource input of project1) Consistency with National Policies and Relevant Upper Level Plans

Sri Lanka supports the Re-engineering Government as a top priority as part of the e-Government project, and has selected the Provincial Land Management System (PLMS) as one of the to
p 30 tasks for the Re-engineering Government. Through this, national policy on land manageme
nt is in progress.



In addition, the National Development Plan Vision 2025 was established to promote ICT technologie
s for national land management, while pursuing sound administrative capacity and fiscal consolida
tion through transparent and efficient land management.



Fiscal consolidation through land reform is a fundamental means of strengthening the macroeconomi
c framework, which is a priority for Sri Lankan national policy and related plans.

This policy foundation is based on the Spatial Information System for the administrative capacit
y of the Sri Lankan government, and is promoting “decision making and sustainable develop
ment through effective use of spatial information”.



Therefore, the land and national spatial information system based on land information of Sri Lanka is becoming a major national project beyond the social, economic, and policy dimensions,and will play a role as a medium for stimulating Sri Lanka's next-generation economy.

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Sri Lanka LAS & LISS Project F/S Service
This project provides “computerization of land data” and “land administration business unificati
on system” and establishes a joint utilization system of land information. Therefore, This proj
ect is not only compatible with Sri Lanka's national development plan, but also with the relev
ant plans in each sector.

[Figure I-27] Consistency With National Policy

2) Project Willingness and Preference

Sri Lanka has a strong commitment to build “Sri Lanka Land Information System” to achieve e-Government and Vision 2025, and e-Government and Vision 2025 are based on pre-emo
tive computerization of land information such as the current land use status as well as the sys
tematic system for improving land registration rate. It includes shortening of process time andjoint use of related agencies for land information.

Also, the project provides computerization of existing land information, land administration syst
em, land information sharing system, and related infrastructure. It is composed not only by the particip
ation of Korean technicians but also by localization by improving technology of local enginee
rs in Sri Lanka. In addition to Survey Department of Sri Lanka, Ministry of Lands Parliamentar
y reforms and Municipal Councils also give preference to projects.



Therefore, the Sri Lanka government hopes that the establishment project of Sir Lanka land information system through Korea's EDCF will be launched sooner (They hope to launch it in 2020), and Sri Lankan related ministries are actively paying attention and efforts, which makes it highly
feasible in terms of the willingness and preference of Sir Lanka.

3) Risk Factors of Project

Risk factors in implementing Sri Lanka's land information system include political issues, t
he possibility of financing, social balanced development, and special factors of the project.

‒ Political plan : Presidential election(2019.11.16); Cabinet composition may change according topresidential election results.

54

I. Project Overview‒ Funding : Sri Lanka's economic growth rate continues to grow, but the growth rate of manufacturingbase is slow.
‒ The economic growth rate after this project cannot be predicted only positively, so there are risk
factors due to repayment of loans.
‒ Socially balanced development: There are risk factors that can cause another variable in land
registration due to the increase of national tax burden due to land registration.
‒ Special Factors of the Project: This project is an ICT-based new technology introduction project,which requires the active participation of local engineers and the willingness to acquire technology
to localize the technologies in Sri Lanka.

10.2. Propriety of Project Scope and Subject
Data construction and system development sectors of this project should be the first priority under the policy of Sri Lanka.

It has a project scope considering the continuous development of Sri Lanka land information system, so that both its effectiveness and sustainability are satisfied.

In the data construction section of this project, target areas are defined by four major projects

The computerization of existing survey plans is 82,303 Old Survey Plans throughout Sri Lanka, which consists of a total of 3,275,622 parcels. The target area is appropriately constructed because it can be performed during the project by using 50cm satellite ortho-images for geo-ref
erencing of the scanned survey plans.



Spatial DB construction subject through UAV surveys and on-site complementary surveys
of approximately 708㎢ for 24MCs can be carried out within the project period. Therefore, this subject is properly organized.



To facilitate the use of land information system, the construction of one data center and one backup center and the improvement of the network environment and facilities of the 25 district su
rvey offices are considered to be appropriately configured.

Expansion of the network environment for 84 divisional survey offices in 25 district survey offi
ces maximizes practical utility and is considered to be appropriate.

10.3. Technological Feasibility Analysis
10.3.1. Applied Technology


Database construction technology can be largely classified into core technology based oncomputerization of old survey plans and spatial information DB construction technology by 24
MCs‒ Core technologies of computerization of existing survey plans are classified into 50cm satellite
ortho-images production technology for geo-referencing scanned old survey plans into a unified

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Sri Lanka LAS & LISS Project F/S Service

coordinate system, reference point extraction technology for geo-referencing from satellite
orthoimages, parcel boundary digitizing technology from geo-referenced survey plans, and spatial
DB construction technology.
‒ Core technologies of spatial DB construction for 24MCs are classified into UAV survey
technology, on-site complementary survey technology, and spatial DB construction technology.
UAV survey technologies consists of UAV flight planning technology, UAV flight and sensor dataacquisition technology, data processing technology and technology to extract parcel objects(including building objects and street objects) using orthoimages.
‒ Core technologies for the additional installation of CORS that can promote GPS survey
technology throughout Sri Lanka are divided into VRS correction data generation technology and
VRS measurement technology.


Development of land information system applies open source-based program development technolo
gy to minimize distribution and maintenance costs‒ Map editing program is developed by Stand Alone method and map inquiry program is developedby Web GIS method‒ Field survey system is developed in Android based on JAVA programming language‒ Database adopts an efficient Oracle database for stable linkage with existing databases and forsearching large spatial information.
‒ Development methodology applies the agile software development in consideration of thecharacteristics of the project being developed remotely

Data center and infrastructure construction technology standards comply with TIA (Telecommunicati
on Industry Association) data center standards (TIA-942 : Data Center Standards Overview)‒ ICT field technology for center network composition‒ Information security technology to minimize the influence of the system by intrusion and attack byunauthorized persons‒ Environment building technology for smooth operation of data center
10.3.2. Propriety of Applied TechnologyThe reference point extraction of Old Survey Plans using 50cm satellite ortho-images involves t
he use of a universal technology in its completion stage. Thus, it is far more effective in terms oftime and cost than applying field survey technology and its appropriateness is found to be ve
ry high.

The spatial database construction by UAV survey is a universal, specialized and mature technolog
y in the Korean market. The appropriateness of applying the UAV survey technology of Kor
ea to build a spatial database for the MCs in Sri Lanka was found to be high. The maturity and co
mpetency in relation to Sri Lanka’s local UAV survey technology are inadequate, but in caseof pursuing capacity building in an ongoing manner during the project period, the technology w
ill have very high utility in Sri Lanka as a sustainable survey technology.

‒ In Korea, based on the technology and know-how accumulated over many years, a project ofconstructing spatial information of coastal areas and major tourist attractions in Jeju Island by56

I. Project Overview

UVA survey is underway

As for the VRS correction data generation technology and VRS survey technology concernedin additional installation of CORS Network, they were found to be highly useful technologies in t
erms of cost-effectiveness because there are already six CORS stations in pilot operation. T
hrough sustainable services, it will contribute to dramatic advancement of the GNSS survey t
echnology across Sri Lanka.

Globally, open source-based GIS systems have been proven to be technically stable and are bei
ng used on multiple sites. Web GIS system components based on open source GeoServer, Open
Layers, Apache, and Tomcat have been confirmed to be compatible with existing Sri Lanka Systems. It is a system that can be maintained and managed stably by applying an open source ba
sed solution rather than an exclusive license, and meets the requirement of Sri Lanka.

The secured stability and security for operation of LAS and LISS through redundancy of netwo
rk facilities and information security facilities such as backbone and L4 / L7 switch, and hot site configuration through periodic data synchronization between main data center and backup data center. Appropriate facilities (constant temperature and humidity and fire extinguishingequipment) for power redundancy (always & emergency), uninterruptible power supply, and data center environment configuration are supplemented to supplement the limitations cau
sed by utilizing existing buildings.



According to the selection of equipment (WAS & DB Server) considering the server I/O transacti
on according to concurrent users (expected value), ICT core technologies such as server virtuali
zation and backup devices are secured. Effectively reflected in the design and found to be appr
opriate.

10.4. Propriety Analysis of Budget
10.4.1. Budget Composition


Cost of Sri Lanka land information system construction projects is divided into seven major categori
es, and the cost of each sector is divided into those of Sri Lanka, Korea, third countries, and recip
ient countries

Total budget is estimated at project cost of USD 60.33 million, direct project cost of USD 50.0
3 million, and other contingency and taxes are estimated at USD 13.49 million

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Sri Lanka LAS & LISS Project F/S Service

10.4.2. Propriety of Budget Calculation[Table I-33] Budget Composition(Unit: 1000 USD)

Estimated
BudgetRatio

26,263The cost of database construction is broken down by eachconstruction process, and the project cost is calculated to maintainappropriateness to effectively cope with the fluctuation risk caused
43.54% by the increase or decrease of quantity.
53.68% of database construction costs are made up of Sri Lankan
local technicians, so the project cost ratio reflects localization ofsurveying and DB construction technology.

8,540

The cost estimation method based on the function point iscalculated based on the function regardless of the technical level ofthe domestic developer and the local developer in the recipient
country and can provide rare proof to apply benefit for Domestic
developer and the local developer. S / W is not suitable for
14.16%
measurement, and the project cost for system construction of thisproject is calculated by the manpower calculation
As a result of comparing the cost of manpower input and thefunction point method, the cost of manpower input method issimilar to the 95% of the function point method cost

6,370

Cost calculation is based on the standard wage unit cost by sector
and is appropriate.
­ Applicable standard: technician wage unit price in 2018 S/W
engineering and telecommunication engineering
10.56%­ The performance and capacity calculation is based on the Korea
Information and Communication Technology Association (KTTA) 'Information System Hardware Sizing Guidance', and isbased on monthly price data (Korea Price Association),
manufacturer's quotation and market price survey.

1,947

Cost calculation is based on the standard wage unit cost by sector
and is appropriate.
­ Applicable standard: technician wage unit price in 2018
3.23%
­ Costs for capacity building for Sri Lanka land informatization
projects; Includes costs for invitation training in Korea,
instructor training, expansion training for system operators,
OJT, and education infrastructure improvement

Consulting Service

4,370

Cost calculation is based on the standard wage unit cost by sector
and is appropriate.
7.25%­ Applicable standard: : technician wage unit price in 2018 S/W
engineering and telecommunication engineering

O&M Support

1,687

2.80% Cost of maintenance support for 24 months after project completion

PMU

680

1.13%

Contingency and
Taxes

9,723

The physical contingency was estimated at USD 2,433,000 (5% of
17.37% direct project cost) and USD 3,701000 for price reserve.
Tax and duties were calculated by the provider VAT 15%, PAL 7%,

Category

Land and Spatial
Information DB

Land Information
SystemDevelopment

Data Center andInfrastructure

Capacity Building

Budget Propriety

It was set as the government cost of Sri Lanka, and was properlyorganized as the operating cost of the project organization.

58

I. Project Overview

Category

Estimated
BudgetRatio

Budget Propriety
average TAX 10.3% etc.
* All taxes, duties, and levies imposed on goods and services in the
democratic socialist republic of Sri Lanka provided by the Suppliers
will be exempted by the Government of Sri Lanka.
EDCF Loan fee is 0.1% of direct project cost according to EDCF
guidelines.

Total EstimatedBudget

60,330The overall project cost was appropriately assigned to the existing
projects for Sri Lanka's nationwide drawing computerization
project, 24 major urban spatial information construction, land
information system development, and data center construction, andthe project cost was distributed evenly by sector.

Land and Spatial Information DB construction project cost is broken down by each constructi
on process, and the project cost is calculated to maintain the appropriateness to effectively copewith the fluctuation risk caused by the increase or decrease of quantity. In addition, 60.208%of the project costs are made up of Sri Lankan local engineers, so the project cost ratio reflects the localization of surveying and DB construction technology.

The system development division is designed to share the development results and reflect t
he requirements to the system by inputting an average of 10 development personnel to Sri Lanka five times during the development period. About 20% of the development work is designed to be developed by local developers, so it is appropriately configured to enable system maintenance in the private sector in the future.



The data center division is constructed to enable stable operation of the Sri Lanka LIS by establishing a main data center and a backup data center, and include improvement of the operational environ
ment of the District Survey Office and improvement of facilities of the Divisional Survey Office. Th
erefore, since it includes overall improvement costs from land-related work to administrative s
ervices, it shows the appropriateness of project cost composition to prevent additional costs.

10.5. Economic Feasibility AnalysisAn economic feasibility analysis of the Sri Lanka LIS project was carried out based on t
he benefit-cost analysis method.

The economic feasibility of the project was analyzed centering on social benefits and costs using the net present value (NPV), benefit/cost ratio (B/C ratio), and economic internal rate of r
eturn (EIRR) and a sensitivity analysis was carried out.



The USD-LKR exchange rate used in this feasibility analysis was 175.43 LKR per dollar (15-day average sell rate from June 28, 2019 to July 12, 2019), and the USD-KRW exchange ratethat was applied was 1,172.55 KRW per dollar.

59

Sri Lanka LAS & LISS Project F/S ServiceIn reference to a similar project,7 the total analysis period was 15 years.

The project is expected to take a total of 51 months from the date on which the loan agreem
ent becomes effective, and it was assumed that the benefits of the information system built would
last for 10 years.

The total cost of this project was estimated at USD 60,330,000Operating costs were estimated by categorizing them into (1) labor costs, (2) maintenance costs,(3) IDC rental costs, and (4) electricity charges.



The following figures show the cash flows of annual costs and benefits in terms of future and present value.

[Figure I-28] Annual Cost and Benefit Flow (Future Value)[Figure I-29] Annual Cost and Benefit Flow (Present Value)

7 Ethiopia National Standard Integrated Land Data Infrastructure Master Plan, Korea Eximbank, 201860

I. Project Overview

Benefits were estimated by categorizing them into the following: (1) Faster access to land information for citizens; (2) Reduced transportation costs for citizens trying to access to land information;(3) Increased productivity of public servants performing land management; and (4) land tax income increase.

Benefit-cost analysis results: Since the NPV is greater than zero, the B/C ratio is greater than 1.
0, and the EIRR is greater than the social discount rate (9%), the project is economically feas
ible.

[Table I-34] Benefit-Cost Analysis Results

NPV

B/C ratio

EIRR

51,722,988 USD

1.75

21.50%



Sensitivity analysis with respect to the changes in discount rate, cost, and benefits was also performed.

From the sensitivity analysis results when the discount rate changes from 6% to 12%, even in theworst case of 12%, the project has economic feasibility because the NPV is greater than zeroand the B/C ratio is greater than 1.0.

From the sensitivity analysis results when the cost changes from -20% to 20%, even in the wor
st case of 20% cost increase, the project has economic feasibility because the NPV is greaterthan zero, the B/C ratio is greater than 1.0, and the EIRR is greater than the social discount r
ate.



From the sensitivity analysis results when the benefit changes from -20% to 20%, even in the wor
st case of 20% benefit decrease, the project has economic feasibility because the NPV is greaterthan zero, the B/C ratio is greater than 1.0, and the EIRR is greater than the social discount
rate.



Even in the worst case scenario where the costs increase by 20% and benefits decrease by 2
0% at the same time, the project has economic feasibility because the NPV is greater than zero,
the B/C ratio is greater than 1.0, and the EIRR is greater than the social discount rate.

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Sri Lanka LAS & LISS Project F/S Service

11. Performance Management Framework for the Project Result
11.1. Necessity for Performance Management
Performance indicators measure project progression and suggest future direction for the projectand it is utilized in the performance management framework for efficiency

Proceed with strategic land information system construction project for Sri Lanka through digiti
zed(Quantified indicators) performance management plan

11.2. Subjects of Performance Management
11.2.1. Key Projects
Key subjects of the project to performance management are as listed as below:‒ Construction of Land and spatial DB‒ Development of Land Information System‒ Construction for Data Center and infrastructure‒ Capacity Building‒ Consultation service
11.2.2. Calculation of Targets for Key subjects of the projectConstruction of Land and spatial DB‒ Computerization of cadastral maps of 3.5 million parcels, DB construction for 24 Municipal
Councils, Establishment of DB for LISS and 32 sites of GNSS CORSDevelopment of Land Information System‒ Automation of land registration and provision of spatial information service through developmentof Land Administration SystemConstruction for Data Center and infrastructure‒ Construction of central data center and backup data center‒ Network environment and equipment improvement of local districts
Training‒ Training by relevant institution at project area (Local trainers – 16 people, Expansion training
trainees – 552 people)‒ Invitational training to Korea(30 people*2 times*2 weeks)Consultation service‒ Basic design and bidding preparation support (7 months)‒ Proposal evaluation and contract support (5 months)‒ Quality and process management (36 months)

62

I. Project Overview[Table I-35] Performance Targets

Category

Land and spatial DB construction

Land Information Systemdevelopment

Data center and infrastructure
construction

Capacity Building
Consultation service

Details

TargetCadastral map production:
Computerization of 3.5 parcels
Computerization of cadastral maps
DB construction for 24 major
DB construction(Buildings, roads)
districts
Land Information Service
Spatial information DB
System(LISS) DB
GNSS CORS network setup

Establish 32 offices nationwide

Utilization of satellite image

Resolution 50cm/ortho-images

Land Administration Systemconstruction

Automation of land registration

LISS construction

Land and spatial information
service

Field note entry and construction of
Field note entry done by SDSL
search module
SDSL central and back-up data
Central data center
centerSDSL local data center infra

25 district survey officelocal data center network

84 divisional survey office

Municipal Council connection
Supply of LAS User PC for 24
equipment
MC
Invitational training to Korea
Local trainer education and local expansion training
Basic design, support for procurement proposal evaluation and contract
negotiation, supervision, etc.

11.3. Performance Indicators


Derive performance indicators covering the main objectives of individual parts for building land
information systems

Check the progress by dividing the mid- to long-term effects, calculation results and output into
three sections

11.3.1. Performance Indicator Measurement Method and Data Sources

Measure and measure each performance indicator and check the achievement rate of each item
against the original planCurrently, SDSL publishes a white paper every year to build various statistical data, and securesdata on performance indicators by making the progress of this project into a separate chapter of the
SDSL white paper.
Refer to related reports from the Sri Lankan Statistical Office, PMU and World Bank.

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Sri Lanka LAS & LISS Project F/S Service
11.3.2. Mid/Long-term Indicators
Improvement of land registration rate and increase of online service use rate as indicators to increase
national convenience and convenience by strengthening capacity of land administration government
and increasing information accessibility

11.3.3. Calculation Result IndicatorsEstablishment of the following standards to improve the efficiency and accuracy of land administration‒ (Efficiency) Shorter land registration administrative processing period 14 days → 3 days after construction (application → issue, except holiday)‒ (Efficiency) Speeding up processing of land information inquiry
 1 minute per present case → Within 10 seconds after construction‒ (Accuracy) Improving Accuracy of Land Administration
 15 days of field survey after survey data acquisition → 3 days after construction
11.3.4. Product Indicators
Land and spatial DB construction: Construction of 32 CORS, 50CM-class, satellite orthodontic
images, digital drawing and database of 3.3 million parcels, 24 MC's intellectual DB and spatial
DB, surveying equipment(GPS, UAV, scanner and related SW)

Land information system development: Land registration system, land information inquiry system,
cadastral map management system, survey application information management system, survey
result creation and inspection system, field survey support system, survey document management
system, civil service portal system construction

Data center: New data center and backup center operation equipment, 25 regional office sub
network and equipment construction

Education and Training: Build customized training programs and training tutorials, local instructors,
training equipment (H/W, S/W)

[Table I-36] Performance Indicators

Design Summary

Indicators (Baseline/Targets)

Data Sources

Assumption: Stable
operation and spreadof 24MC land
information system

1. Mid/Long-term Effects

1.1 Land
Administration
Competency
Reinforcement

Assumption/Risks

1.1.1 Improvement of Land Registration
Rate (Bim Saviya Program)- (2019) 1,250,000 parcels >(2030) 3,450,000 parcels

64

SDSL Annual
Financial Report andStatistics

Risks:- Avoidance of land
registration (taxgeneration, etc.)- Change of
personnel inaccordance with

I. Project Overview

Design Summary

Indicators (Baseline/Targets)

Data Sources

2. Calculation Results
2.1 Land
Administration
Efficiency
Improvement(Governmental)
2.2 Land
Administration
Accuracy
Improvement(Public)

2.1.1 Shortening Land Registration
Administrative Processing Period-(2019) 14 days -> (2027 / after
construction) 3 days

- SDSL Annual
Financial Report andBusiness Statistics- Direct survey(survey, interview)- SDSL Annual
Financial Report andBusiness Statistics- Land administrationand Land information
system performance
report2.2.1 Annual online service access-(2019) count: 0 -> (2027) count:
360,000

3. Product: Construction of Integrated Digital Land Administration System
3.1.1 Installation of 32 CORS
3.1.2 Establishment of 50cm satellite
3.1
ortho-images throughout Sri Lanka
Completion report
Computerization
3.1.3 Digitalization of Old Survey Plans
SDSL projectof Surveying andand establishment of graphic cadastermonitoring (PMU)
Cadastralfor 3.3 million parcels
reportInformation
3.1.4 Construction of parcel fabric forthe 24 MC’s
3.2 Land3.2.1 Land administration and land
administration
Completion report
information service system consisting ofsystem and land
SDSL projecteight business systems including land
information
monitoring(PMU)
registration system and cadastral map
service system
reportmanagement systemestablishment
3.3.1 Construction of new data center(57.87 ㎡)and backup center operation
facilities
Completion report
3.3.2 25 regional office sub-networks
3.3 Data Center
SDSL projectand equipment (25 sets)
and Operational
monitoring(PMU)
3.3.2 Improvement of network condition
Infrastructurereportfor 84 divisional office (84 sets)
3.3.2 LAS User PC for 24 Local
Authorities.
3.4.1 Number of Completion of KoreanCompletion report
Invitational Training Program: 60
SDSL project
3.4 Training
3.4.2 Number of local instructor training
monitoring(PMU)
capacity building program participants: 16
report3.4.3 Number of students who

65

Assumption/Risks
personnel movements-Inadequate legal
system anddistribution system toutilize computerized
data
Assumption:
Promoting thenation's active system
nationwide
Risks:- shortage ofmanpower- shortage of local
private company- shortage of law
frame for digital land
survey-incorrect existingdata

Assumption: securing
political stability(budget, etc.) forsmooth business
Risks: ① Predictionof cloud for satellite
imagery, ② Lack of
local partners incompetitive private
sector, ③
Establishment of
stakeholder relations,④ Lack of skill of
manpower

Sri Lanka LAS & LISS Project F/S Service

Design Summary

Indicators (Baseline/Targets)

Data Sources

Assumption/Risks

completed diffusion education program
through nurtured local instructors: 552

Primary Beneficiaries-Land administrator-Land information utilization agencies (most government agencies such as local governments, surveying
offices, local survey offices, courts and the Ministry of Land, Infrastructure and Transport)-Sri Lankan people
Goals-Strengthen land administration capacity and activate land information sharing
Monitoring- Hiring a consultant (3 months after the effective date of L/A)
-Purchase agreement (12 months after the date of signing of the Consulting Contract)[Table I-37] Definition of Performance Indicators by sectors

Indicator / Target
year/ Target

Accumulated
land registration
count /2030/3.45
millionLand registration
administrative
processing
period/2027/3days

Definition and contents- Accumulated number of registered land
registrations by 2030.
- The accumulated number of land registrations in
Sri Lanka at the end of 2018 is about 1.25 million,
with an additional 150,000 entries being registeredannually.
- It is assumed that an additional 250,000 pages will
be registered annually after the system is deployed,and 200,000 will be registered in the transitional
period.
- 900,000 cases (150,000 x 6 years) between 2019and 2024, 400,000 cases (20,000 x 2 years) between
2025 and 2026, and 1 million cases (250,000 x 4
years) between 2027 and 2030 (25,000 x 4 years)
That is, an additional 2.3 million entries have beenregistered, resulting in a cumulative 3.45 million
entries.
- Exclude holidays for processing period fromapplication to issuance of land.
- It is understood that it will take about 14 days fromland application to registration during prequalification survey in 2019.
- It is expected to be available on the 3rd day (oneday of reception, one day of processing, and one dayof issue) in 2027
when the project was stabilized after completion of
2024.

66

SourceIndicator officer- Annual financial
reports andbusiness statistics
of SLD- Report on Land
Administrationand LandInformation
System Operation

SLSD Mr.Siva- Annual financial
reports andbusiness statistics
of SLD- Direct
investigation(survey,interview)

SLSD(MadamShyamalie
Perera)I. Project Overview

Indicator / Target
year/ Target

Annual online
service usage /2027/360,000

Definition and contents- The number of cases in which various services
such as information retrieval, application for civil
petitions, and confirmation of processing are utilized
in the system in which the general public is
deployed (annual)- Currently, Sri Lanka does not have any online
services available to the public, but after the end ofits business in 2024, it has decided to stabilize thecountry.
In 2027, more than 360,000 services (1,000/day x
360 days) are expected to be used annually.

67

SourceIndicator officer- Annual financial
reports andbusiness statistics
of SLD- Report on Land
Administrationand LandInformation
System Operation

SLSD(Ms Surangani
K.L.B.I.)

Sri Lanka LAS & LISS Project F/S Service68II. Status Survey and Analysis

II. Status Survey and Analysis
1.Generational Information on Sri Lanka
1.1.Generational Information


Sri Lanka is an island country in the Indian
Ocean located southeast of India, with a total
area of 65,610km2, which is two-seventh thesize of the Korean peninsula, and a populationof about 21.69 million people (as of 2018).

It achieved independence from the British in
February 1948 as Ceylon; however, in 1972,
its name was changed to Democratic Socialist
Republic of Sri Lanka.

Resident ethnic groups include Sinhalese(75%), Tamils (15%), Moors (9%) andothers (1%). Religions practiced in Sri Lanka
include Buddhism (70%), Hinduism (12%),Islam (9.7%), Christianity (7.4%), andother/none (0.9%). The official languages are
Sinhala and Tamil.



As for the economic structure, the biggest
industry is service (62.5%), followed by[Figure II-1] Map of Sri Lanka
manufacturing (28%) and agriculture (12%)8
Its tourism industry has become well-developed centering on its clean coastline and tropical climate.



As a tropical island nation, Sri Lanka is characterized by high-temperature, high-humidity tropicalmonsoon climate with an average annual temperature range of 26.5℃～28.5℃. It does not havefour distinct seasons, and while it does not receive any snow, frost can be seen at high altitudes in
the mountains.

Farming on fields and paddies occurs in dry areas where there are irrigation canals and rivers. The
wet areas inhabited by 60-70% of the population are the main producers of tea, rubber and coconut.

8 National Credit Rating Report Sri Lanka Export-Import Bank Overseas Economic Research Institute (Dec. 2018)69

Sri Lanka LAS & LISS Project F/S Service

1.2. Political and Social Situations
1.2.1.Political Situation


The form of government could be described as a semi-presidential system centering on the president,with a cabinet. President Maithripala Sirisena elected in January 2015 and Ranil Wickremesinghe
elected in August 2018, came into office as the Prime Minister form a coalition government.
However, due to continued discordance, President Sirisena dismissed Prime Minister Wickremesinghe on
October 26, 2018 and appointed Mahinda Rajapaksa, a former President, as the new Prime
Minister, thereby intensifying political instability. However, a coalition government was formed
again with Ranil Wickremesinghe in December in the same year, with the next presidential election
scheduled for November 16, 2019.

Changed the form of government from a self-governing state within the British Common wealth toa republic, abolished the office of Governor-General, and initiated the cabinet system in which it is
the Prime Minister with complete administrative power, while the President is the symbolic head ofstate, by amending the Constitution on May 22, 1972.; Sri Lanka remained in the British
Commonwealth as an independent republic.

Changed the form of government from the cabinet system to the presidential system by amending
the Constitution on September 7, 1978.



Promulgated the draft of the amended Constitution comprised of 16 chapters and 134 articles
including the preambles and main texts on May 22, 1972, and adopted the 19th Amendment to theConstitution serving to weaken the authority of the President in 2015.

The President serves as the head of state, head of the executive branch, and commander-in-chief ofthe armed forces for a term of 5 years and is elected directly by the people. Sri Lankan citizens over theage of 30 can be a candidate for vote but should be required to nominate a political party.



As of December 2018, there are 30 government departments, 30 Cabinet ministers, 7 deputy
ministers, 17 state ministers, and 3 non-Cabinet ministers. Their number, jurisdiction and scope of
duties may be adjusted by the President anytime.



The Parliament of Sri Lanka is a unicameral 225-member legislature comprised of 196 members
elected directly by the people and 29 appointed according to the proportional representation system.
The parliament building is located in Sri Jayawardenapura Kotte, the administrative capital of Sri
Lanka, which is east of Colombo.



Political parties can be formed freely, and mergers and dissolutions of parties are frequent. As ofJanuary 2017, sixty-four political parties are registered, with the main parties being the UNP and
SLFP which have been alternating as the ruling party since Sri Lanka gained independence.

70II. Status Survey and Analysis

1.2.2. Social Situation


Although the Human Development Index9 of Sri Lanka is better than that of its neighboring countries, its
Global Competitiveness Index is on the lower end. To be more specific, Sri Lanka ranked 76th out of
189 countries in the HDI rankings reported by the United Nations Development Program (UNDP) as
of 2017, and it was ranked higher than other countries located in Southwest Asia (India: 130th;
Bangladesh: 136th; Pakistan: 150th).



Meanwhile, according to a Research conducted by World Economic Forum (WEF) for the 20172018, Sri Lanka was ranked among the lower position in labor market efficiency (131st) andtechnological readiness (106th), and Macroeconomic Environment (94th) declined from previous
years, caused by high National Debt Problem (79.3% of GDP in 2017).



And also lack of its infrastructure had been a reason to be ranked at 85th10 out of 137 Countries in
Global Competitiveness Index, and this was lower than the previous year (71st in 2016).



The civil war between the Hindu Tamils, a minority group in Sri Lanka, and the Buddhist Sinhalese,making up the majority, was triggered in July 1983 by the killing of thirteen men from thegovernment forces by the separatists among the Tamils (Liberation Tigers of Tamil Eelam, LTTE).
The civil war was brought to an end in May 2009, when the massive mop-up operations against
the successful sweep of the Tamil rebels ended in success, and the national state of emergency waslifted in August 2011.

The President Maitripala Sirisena’s administration has been striving to promote reconciliation andintegration among different ethnic groups by preparing a bill in August 2016 for conducting an
investigation into war crimes including the infringement of human rights against the Tamils during thecivil war.

Among the countries in Southwest Asia, Sri Lanka has a high proportion of low-income households,
and according to the results of a survey on household income and consumption reported by the
Department of Census and Statistics (DCS) of Sri Lanka, the Gini coefficient for the year 2016
was 0.45, a slight improvement from 0.48 three years prior. However, the disparity between theurban and rural areas is still large, and social discontent in Northern, Eastern, Uva and southern
Central provinces where the low-income class is concentrated may lead to dissatisfaction with thecurrent government administration.

9 A measure of the average achievement in aspects of human development including level of education, GDP, life expectancy, etc.
10 Rankings of nearby countries in Southwest Asia: India (40th), Bangladesh (99th) and Pakistan (115th)

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Sri Lanka LAS & LISS Project F/S Service

1.3.Economic Situation
1.3.1.Overview
With the near-three-decade-long civil war ending in 2009, there has been growing anticipation foreconomic growth, an increase in development projects, and a high growth rate of over 7%.
However, due to having poor manufacturing infrastructure, the increase in demand resulting fromsuch economic growth actually led to increased demand for imports and therefore trade deficits.

[Table Ⅱ-38] - Economic Situation in Sri LankaGDP

USD 88.9 B

Export/Import

Export: USD 12,611 M
Import: USD 24,217 M

GDP per capita

USD 4,102

Economic structure

Service 62.5%, Manufacturing
29.7%, Agriculture 7.8%

GDP growth rate

3.2%

International credit
ratingOECD 6 Class

Source: Annual Report of the Central Bank of Sri Lanka (2018)

1.3.2.Trends by Sector

Agriculture‒ Sri Lanka is one of the world’s largest tea producers. Tea accounts for about 12% of Sri Lanka’sexports, with the total output in 2017 recording 307,080 MT, up 5.03% year-on-year, and tea
export in the same year recording 288,984 MT, up 7.37% year-on-year (94.10% of the total output
gets exported).
‒ To cope with the global food crisis, Sri Lanka is endeavoring to become self-sufficient in growing
edible crops, and from 2011, it has been focusing on fostering cinnamon plantations, with the aimof nurturing it into the second biggest agricultural export following tea.
❍ Fisheries‒ Fisheries contributes 1.3% to GDP, with the offshore fisheries businesses near Sri Lanka rather
than aquaculture accounting for the majority of its production.
‒ Most of the seafood caught or grown in Sri Lanka is exported. Seafood exports to EU decreased byapprox. 75% in 2015, resulting in a 35.5% YOY decrease in total seafood exports, but it has beenon the rise again since 2016, with USD 266 million in seafood exports, which was a 10.5% YOY
increase, recorded in 2018.11

11 Annual Report of the Central Bank of Sri Lanka (2018)72

II. Status Survey and Analysis❍ Manufacturing‒ Sri Lanka’s secondary industry is divided into mining, manufacturing, construction, and public
utilities (electricity, gas, and water) accounting for 26.8% of GDP. Manufacturing is the largest
sector among them and it contributes 15.7% to GDP.
‒ The main manufacturing industries in Sri Lanka are textiles, clothing, leather products, food,beverages, tobacco, petroleum, rubber and plastics, and nonferrous metals.
‒ The new government administration that took office in 2015 was re-approved by the United Statesfor GSP+ benefits and regained the GSP+ status from the EU in May 2017. Based on this, it isexpected that there will be a boom of clothing manufacture for the time being.
‒ In order to foster manufacturing for exports, building infrastructure such as roads, ports, andtelecommunications systems will be key.
❍ Tourism‒ Sri Lanka has rich tourism resources, being an island country that is surrounded by the sea on all
four sides. This is why tourism industry contributes 14.5% to GDP, which is quite high, and there
is a strong interest in the tourism industry.
‒ There has been a rapid increase in foreign tourists thanks to diversification of tourism products,
increased investment, development of tourist attractions aside from historic sites, successful
tourism promotion campaigns, etc.
‒ The number of tourists from Europe is especially high at 51% of the total number of tourists,
followed by tourists from the Asia-Pacific region (24%). The number of tourists from Korea hasmore than doubled since the opening of a direct flight route to Sri Lanka in 2013 and it reached16,000 in 2016.
‒ The labor crisis in the labor-intensive production industry has been intensifying as the labor force
has been moving from the manufacturing sector to the service sector due to the boom of hotel,
restaurant and tourism service industries.
IT‒ The government of Sri Lanka is actively fostering the IT industry, a high value added industry, andexpanding the Internet base for the purpose of diversifying its export industries from the current
textile industry.
‒ The Internet penetration rate, which has been steadily rising year after year, is currently around 30%.
‒ The Internet-related industry is in its infancy, and there are no portal sites in Sri Lanka at present.
So, people mainly use Google (www.google.lk) for online search.

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Sri Lanka LAS & LISS Project F/S Service

1.4. Other Information
1.4.1. Tax System❍ The Foreign Company should be a subject to direct Taxation. as per Sri Lanka Law(Foreign
Exchange Regulations Gazette 1 of 2017, Permanent establishment), if the Headquarters or
registered branch office was consolidated/located in Sri Lanka and occurred management andControl.
❍ Tax administration is supervised by the Inland Revenue Department, which is operated by the
Ministry of Finance. Taxes that are applicable to foreign companies include corporate income tax,
personal income tax, value added tax, withholding tax, national building tax, duties and tariffs, andother charges.
1) Corporate Income Tax❍ All types of corporations engaging in business activities in Sri Lanka are taxed at the normal tax rate of
28% (adjusted from 35% to 28%, as of April 2011), except in cases of manufacture and distributionof alcohol and tobacco (40%), in principle. However, depending on the investment amount, BOI
companies may be subject to 100% tax exemption (Tax Holiday) or a 10% or 15% concessionary rate,
based on the result of negotiations with the Board of Investment of Sri Lanka (BOI).
❍ Even in the case of regular companies, if tourism, export and/or taxable income does not exceed LKR 5
million (approx. USD 46,000), a 12% concessionary rate is applied. Originally, the concessionary rate is
restricted to companies with foreign ownership not exceeding 25%, but companies from Korea are to
be treated the same as companies with a foreign ownership of less than 25% under the tax treaty
signed to avoid double taxation.
❍ Corporate taxes are charged in accordance with the conditions specified in the Tax Act and accounting
principles, and deductions are applied to related domestic and overseas project costs.
❍ A corporate tax rate of 10-12% is applied unless otherwise specified in the Tax Act for the business typein question.
[Table Ⅱ-2] Corporate Income Tax Rates in Sri Lanka

Description

Tax rate- Standard Rate
Taxable income of a company (other than companies taxed at special rates)

28%- Special Rates
Small and Medium Enterprises

14%

Company predominantly conducting business of exporting goods & services

14%

Company predominantly conducting an agricultural business

14%

74

II. Status Survey and Analysis

Description

Tax rate

Company predominantly providing educational services

14%

Company predominantly engaged in an undertaking for the promotion of tourism

14%

Company predominantly providing information technology services

14%

Income from a business consisting of betting and gaming, liquor and tobacco

40%

Gains from the realization of investment asset

10%

Remittance tax on non-resident companies

14%

Relocating International headquarters in Sri Lanka

0% (for 3 years)- Tax Rate for Partnerships
Gains from realization of investment asset

10%- Tax Rates for Trusts
Taxable income of a trust (other than gain on realization of investment asset)

24%

Gains from realization of investment asset

10%- Tax Rates for Unit Trusts or Mutual Funds
Taxable income of unit trusts or mutual funds (other than gain on realization of investment asset)

28%

Gains from realization of investment asset

10%- Tax Rates for Charitable Institutions
Taxable income of charitable institutions (other than gain on realization of investment asset)

14%

Gains from realization of investment asset

10%- Tax Rates for Non-Governmental Organizations
Taxable income of a non-governmental organization (other than gain on realization of investment
asset)

28%

Gains from realization of investment asset

10%- Tax Rates for Employee Trust Funds, Provident or Pension Funds and Termination Funds
Taxable income of employee trust funds, provident or pension funds and termination funds

14%2) Personal Income Tax❍ Personal income tax rates are differentially applied depending on the amount of annual income of the
taxpayer.
❍ Taxable income is classified as earned income, property income and material gains.
❍ According to the Tax Act of Sri Lanka, international tax treaties and relief treaties signed by the Sri
Lankan government take precedence.

75

Sri Lanka LAS & LISS Project F/S Service[Table Ⅱ-3] Personal Income Tax Rates in Sri Lanka

Tax Rates for Resident and Non-Resident Individuals­ Personal relief for residents/non-resident citizens of Sri Lanka is Rs. 500,000/­ Additional relief of Rs. 700,000 is available on employment income (maximum tax rate applicable for
employment income is 24%)
Description

Tax Rate

Taxable Income
First Rs 600,000/-

4%

Next Rs 600,000/-

8%

Next Rs 600,000/-

12%

Next Rs 600,000/-

16%

Next Rs 600,000/-

20%

On the balance24%­ Gains from realization of investment assets is taxed at the rate of 10%.
­ Income from a business consisting of betting and gaming, liquor or tobacco is taxed at the rate of 40%.
[Table Ⅱ-4] Tax on Terminal Benefits from Employment

Description

Tax Rate­ Paid under uniformly applicable scheme
On the first Rs. 5 M of the aggregate sum where the period of services or contribution is
not less than 20 years
On the first Rs. 2 M of the aggregate sum where the period of services or contribution isless than 20 years

Exemption
Exemption

On the next Rs 1,000,000

5%

On the balance

10%­ Paid under non-uniformly applicable basis
Compensation for loss of office or employment (normal rates - subject to maximum rate)24%3) Value Added Tax❍ Value added tax (VAT), which used to be charged at a rate of 12% on sales, is now charged at a rateof 15% after the new rate was passed by the Parliament on May 2, 2016.
❍ The VAT rate applied to companies providing IT services is 14%.

76

II. Status Survey and Analysis4) Special Consumption Tax❍ The Export Development Board (EDB), called CESS, charges a tax rate of between 10% and 35% on
various imports that are unnecessary or may reduce the competitiveness of the local industry.
❍ Due to the 2017 and 2018, EDB charges on 350 items were removed to rationalize the tariff structure on
government budgets5) National Building Tax (NBT)❍ 2.03% of turnover is charged as national building tax (NBT), which has been imposed on annual
turnover since 2015. NBT collected per quarter has increased from LKR 3 million to LKR 3.75 million.
Machinery, equipment and parts imported by the Sri Lanka Ports Authority to be used exclusively at
certain ports are exempted from the NBT. The maximum discount on NBT imposed on sample imports
has been increased from LKR 25,000 to LKR 50,000.
1.4.2.Duties and Customs Clearance1) Duties & Taxes❍ Sri Lanka’s most-favored nation (MFN) applied tariff rate for agricultural products averaged 26.9
percent, and its MFN applied tariff for non-agricultural goods averaged 6.3 percent in 2017.
❍ There are currently three import tariff bands: 0, 15, and 30 percent. Generally, raw materials are atzero percent, intermediate goods are at 15 percent, and finished goods are at 30 percent.
❍ The 2017 and 2018 government budgets removed certain supplementary taxes on several items.
However, supplementary taxes still continue on a wide range of items sharply raising their prices
2) Procedure by Customs Clearance Type❍ The procedures of customs clearance is divided into taxable imports and duty free goods. And theprocedure for duty-free is further divided into direct import and Temporary Importation for Export
Processing Scheme (TIEP).
❍ custom Clearance for Taxable Import❍ To register as an import and/or export company, one must first register one’s business with the Inland
Revenue Department (IRD) to obtain a Taxpayer Identification Number (TIN) and then register as
an import and/or export company with Sri Lanka Customs.
❍ To obtain a TIN, one must visit the IRD and fill out the required form in person or download theregistration form from the IRD website (http://www.ird.gov.lk) and submit it online after filling it out.
❍ The departments responsible for import-related affairs under Sri Lanka Customs are divided into

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Sri Lanka LAS & LISS Project F/S Service

the one in charge of customs clearance of ocean cargo received at the Port of Colombo and theone in charge of air cargo received at Bandaranaike International Airport.
❍ In order to process import documents, a signed and Completed Customs Declaration (CUSDEC) mustbe submitted to Customs along with other import-related documents.
❍ Depending on the type of imported goods, a permit, certificate, etc. may be required before thesubmission of CUSDEC and Sri Lanka Customs may require approval for import from the relevant
government agencies (e.g. Import and Export Control Department, Sri Lanka Standard Institution,
Health Department, etc.) prior to the release of certain types of imported goods.
❍ For example, in order to import tea into Sri Lanka, it is required to firstly submit the documents
required by the Ceylon Tea Board and obtain approval, and in the case of used cars, an import licensemust be acquired first.
❍ Customs clearance should be done by licensed customs agent in the Shipping Company registered at thecustoms office, not the individual or the general company.
❍ Custom Clearance for duty free
❍ Direct-import refers to a type of business importation involving a major retailer (e.g. Wal-Mart) andan overseas manufacturer. A retailer typically purchases products designed by local companies that canbe manufactured overseas. In a direct-import program, the retailer bypasses the local supplier(colloquial middle-man) and buys the final product directly from the manufacturer, possibly saving inadded costs. This type of business is fairly recent and follows the trends of the global economy.
(Source : Sri Lanka Customs Website.)❍ Temporary Importation for Export Processing (TIEP) Scheme allows manufacturers who manufacture
goods for export or indirect export to import inputs without payment of Fiscal Levies. By relieving
manufacturers cum exporters from domestic taxes it is expected to enhance the competitiveness ofexport production and encourage expansion of production capacities and exports.
❍ There are two main divisions in TIEP scheme, i.e. TIEP-1 and TIEP-4. The importation of inputs suchas raw-materials, components, parts and packaging materials comes under TIEP-1 and importation ofcapital goods, appliances and spare parts comes under TIEP-4. (Source : Sri Lanka Customs
Website.)❍ Transit cargo (i.e. cargo imported and re-exported under the control of Customs in a bonded area) is not
subject to any customs duties and taxes nor any pre-shipment inspection process.
❍ Import documents vary from case to case, but they typically include Delivery Order, Bill of Lading (B/L),
Exchange Documents, Invoice, Packing List(s), and Certificate of Origin.
❍ The International Article Number (EAN) System is an international trade term and an internationally78

II. Status Survey and Analysis

recognized numbering system with which a total of 101 organizations around the world haveregistered. In Sri Lanka, EAN Sri Lanka assigns an EAN Bar Code to products. On the other hand,
Uniform Product Code (UPC) is a special code system that is still in use in some parts of the UnitedStates and Canada, and if it is needed for trade purposes, one can request EAN Sri Lanka for one.
3) Sri Lankan Customs Procedures for Imported Goods❍ Duties imposed on imported goods range from 0% to 60% depending on the product category, and therate for each product category is changed frequently by Presidential Decree.
❍ For the Automated System for Customs Data (ASYCUDA) and Customs Declaration (CUSDEC),
Warranty Copy, Delivery Copy, Exchange Copy, and Party's Copy must be prepared. CUSDEC canbe processed at Customs Long Room (Katunayake) or import offices with DTI facilities.
[Table Ⅱ-5] Required Documents for Customs Clearance of Imported Goods

Category

Required Documents or Special Approval

Common­ Bank stamped invoices and packing list
­ Goods arrival notice / Air Way Bill / House Way Bill

Phones and accessories­ TRC (Telecommunication Regulatory Commission)­ ICL ((Import Control License)

Medicines and medical equipment­ NMRA (National Medicines Regulatory Authority)­ ICL (Import Control License)

Rifles, guns and other weapons­ Ministry of Defence approval­ ICL (Import Control License

Live plants
Vegetables and fruits­ Plant quarantine­ IFIU (Imported Food Inspection Unit)

Live animals­ Animal quarantine­ ICL (Import Control License)

All food items­ IFIU (Imported Food Inspection Unit)

Cosmetics
Boat Engines (more than 25 HP)/ Motor cycle
engines (more than 250cc)­ CDDA (Cosmetics Drugs Devices Authority)­ Ministry of Defence­ ICL (Import Control License)

4) Matters Requiring Attention in Relation to Customs Clearance❍ It is especially convenient for BOI-managed companies that have moved into any of the industrial
complexes run by the BOI, as customs inspection is performed in the presence of the customs staff
after the container is brought into their resident industrial complex.
❍ Usually, it is possible to complete the customs clearance process for raw and subsidiary materials andput them into the production process in about two to three days from the time at which the cargo

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Sri Lanka LAS & LISS Project F/S Service

arrives at the port. On the other hand, local investment companies that have not moved into anindustrial complex spend more time and money than those that have moved into an industrial complex
because their containers must be transported from the port to a designated area for a complete
inspection, rather than being transported to their factory.
❍ Inefficient administrative practices are widespread in Sri Lanka, and customs clearance is no exception. Due
to such inefficient practices that are difficult to predict, there are concerns that unexpected expenses
will incur. If goods are received via Express Mail Service (EMS), the local EMS provider is supposed todeliver the package to the recipient’s address, in principle. However, if the goods are rather large, therecipient must visit the EMS pickup center for customs clearance after a simple inspection by a customs
officer (and payment of duties and taxes if necessary) in order to pick up the goods.
1.4.3.Transportation

1) Road Transport❍ Transportation is Sri Lanka is mainly based on the road network centering on Colombo, and roadtransport accounts for 93% of all land transport12❍ Recent investment has mainly been concentrated on highways, but the number of roads is still
inadequate.
❍ Sri Lanka has an extensive road network to provide seamless connections between residential areas andareas of economic activity. Road density is currently 5.19km per 1,000 people, which is the highest inSouthwest Asia considering that it is 2.00km and 1,69km er 1,000 people in Bangladesh and Pakistan.


The current road network consists of approximately 12,000km of national highways, 152km of
expressways, 15,500km of provincial roads, 65,000 km of local authority roads and 24,000km ofroads owned or controlled by non-road agencies for irrigation, wildlife conservation or otherpurposes, etc.13❍ 100% of national highways, 67% of provincial roads, and 13% of local authority roads are paved.
❍ In recent years, expressways and national highways – as well as provincial, district, and rural roads– have been built or up\-graded with financial support from the Asian Development Bank.

❍ The National Road Master Plan 2008–2017, developed by the Ministry of Highways and Road
Development, aims to ensure that the road network will be planned, maintained, constructed anddeveloped to enhance national integration and economic growth.

12 Asian Development Bank ( 2017 ). Sri Lanka: Railway Master Plan, project data sheet
13 Sri Lanka, Ministry of Highways and Road Development ( 2007 ). National Road Master Plan 2007–2017: Executive Summary
and the Investment Pla

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II. Status Survey and Analysis[Figure II-2] Expressway Network in Sri Lanka

2) Rail Transport❍ The rail network connects major cities with Colombo and is comprised of 1,508km of tracks.
❍ Railway services, which are primarily a legacy of British colonial rule, are typically intended forpassenger transportation and only hold a 1% share of the freight market.14❍ The government plans to increase the rail transport’s share of the freight market by 2020 through the
Public Investment Program 2017-2020.
3) Port Facilities❍ In Sri Lanka, there are four deep-sea ports: the Port of Colombo, Port of Hambantota, Portof Trincomalee and Port o Galle.
❍ The port system is under of the control of the Sri Lanka Port Authority (SLPA). The main port
services are container handling, transshipment and cargo.
❍ Container handling in Colombo Port is increasing year to year, main\-ly supported by increased
operations in the Colombo International Container Terminal and South Asia Gateway Terminal.

14

Asian Development Bank (2017). Sri Lanka: Railway Master Plan, project data shee81

Sri Lanka LAS & LISS Project F/S Service❍ The total container handled increased by 10.6% from 5.2 million TEUs in 2015 to 5.7 million TEUs
in 2016.
❍ The performance of the Port of Hambantota, on the other hand, weakened due to a lack of industries in thehinterlands.
❍ Activities at this port are primarily vehicular transportation, roll-on/roll-off operations, and bulk andgas transportation.
❍ The Port of Trincomalee, located on eastern province area, provides passenger ship services andcaters to bulk cargo and port-related industrial activities including heavy industries, tourism, agriculture, etc.
❍ The Port of Galle may currently be small in size, but SLPA plans to develop a full-scale yacht marina
as well as facilities for handling cargo of international vessels.
4) Airport Facilities and Air Transport❍ Sri Lanka’s aviation network is comprised of 17 airports including Bandaranaike International
Airport (BIA), Ratmalana International Airport, and Mattala Rajapaksa International Airport. Most
international flights occur via BIA, located 35km north of the capital.
❍ Sri Lanka’s aviation network is built around 17 airports, of which three are international : BIA,
Ratmalana Airport and Mattala Rajapaksa International Airport.
❍ Most international traffic is routed through BIA, located 35 km north of the capital. All three
airports have cargo handling facilities❍ All three international airports have cargo handling facilities and are managed by the Airport andAviation Services (Sri Lanka) Ltd.
❍ The total amount of cargo handled by BIA increased by 18.1% in 2016. Katunayake EPZ and
Colombo are connected well via the Colombo–Katunayake Expressway.
❍ Mattala Rajapaksa International Airport handled 916 aircraft movements in 2016 compared to 884
aircraft movements handled in the previous year.
❍ To link logistics activities, minimize congestion and maximize efficiency, a logistics corridor
concept is currently being developed to accommodate trans-shipment facilities, storage, collection andlocal-level distribution of cargo.
❍ The Ministry of Megapolis and Western Development (MoMWD) proposed, through the Megapolis
project, to develop logistics services focusing on four major corridors : Colombo–Hambantota,
Colombo–Trincomalee, Colombo–Kandy and Colombo–Jaffna, and within Colombo Metropolitan
Region.

82

II. Status Survey and Analysis❍ The aim is to develop clusters that can accommodate shipping facilities, storage, collection andregional-level distribution of cargo.
❍ Plus, rail and expressway networks will be established to minimize congestion and maximize theefficiency of logistics services.
❍ A number of export processing zones (EPZs) have been successfully established to eliminate
redundant processing and shorten the processing time for sea-to-air transport (and vice versa) as ameans to maximize the benefits of transportation, logistics and trading.
❍ The first EPZ in Sri Lanka began its operation in 1978 in Katunayake, and there are now 14 EPZs
nationwide.
❍ EPZs are managed by the BOI, which provides support in each stage of the investment process. EPZs
are intended to attract foreign direct investment (FDI), promote economic and industrial
development, and promote exports, foreign exchange and employment through various financial andnon-financial incentives offered to investors.
❍ According to related laws, export items are exempt from import duties on capital goods and raw
materials and foreign exchange management, and incentives include tax holidays and tax concessions.

[Figure II-3] Amount of Air Passengers and Cargo Handling

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Sri Lanka LAS & LISS Project F/S Service

2. National Development Plan and ICT Status
2.1. National Development Plan
2.1.1. Vision 2025

❍ Sri Lanka has established Vision 2025, a long-term development plan spanning ten years from 2015
marking the 70th anniversary of independence to 2025. The aim of the plan is to transform Sri Lanka
into the hub of the Indian Ocean and to build a knowledge-based and competitive social market
economy. Specific goals and targets include attaining GDP per capita of USD 5,000, creating one million
jobs, attracting FDI of USD 5 billion per year, and increasing annual exports to USD 20 billion.
❍ The Sri Lankan government has divided the main obstacles hindering its economic growth into four
categories: economic growth structure centering on introduction of foreign capital, low export
performance, increased public debt, and regulations. In order to address these issues, economic
development is being pursued based on nine axes.
[Table Ⅱ-6] Vision 2025: Main Approaches for Economic Development of Sri Lanka

Area

Strengthening themacroeconomic
framework

Strengthening the
growth framework

Reforms in land, labor

Sub-areaFinancialsoundness

Description­ Restore financial soundness­ Achieve financial integration based on tax revenue­ Ensure effective management of tax revenue­ Strengthen administrative capacity­ Streamline government spending­ Change the economic growth structure­ Increase public investment programs (PIP)

Monetary andexchange rate
policies­ Introduce measures for price stability­ Improve exchange rate policy

Promote andattract
investment­ Promote investment and attract investors by reducing
policy uncertainties­ Reform the investment incentive policy­ Support SMEs

Export-oriented
trade policy­ Improve export strategies­ Implement a trade liberalization program­ Develop a trade adjustment program­ Improve export competitiveness­ Enhance access to trade finance­ Encourage diversification of exports­ Nurture Sri Lanka as a global logistics hub

Development of
tourism industry­ Establish strategies to develop the potential of the
tourism industry­ Introduce conducive institutional framework for SMEs in the tourism
industry to flourish­ Liberalize access to sea and air services­ Develop tourist attractions

Land policy­ Create a dynamic land market

84II. Status Survey and Analysis

Area
and capital markets

Economic and social
infrastructure

Technology anddigitalization

Sub-areareformDescription­ Align land policy with the national development plan
­ Ensure scientific land management

Labor market
reform­ Encourage women to partake in the labor market­ Improve labor productivity­ Encourage overseas migration of the labor force­ Strengthen cooperation with overseas Sri Lankans­ Support the vulnerably employed­ Promote employee-employer relations

Capital market
reform­ Encourage private sector investments­ Improve the capital market regulatory environment­ Develop the Colombo International Financial Centre(CIFC) and other related services

Education andtechnical
development­ Provide 13 years of public education­ Increase access to higher education­ Expand opportunities for vocational training with private
sector support­ Restructure curricula for youth­ Concentrate on skills development programs for job
creation

Improvement ofhealth care

­ Strengthen the primary health care delivery system­ Support programs for eradicating chronic kidney disease­ Review alcohol taxation policies­ Lay the foundation for electronic medical information
management system­ Expand pre-hospital emergency care services

Connection tosocialinfrastructuredevelopment
plan­ Increase investment in logistics, with a focus on
infrastructure­ Establish economic corridors­ Secure drinking water and sanitation facilities­ Encourage vertical housing projects­ Improve the public transportation system­ Establish a master plan for transportation and perform flood
mitigation projects

Technical
development
policy andstrategies­ Encourage the transfer of cutting-edge technologies fromoverseas­ Promote private sector investment in digital technology­ Incentivize private sector investment in the ICT industry­ Integrated ICT literacy into education programs­ Expand Internet access­ Create digital IDs­ Digitalize government operations­ Strengthen ICT-based marketing interfaces­ Encourage innovations in mobile payment systems andP2P lending platforms­ Strengthen the functions of the National Intellectual
Property Office­ Prepare the institutional framework for electronictransactions

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Sri Lanka LAS & LISS Project F/S Service

Area

Sub-area

Description

Social security
programs­ Establish an integrated, efficient social protection system­ Introduce a contributory pension benefit scheme­ Expand the scope of the Samurdhi (poverty eradication)
program­ Improve access to public services, education, andemployment opportunities

Strengthening
agricultural
productivity­ Promote efficiency in agricultural markets­ Promote private sector participation­ Conduct a project to modernize the agriculture sector­ Encourage the plantation sector to modernize­ Support small-scale farmers­ Promote investment in the livestock sector­ Promote investment in the fisheries sector­ Implement the Smallholder Agribusiness Partnership(SAP) project­ Encourage fertilizer uses

Balanceddevelopment
across all regions­ Establish a new development bank
­ Undertake key development projects­ Implement a comprehensive District Development Plan
­ Initiate development projects in Uva Province­ Establish regional technology centers­ Implement strategies for financial inclusion

Improvement ofdisaster/crisis
management­ Implement measures to improve disaster management­ Take measures to reduce greenhouse gas emissions­ Development an eco-friendly transport system­ Introduce a green financing strategy­ Phase-out single-use polythene

Energy supply­ Establish a long-term energy (electricity) generation plan
­ Develop sustainable clean energy sources­ Devise an energy pricing formula­ Ensure efficient energy demand management­ Develop the petroleum industry

Governance andaccountability

Governancereform­ Strength governance policies­ Guarantee the rights of citizens­ Strength citizens’ right to information­ Implement the Grama Rajya (GR) concept

Strengthening
coordination andmonitoring
implementation

Monitoring andcoordination for
effective
implementation

Social safety nets

Agriculture andsustainable
development­ Implement a consistent and predictable economic policy
framework­ Strengthen the capacity for monitoring and evaluation­ Implement digitalization to support monitoring86II. Status Survey and Analysis

2.1.2. e-Government Development Plan

❍ The government of Sri Lanka is encouraging the introduction of information technology and eGovernment projects to build an information society. Such projects are mainly managed by ICTA15 withplans to provide bidirectional services to government departments and the public by 2020.
❍ Sri Lanka’s first-ever e-Government policy was approved at a Cabinet meeting in December 2009 andadopted and implemented by all government agencies between 2010 and 2012.
❍ The Sri Lankan government conducted an annual review of the implementation of the e-Government
policy for four years from 2010 to 2013, and the results showed that the policy compliance rate waslower than what had been targeted. Reasons for the low compliance rate were identified as follows:‒ The e-Government policy included highly complex policy requirements;‒ Extensive scope: e-Government policy presented 29 statements and 177 policy guidelines and did
not take into account the varying levels e-Government maturity of each government agency;‒ Responsibilities in regard to policy enforcement not clearly identified;‒ The Chief Innovation Officers (CIOs) overseeing policy implementation lacked a clear idea of
how to proceed and lacked the authority for implementation;‒ The reason the government was implementing this policy was unclear (unclear policy objectives).
❍ In order to establish a feasible e-government policy, the Chairman of the ICTA drafted a policy
amendment and appointed an e-Government Policy Review committee composed of members of Sri
Lankan government agencies and those from nations with advanced e-Government systems.
❍ The e-Government policy is being implemented under the policy goals revised by ICTA in January
2014 under the vision of applying ICT to raise the efficiency and effectiveness of the government,
improve access to government services and establish a citizen-centered government, and the policies andprocedures are to be followed by all government organizations incl. ministries, government
departments, provincial councils, district secretariats, local authorities, government corporations,statutory bodies, and companies fully owned by the government.
❍ e-Government Development Plan is continually updated based on the changes in the implementation
environment, technology and business processes, and executed under the following eight principles:

15 ICTA: Information & Communication Technology Agency (executive organization formed for the purpose of supporting theestablishment and execution of e-Government policies in Sri Lanka

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Sri Lanka LAS & LISS Project F/S Service

Principles

Effective and Efficient; Responsive; Equitable and Inclusive; Accountable; Transparent;
Participating; Consensus-oriented; Following the rule of law

Source: eGovernment policies and Procedures[Figure Ⅱ-4] 8 Principles of e-Government of Sri Lanka❍ ICTA has set forth the following ten policy objectives to implement the e-Government policy:‒ Make government information available and accessible electronically to citizens through multiple
channels‒ Make government services electronically available and accessible to all citizens via multiple
channels in a citizen friendly manner‒ Improve/Re-engineer government processes to be citizen centric‒ Use e-Government to eliminate duplication in ICT Infrastructure, information collection,
government processes and ICT solutions within and across government organizations‒ Use of ICT to achieve, measure, monitor and publish defined service levels for all government
services‒ Address the requirements/needs of marginalized communities through ICT‒ Implement processes and systems in government organizations to be highly responsive andinteractive through the use of ICT‒ Enable citizen engagement through electronic means for consensus driven, public policy anddecision making process wherever authorized‒ Strengthen rule of law through the use of ICT‒ Establish and implement of a proper enabling operational framework for successful e-Governance88II. Status Survey and Analysis

2.1.3.Land Development Plan

‒ The National Physical Plan has been implemented by the National Physical Planning Department(NPPD) in accordance with the Town and Country Planning Act No. 49 since 2000. There exists
the Technical Advisory Committee (TAC) comprised of experts from departments concerned inland development technology; the Inter-Ministerial Secretary Coordinating Committee (IMCC)
consisting of the chief secretaries of the nine provincial councils concerned in the actual plan andproject and the secretary of each ministry; and the National Physical Planning Council (NPPC)
comprised of ministers and chief ministers of the nine provincial councils.
‒ International Transport and Access‒ Plans to build roads and railroads such as the Asian Highway and Trans-Asian Railway to connect
Sri Lanka with the South Asian mainland for the purpose of drastically transforming Sri Lanka’s
trade and exchange with India and other South Asian neighbors.

[Figure Ⅱ-5] Proposed Link to the Asian Highway[Table Ⅱ-7] Trans-Asian Plan Details and Budget

Description

BudgetShip Transport – upgrade existing port facilities

Rs. 15 billion

Railway Bridge Crossing

Rs. 200 billion

Road/Rail Bridge Linkage

Rs. 400 billion

Tunnel RailRs. 500 billion‒ Indian-pacific Sea Route: A plan to achieve a high growth economy by building powerfultransportation networks with neighboring island countries and other countries‒ International Air Routes: A plan to expand logistics and passenger accessibility by linking Sri
Lanka with one or more international hub airports in South Asia
❍ Connection with the International Communications Network‒ Sri Lanka has set forth a plan to expand its communications networks by forming an important hub
in the optical fiber submarine network. The plan is to improve the telecommunications networks
and plan for securing IT infrastructure using global optical fiber submarine networks

89Sri Lanka LAS & LISS Project F/S Service❍ Energy and Exploration‒ Sri Lanka is expanding its Exclusive Economic Zone and accordingly, it is planning forpartnership projects for offshore oil and gas exploration and development.

[Table Ⅱ-8] Summary of Internationally Linked Development Plans

Development plan

Project

Description

Asian Highway
Trans-Asian Railway

Transport andAccessConnection to Southern India
Connection to Southern India
New major port facilities at Hambantota
Expand port at Olivil
Expand port at Tricomalee
Indian-Pacific Sea Routes
Expand port at Kankasanthural
Passenger port at Mannar
Improve port at Galle
New International Airport at Mattale
International Air Routes
Expand International Airport at Bandaranaike
New International Airport at Hingurkgoda

Connection with
International
Communications
Networks

Optical Fiber Network

Create International Communication Hub

Energy andExploration

Exploration &Development

Encourage Oil & Gas Exploration in the
Exclusive Economic Zone
Encourage Private/Partnership exploitation ofEnergy Resources

Priorityranking
1
2
3
4
5
6
1
2
3
-

1
1

❍ National Physical Plan
‒ The population of Sri Lanka is estimated to reach 25 million by 2030. To accommodate theestimate growth, a plan to develop new cities and restrict development in the Protected Area
Network (PAN) and the Central Fragile Area (CFA) has been established.
‒ The PAN includes wildlife reserves and identified corridors; conservation forests; degraded forest
areas that will be restored for ecological reasons; areas of archaeological and historical value;
areas of natural beauty and natural features of exceptional value; environmentally andhydrologically important wetlands and catchments; corridors identified by the National PhysicalPlanning Department; areas where landslides are likely; unutilized lands in areas of high rainfall
intensity, with slopes that have a gradient of over 60 degrees and highly erodible soils; and all
natural and man-made water courses, water bodies and their reservations.
‒ Regulate development in the PAN‒ Protect and retain land with environmental values‒ Create new cities and settlement areas and encourage an outward movement of population andplantations from the PAN and CFA

90

II. Status Survey and Analysis[Figure Ⅱ-6] PAN (Left) and CFA (Right) in Sri Lanka❍ National Physical Plan for Infrastructure Facilities‒ An efficient and developed physical and social infrastructure network across the country is pivotal
for creating opportunities for economic growth, poverty eradication and job creation and thereby
reducing regional disparity. A network of infrastructure including transport that supports and links
cities, towns and villages will create an economic environment that will be able to provide jobs
and services to their respective communities.
‒ Transport is an essential component of economic infrastructure, and by connecting Sri Lanka withother parts of the world and facilitating movement of goods and people within the country,
improved access can be provided to the domestic and international markets. Upgrading thetransport infrastructure improves access to work, ports and other economic activities and lowers
the cost of doing business.
‒ Despite the continued expansion of infrastructure facilities in Sri Lanka, existing capacity
constraints have limited potential economic development. These constraints can be identified
across all parts of the infrastructure network including passenger and freight transportation (road,rail, air and sea), water and electricity supply, solid and waste disposal, and telecommunications. A
plan for mitigating such constraints is necessary.
‒ Main details of the plan Maintain and rehabilitate the existing road network and construct regional highways to urban

regional centers;
 Develop bus networks to improve inter-city and intra-city connections; Upgrade and extend the railway network for passenger and freight travel; Develop regional and international ports and support infrastructure to reinforce sea based economic

gateways to Sri Lanka;

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Sri Lanka LAS & LISS Project F/S Service
 Improve domestic and international aviation linkages for passenger transport and expand capacity for

air based cargo transport;
 Enhance telecommunications networks;
 Ensure the sustainable management, treatment and disposal of solid waste and sewerage.

[Figure Ⅱ-7] Existing and Proposed Roads/Railway (Left) and Ports (Right)[Table Ⅱ-9] Summary of National Physical Plan

Development plan

Cities andSettlement

Infrastructure

Project

Priorityranking

Regulate development in the Protected Area Network

1

Protect and retain land with environmental values
Create new cities and settlements and encourage an outward movement of
population and plantations from the PAN and CFA
Northern Province Regional Structural Plan
North central metropolis
Maintain and rehabilitate the existing road network and construct regional
highways to urban regional centers
Develop bus networks to improve inter-city and intra-city connections
Upgrade and extend the railway network for passenger and freight travel

2

92

3
1
2
3

II. Status Survey and Analysis

Development plan

Project
Develop regional and international ports and supporting infrastructure toreinforce sea based economic gateways to Sri Lanka
Improve domestic and international aviation linkages for passenger transportand expand capacity for air based cargo transport
Enhance telecommunications networks
Ensure the sustainable management, treatment and disposal of solid waste
and sewerage

Priorityranking45
67❍ National Spatial Structure Plan
‒ The spatial structure in question will provide the means of achieving the key elements of the
National Physical Planning Policy. The spatial pattern promoted by the National Physical Planning
Policy will allow designation of important environmental protection areas and at the same time
provide an infrastructure network that will be the focus of economic and social activity andprovide support the settlement structure and economic activities. It will contribute to theintegration of communities, land use, transport and economic activity and reduce regional socialand economic disparities.
‒ The construction of international air and sea ports will promote Sri Lanka’s role in the South AsianRegion, while domestic transport infrastructure such as roads and railroads will help meet demand
for movement of goods and people. The proposed major transport infrastructure will be locatedoutside the fragile areas designated according to the importance of these sensitive areas such asenvironmental, social and economic assets. The designation and protection of fragile areas
contributes to a strong environmental sustainability component to the National Physical Plan
Policy and will enable all Sri Lankans to enjoy these areas even in the future.

93

Sri Lanka LAS & LISS Project F/S Service[Figure Ⅱ-8] National Spatial Structure Plan

2.2.National ICT Status
2.2.1.e-Sri Lanka❍ The government of Sri Lanka first acknowledged the need for ICT development through the National
Computer Policy established in 1983 by a committee organized by the Ministry of Natural Resources,
Energy and Science Authority (NARESA).

94

II. Status Survey and Analysis❍ The government of Sri Lanka established a nationwide ICT development agenda called ‘e-Sri Lanka’ in
November 2002 to raise the efficiency of government administration and provide effective public
services using ICT and defined the six key areas.
[Table Ⅱ-11] Six Key Areas of e-Sri Lanka

Area

Direction
 Provide effective public services by using ICT in government

Re-engineering Government

administration and create a citizen-centric government
 Deliver public services effectively and appropriately to people’s doors orprovide them through the community information centers, free of charge
 Meet the socioeconomic needs of ICT vulnerable classes

e-Society Set up an e-Village for socioeconomic development in marginalized areas

and expand the use of ICT applications
 Run e-Class rooms for the visually impaired Expand opportunities for citizens to access ICT to promote the construction

Information Infrastructureof ICT infrastructure and industry and provide communications services forthe poor at low prices
 Set up Nenasalas (Nena=Konwledge + sales = shops) and provide
computer technology, Internet and IT skills training, etc. to the vulnerableclass Utilize ICT at the national level to supplement insufficient ICT human

ICT Human Resources andCapacity Building

resources Develop and manage human resources through education
 Develop ICT-related industries and create new jobs
 Develop realistic policies that can be supported by the state in regard to an

ICT Investment & Private
Sector Development

exporting sector where Sri Lanka’s biggest economic activities are
occurring with the aim of revitalizing the economy using ICT
 Develop Sri Lanka’s IT industry: software industry, IT outsourcing
industry, IT infrastructure, IT education and IT consulting service
 Recombine ICT products and services with investment
 Improve the use of ICT and seek institutionalization to support ICT

ICT Policy, Leadership &Institutional Development

leadership and capacity building Develop the ICT leadership of high-ranking officials major entities
requiring restructuring❍ The e-Sri Lanka policy includes matters concerning building national information infrastructure,creating a framework for promoting software and ICT industries, redesigning government processes, anddeveloping human resources specialized in ICT.

95

Sri Lanka LAS & LISS Project F/S Service[Table Ⅱ-12] e-Sri Lanka's Direction of Development

Category

Description

Industrial
development­ Increased sales through improved competitiveness and job creation: USD 5 billion inincome for the private sector and employment of 200,000 people by 2020
­ Promotion of Sri Lanka as an ICT and BPO investment destination­ Increased corporate productivity

Digitalinfrastructuredevelopment­ Provide high-speed wide area network (WAN) to government agencies: plans to connect
3,500 government agencies and buildings at a bandwidth of at least 100 Mbps
­ Increased access to government services by providing Wi-Fi facilities to government
employees and citizens­ Set up an industry-standard government cloud for hosting all government services, portals,
public and shared services, and mobile applications­ Implement a big data analysis and open data platform by implementing big data clusters

Modernizati
on ofgovernment­ Implement new ICT-based administrative policies to redesign and improve government
processes to ensure government efficiency and transparency as well as the efficiency of
civil services

Capacitybuilding­ Build digital government capacity­ Build the capacity of all public sector employees to effectively perform citizen-centeredpublic services and become competent persons­ Provide high-quality lifelong learning opportunities to everyone through digitaltechnologies irrespective of geographic or other boundaries.
­ Distribute digital education technology and content and facilitate adoption thereof­ Facilitate ecosystem setup in the education sector for effective ICT intervention andadoption­ Provide appropriate infrastructure and solutions for smooth delivery of local andinternational education­ Provide appropriate infrastructure and solutions to facilitate the delivery of education

Developmen
t of legal
andinstitutionalframework­ Provide legal and institutional environment to promote electronic commerce: provide thelegal environment necessary for using electronic data and documents and carrying out
electronic transactions with the preparation of eLaws­ Provide data protection policy and reinforce the Intellectual Property Law

Security­ ICTA helped draft major legislations on ICT; major policy reforms were pursued topromote the transition into electronic systems; and ICT development schemes wereprepared (Sri Lanka Computer Emergency Readiness Team, SLCERT, etc.).
­ The Computer Crimes Act No. 24, 2007 provides procedures to identify computer crimeand carry out criminal investigation and enforcement­ The provisions of the Electronic Transactions Act No. 19, 2006 were set forth based on thestandards established by the United Nations Commission on International Trade Law(UNCITRAL) Model Law on Electronic Commerce (1996) and the Model Law on
Electronic Signatures (2001).

Citizencapacitybuilding­ Develop the capacity necessary to lead and implement ICT programs­ Rapidly develop digital infrastructure needed nationwide to effectively serve all citizens­ Create an environment for the knowledge economy­ Develop specialized and extensive ICT skills at all levels of education­ Provide faster, more efficient and transparent government services to all citizens andprivate companies­ Use ICT as a means to achieve social development­ Create jobs through dynamic and competitive ICT sectors

96II. Status Survey and Analysis
2.2.2. Direction of ICT Development❍ Sri Lanka Telecom (SLT) is the sole entity in Sri Lanka to be in possession of a cable network .In
1997, Japan's NTT made an investment equivalent to approx. 35% of the shares to obtain the rights tojointly operate the company.
❍ Companies that operate wireless telephone networks in addition to wired networks include Dialog
Broadband Networks, Lanka Bell, and Sri Lanka Telecom.
❍ Sri Lanka has a well-developed mobile communications market. As part of its efforts to emerge theIT hub of Southwest Asia, Sri Lanka was the first in the region to introduce 4G technology .The
penetration rate is very high in Sri Lanka, which has a population of 20 million, with 90%of the
population using 2G wired networks and 70% using 3G wired networks.
❍ In 2015, the number of landline (fixed-line) phone subscribers decreased 4% year-on-year, while thenumber of mobile phone subscribers increased 10.2%. With the number of mobile telecommunications service
subscribers on the rise, the number of fixed-line phone subscribers has been declining.
❍ Individuals have several USIM cards in order to obtain promotional benefits from multiple mobile
carriers. This is why the telephone density (number of phones per 100 people) in Sri Lanka is quite
high at 128.7.
[Table Ⅱ-13] Telecommunications Service Penetration Status in Sri Lanka

Category

2012

2013

2014

2015

2016

3,449,000

2,707,000

2,710,000

2,601,000

2,480,000

20,324,000

20,315,000

22,123,000

23,900,000

25,797,000

Telephone density

117

112.4

119.6

128.7

128.8

Internet penetration

18.3%

21.9%

25.8%

30.0%

32.1%

Wired communications
subscribers
Wireless
communications
subscribers* Source: 2016 Annual Report, Central Bank of Sri Lanka❍ There are five mobile carriers in Sri Lanka, and competition among the carriers is fierce. As of 2015,
the biggest market share is held by Dialog (10 million, Malaysia), followed by Mobitel (7 million, Sri Lanka
Telecom), Etisalat (4.5 million, UAE), Hutch (2 million, Hong Kong), and Airtel (1.7 million, India).
There is reliance on the foreign companies that have expanded into Sri Lanka for Import andmaintenance of parts and equipment for mobile telecommunications.
❍ Major foreign companies are Huawei, Ericsson, Alcatel and Zte. Huawei, in particular, entered the Sri
Lankan market in 2012, and its sales in the first half of 2015 increased 300% year-on-year.

97

Sri Lanka LAS & LISS Project F/S Service❍ Mobile carriers generally do not purchase parts and equipment from foreign companies that have notentered Sri Lanka, but as of 2015, Apple iPhones and Samsung Galaxy are gaining massive popularity
in Sri Lanka.
❍ In July 2015, the government of Sri Lanka concluded an agreement with Google to implement theGoogle Loon Project with the aim of providing 4G services nationwide. It is estimated that, as of2017, 4G is used by 4,232,675, which is around 20% of the total population of Sri Lanka.
❍ The e-Government architecture is based Lanka government which connects lanka Internal solutions andgovernment E-services through LGN and telecommunication backbone which the e-Government services
are provided to users in the single two-way portal mode

[Figure II-9] LGN (Lanka Government Network)[Table Ⅱ-14] ICT Status of Sri Lankan e-Government

Category

Description
LGN

ICT
Infrastructure &Information to
CitizenLanka Gate
GIDC
Lanka
Government
Cloud

Lanka Government Network: Linking more than 500 governmentorganizations
Electronic services platform and national portal (incl. payment gateway
service)
Development and hosting of websites of more than 500 governmentorganizations
Implementation of Lanka Government Cloud and provide IaaS, PaaS and
AaaS

98

II. Status Survey and Analysis

Category

Description
GIC
BMD

IT
SystemPopulation
Registry

Automated system for civil registration

e-SLIMS

Sri Lanka Land Information Management System

e-Pensions

Automated pension system

e-Local
Govt.
OnlineVehicleRevenue
License(Road tax)
e-Service

Government Information Centre-1919: Provide information on more than
3,000 public services of 300 government agencies
Digitalization of birth certificates, marriage certifications and deathcertificates

Payments
Inquiries
StatusAutomated application system
Vehicle information, vehicle number reservation, issued vehicle number,home loan details, test application processing, application for test reissuance, test certificate issuance, etc.
Transportation fares, intercity and express train tickets, arrival visas, etc.
Crop prices, average price of tea plant, train schedule service, overseas job
opportunities, etc.
Passport application, visa application, police clearance certificate, NIC
application, birth and citizenship application❍ Since 2016, ICTA, which oversees the ICT policy, has established and promoted ICT development
strategies that include construction of information infrastructure, creation of related environment,
ICT human resource development, modernization of the government, civil service provision, and ICT
utilization and promotion for economic and social development.
❍ Building digital infrastructure is the key strategy to provide all citizens with the benefits of ICT. The
development initiative includes several plans to make government services efficient, convenient andfriendly in parallel with this strategy.
❍ The Lanka Government Network (LGN) linking more than 500 government agencies has already been set
up, and the Lanka Government Cloud (LGC) provides cost-effective and reliable services.
❍ To achieve the goal of becoming a digitally inclusive nation, the limitations and constraints of LGN and
LGC must be eliminated, and services must be able to expand rapidly in accordance with the latest
technology trends.
❍ To this end, there are plans to connect 3,500 government agencies with a bandwidth of at least
100Mbps and connect the postal networks to be extended across up to 7,500 regions.
❍ In all of these regions, a Wi-Fi environment will be set up so that citizens can easily access government
services, and the next version of LGC will provide industry-standard cloud services.

99

Sri Lanka LAS & LISS Project F/S Service❍ Big data analysis, which can be used effectively for the nation’s economic growth, and open data portals in linewith national priority projects are two key outcomes of the big data cluster project.
❍ An Internet backbone that is significantly bigger than the current size of the government network has
been proposed, but to ensure adequate Internet bandwidth, the government of Sri Lanka plans toestablish a government data center and a national security operations center (SoC).
❍ All these digital infrastructure improvements are underway for sequential digital revolution (Source: eGovernment Policies & Procedures, ICTA).
❍ Infrastructure is being built for five purposes (Source: e-Government Policies & Procedures, ICTA).:‒ First, it is to provide high-speed wide area network (WAN) to government agencies;‒ Second, it is to provide Wi-Fi facilities for government employees to use e-Government services
conveniently;‒ Third, it is to increase access to government and related services for citizens through Wi-Fi
facilities;‒ Fourth, it is to build a government cloud hosting all government services, portals, public/sharedservices, and mobile applications;‒ Fifth, it is to implement a big data analysis and open data platform by implementing big dataclusters (Source: e-Government Policies & Procedures, ICTA).

2.2.3. ICT Business Status

1) ICT Private Company List
[Table Ⅱ-15] ICT Private Company

Company Name

Address

Description

Homepage

Metropolitan

85, Braybrooke Place,
Colombo, Sri Lanka

IBM/Acer Lap Top,
Canon Printer and Copt
MachineSI Project and Maintenancewww.metropolitan.lk

Enterprise Technology

No.65, Braybrooke
Place, Colombo, Sri
Lanka

KBSL Information
Technologies Limited

297 Union Pl, Colombo,
Sri Lanka

Provide CISCO networksolution
Network Maintenance andcapability for SI Project
Provide/Develop/Consult for
Business Solution
SI(System Integrator)

100

www.enterprisetl.com

www.kbslit.com

II. Status Survey and Analysis

Company Name

N-ableAddress

Description

Homepage

36 Bristol St, Colombo,
Sri Lanaka

N-central(PC Management
Solution)
MSP(Managed Service
Providers)
Provide N-compass
Construction for Dialog IDC

www.n-able.biz/

370 A2, Colombo, Sri
Lanka

Provide/Develop/Consult for
Business Solution for
Government, Bank andInsurance company
SI(System Integrator)

www.jithpl.com

JITG(Just in Time Group)

2) Wage information in Public and Private[Table Ⅱ-16] Sri Lanka Wage Status for ICT (in Government)
LKR

Less than 1 year
Experience
Digital media andanimation
Systems andnetworkadministration
Programming/
softwareengineering
Software quality
assurance
IT sales andmarketingTechnical support
Web development
IT research anddevelopment

1 to 4 years'
Experience

4 to 8 years'
Experience

Over 8 years'
Experience

Min

Max

Min

Max

Min

Max

Min

Max

<20,000

40,000<20,000

40,000<20,000

40,000<20,000

40,000<20,000

60,000<20,000

50,000<20,000

50,000<20,000

90,000<20,000

60,000<20,000

40,000<20,000

50,000<20,000

60,000<20,000

60,000<20,000

30,000<20,000

40,000<20,000

40,000<20,000<20,000<20,000

30,000<20,000

30,000<20,000

30,000<20,000<20,000

60,00040,000<20,000<20,000

40,00040,000<20,000<20,000

50,00050,000<20,000<20,000

60,00060,000<20,000

40,00031,00040,00031,00050,000<20,000

60,000Source : ICTA_ICT Workforce Survey Report (′13)

101Sri Lanka LAS & LISS Project F/S Service[Table Ⅱ-17] Sri Lanka Wage Status for ICT (in private companies)
LKR

Less than 1 year
Experience

1 to 4 years'
Experience

4 to 8 years'
Experience

Over 8 years'
Experience

Min

Max

Min

Max

Min

Max

Min

Max

<20,000

60,000<20,000

70,00020,000150,000

31,000200,000<20,000

70,00020,00090,00031,000150,000

41,000200,000<20,000

70,00020,000150,000

31,000200,000+

51,000200,000

Software quality
assurance<20,000

70,00020,000150,000

31,000200,000

41,000200,000

IT sales andmarketing<20,000

70,000<20,000

90,00020,000150,000

20,000200,000

Technical support<20,000

70,000<20,000

70,00020,000150,000

20,000200,000

Web development<20,000

70,00020,00080,00020,000150,000

31,000200,000

IT research anddevelopment<20,000

80,00020,000150,000

31,000200,000+

41,000200,000

Digital media andanimation
Systems andnetworkadministration
Programming/
softwareengineering

Source : ICTA_ICT Workforce Survey Report (′13)3) NDC(National Data Center) standard price for Co-Location[Table Ⅱ-18] NDC(National Data Center) standard price for Co-Location
LKR

Category

Type-A

Type-B

Type-C

Type-DPower feed options

16A x 2*32A x 2*

16A x 2*

16A x 2*

Redundancy options

Basic

Basic

Advanced

Advanced

Monthly Rental Full Rack (42U)Infrastructure Exclusive of Power

95,000.00

110,00.00

100,000.00

120,000.00

Monthly Rental Full Rack (42U)Power Usage

75,000.00

160,000.00

80,000.00

170,000.00

Maximum Power Usage

3.6KVA

7.2KVA

3.6KVA

7.2KVA

Total Monthly Rental Full Rack (42U)
Inclusive Power

170,000.00

270,000.00

180,000.00

290,000.00

Pricing for SLT Owned Rack Infrastructure(Monthly)
Service Initiation Charge : Rs 20,000.00

102

II. Status Survey and Analysis

3. Land Information Policy and Management Status
3.1. Overview❍ In Sri Lanka, the concept of systematic land management was introduced with the establishment of
the Survey Department (SDSL) in 1800 during a time when it was still under British colonial rule,and this formed the basis of land information regarding the entire territory of Sri Lanka.
❍ From 1800, laws and systems for land management were established, practical survey concepts wereintroduced, and the concept of survey plans for land boundaries began to be established, along withthe establishment of the SDSL, it has been the foundation of Sri Lanka’s policies related to land
information and has the following historical trends:[Figure II-10] Historical trends from land-related legal and policy perspective

103

Sri Lanka LAS & LISS Project F/S Service[Figure II-11] Historical Trends from land survey perspective

104II. Status Survey and Analysis

3.2. Laws and Institutions Related to Land
❍ Sri Lanka’s land-related laws and institutions were the most affected by its political history. All land
was originally owned by the king.
❍ Starting in 500 BC, a le/gal document called “Sannasa” was be used to grant religious members or
subordinate rulers of the king (minority ruling class) the rights to the use of land, and these records
are found in a land register called “Lakam-Mitiyas”.
❍ In 1505, there was a switch in the land register from “Lakam-Mitiyas” to “Thombo Register”, and thelatter continued to be used during the 150-year Portuguese rule.
❍ The Roman-Dutch Law was introduced under the 140-year Dutch rule after 1656 and this became theimpetus for the establishment of a common law on land in Sri Lanka.
❍ In accordance with the Roman-Dutch Law, a transition from the land register, “Thombo Register”,
continued. Parts of the “Thombo Register” are kept by the Sri Lankan Department of National
Archives and in Kandyan, related records have been issued at the request of ordinary citizens as
reference materials for assessing the legal rights to land.
❍ Sri Lanka was then ruled by Britain for about 150 years starting in 1796. Until 1948 when it finally gained
independence, it was called “Ceylon” and this marked the time during which there was growing
awareness of the importance of land management leading to an era of land ownership.
❍ In 1800, the United Kingdom introduced the title plans system for the purpose of exploiting Sri
Lanka’s land and labor. The Survey Department of Sri Lanka (SDSL) was also established to maintain thesystem of land rights through surveying and production of survey plans began.
❍ The establishment of the private land ownership system resulted in a widespread wealth inequality, andmost households in urban areas live on small pieces of land or in unauthorized residences on
government lands.
❍ Land title certificates based on the title plans with commercial value have become very important
grounds for land transactions, and various land regulations and administrative ordinances have beenpromulgated to maintain them.
❍ The land-related statutes that have been maintained to this day first started being established in 1820
for the purpose of preventing infringement on state-owned lands. The following statutes have been
established and amended in reflection of the changes in social conditions:‒ State Lands Encroachment Ordinance (Nos. 12 of 1820, 22 of 1931, 8 of 1947, Act No. 8 of 1954):
An ordinance establishing provisions on preventing infringement on state-owned lands

105Sri Lanka LAS & LISS Project F/S Service‒ Definition of Boundaries Ordinances (Nos. 1 of 1844, 13 of 1905, 28 of 1919, 27 of 1933, 8 of1947 ordinances and Act No. 22 of 1955): An ordinance establishing provisions for effective
assessment of land boundaries‒ Land Surveys Ordinance (Nos. 4 of 1866, 2 of 1917): An ordinance introduced to reinforce therequirement for surveying for land title certificates and the reliability of land surveys and theirresults and later replaced by the Survey Act No. 17 of 20022‒ Land Settlement Ordinance (No. 29 of 1931): An ordinance introduced to resolve land disputes(forming the basis for land title registration)‒ Land Development Ordinance (Nos. 19 of 1935, 3 of 1946 Acts Nos. 49 of 1953, 22 of 1955, 16 of1969, and 21 of 1971, Law No. 43 of 1973): An ordinance for efficient land development andassignment of state-owned land (requires provision of information on land)‒ State Land Ordinance (No. 8 of 1947): An ordinance for leasing and granting state-owned lands
that was introduced for land and coastal management, regulation of use of water resources, andresolution of related issues (specifies matters concerning the use of state-owned lands)‒ Land Acquisition Act (No. 9 of 1950): An ordinance for acquiring land for public purposes and for
coordinating various issues resulting from the acquisition (specifies matters concerning land use
for public purposes).
‒ Land Grants (Special Provisions) Act (No. 43 of 1979): An act for supplying farmlands and realestate lands under the land reform law (specifies matters concerning land use)
‒ State Land (Recovery of Possession) Act (No. 7 of 1979): An act for resolving land ownershipissues with respect to disputes arising from unauthorized occupation of state-owned land (specifies
matters concerning land use)
‒ Title Registration Act (No. 21 1998): An act regarding investigation and registration of land
centering on land units (specifies the regulations on land transactions and matters concerning landuse).
❍ As for the land system in Sri Lanka, the land certificate system accompanied by surveying began to be
implemented in full swing with the introduction of the Land Surveys Ordinance in 1866.This became
the impetus for active production of survey plans (Survey Plans: Village Survey, Topo Preliminary
Survey, Preliminary Survey).
❍ With the enactment of the Title Registration Act in 1998, investigation and registration of land became
mandatory for land transactions, and this led to the transition from old system of “deed” to the system of“titles” as proof of land ownership. Base on this, a Land Titling Related service projects began. In 2007,
a new Title certificate for land issuance system was introduced, which is the Bim Saviya Program.
❍ Land Surveys Ordinance was replaced by the Survey Act No. 17 in 2002. It became the basic status forland surveying, mapping, geo information production & management and land management in Sri Lanka

106

II. Status Survey and Analysis[Figure II-12] Survey Act, No. 17 of 2002

❍ The current land system in Sri Lanka is largely divided into state-owned and private lands, and therights to land are divided as follows:‒ Private lands with freehold titles which the owner has to right to transfer or dispose of lands‒ Provincial lands that the government and local councils can divide and regulate‒ Land that the state has absolute ownership right to under the Land Development Ordinance (LDO)‒ Land owned by state-owned enterprises or related ministries‒ Jayaboomi which are lands given to the people as state grants under certain conditions❍ Agricultural lands, which can be jointly owned like a collective farmland, are divided into three types:‒ Thattumaru: the co-owners of a piece of land take turns in cultivating it.
‒ Kattimaru: the land is subdivided into parcels which are cultivated in rotation by co-owners who
only own the crops growing in their respective plots‒ Ande: the land owner gets another person to help cultivate crops on the land and pays him with ashare of the crop
❍ The taxes imposed on private land in Sri Lanka are divided into state tax and local tax, and property tax is
included in local tax.
‒ The property tax in Sri Lanka is not conceptualized as a holding tax imposed on the land in one’s
possession, as is the case in Korea, but it is instead calculated in relation to the lease value of theland.
‒ Property taxes are imposed to fund public services in the area under jurisdiction of the authorities
that oversee the land in question.

107

Sri Lanka LAS & LISS Project F/S Service‒ In Sri Lanka, the average price of residential parcels (16.5 square fee) in 2018 rose 15.3% from2017 to LKR 1.36 million (approx. USD 7,780), and the price of land in Colombo also increased
5.5% to LKR 1.56 million (approx. USD 66,130) in the same period.
‒ In the case of Colombo, property taxes are expected to rise due to foreigner investment in realestate.
‒ Those required to pay property taxes are not clearly defined, but all owners of real estate properties
are generally required to pay the tax. In case of failing to pay the property tax for more than twoquarters, the government seizes the property under state treasury.

3.3. Survey Plans❍ Systematic land survey and subsequent land records introduced by the United Kingdom in land
administration have become the most important mechanism for land ownership and land transactions. The
British established the Survey Department of Sri Lanka (SDSL) in 1800 and began implementing the title
plans system according to survey plans.
❍ SDSL, established in 1800, began producing various types of survey plans necessary for land
management and established the title plans system. The hard copies of the title plans are stored in the
SDSL archive.
❍ The types of survey plans currently retained by SDSL are as follows:[Table Ⅱ-15] Types of Survey Plans

Category of Title Plan

Purpose

Period Issued­ Title Plan
­ Title Plan(T)­ Property Transaction &­ Commercial purpose­ 1800 to 1934
­ 1934 to 1942

­ Acquisition Title Plans­ Mining Right Title Plans­ Crown Title Plans­ For land Acquisition­ Mining right purpose­ For Crown lands­ 1892 to 1912
­ 1915 to 1940
­ 1937 to 1938

­ Preliminary Plans­ Preliminary Plans(A)­ District Preliminary Plans­ For issue of grants on­ settlement purpose­ Land acquisition, Vesting &­ alienation purpose­ 1859 to 1932
­ 1932 to 1965
­ 1965 till now­ Village Plans(VP)­ Final Village Plans(FVP)­ Less populated village areas,settlement purpose­ 1859 to 1958

­ Topographical Preliminary­ Plans (ToppPP)­ Very low populated & remoteareas, Settlement purpose­ 1917 to 1954

­ Irrigation Survey­ Preliminary Plans (ISPP)­ Irrigation Scheme areas­ For Settlement purpose­ 1916 to 1986

­ Forest Survey preliminary­ Plans (FSPP)­ Town Survey preliminary­ Plans (TSPP)­ Settlements in forestry areas­ Settlement on town vicinity­ Prior to 1980

108

II. Status Survey and Analysis❍ SDSL introduced systematic survey plans for the whole country in accordance with a long-term
survey program for the first 50 years and conducted village surveys, topo preliminary surveys andpreliminary surveys.
❍ For this purpose, a wide variety of survey techniques were introduced, and the method of preparing
survey plans was decided in consideration of the density of residents living in each region.
1)

Preliminary Plans (PP)‒ Preliminary plans (PP) are survey plans for land administration purposes that are legally effective.
They were implemented sporadically at the request to transfer state-owend lands to private
ownership. Serial numbers starting from 1 were assigned in the order in which surveying was
performed between 1859 and 1932, while serial numbers starting with A (e.g. A1) were assigned
between 1932 and 1965.
‒ From 1965 to the present, serial numbers combined with the district code have been assigned (e.g.,in the case of the Colombo District, Co-1234).Prior to 1965, an average of 100,000 preliminaryplans were carried out, and the largest number of preliminary plans were issued in the Western
Province, which has the highest population density.
‒ Preliminary plans have been implemented since 1859 based on sporadic surveys. Surveying was
not performed using a standardized control point coordinate system, but by setting up random
control points within a local area. This is why a standardized coordinate system has not been
maintained.
‒ Accordingly, in recognition of the need for a standardized coordinate system for the entire nation,
control points have been set up by categorizing the coordinate system by region, based on whichsurveying has been carrying out starting in 1965. The distribution of preliminary plans produced at
the request of local governments is as follows:[Table Ⅱ-16] Preliminary Plans by Province

Provinces

PPA

PP

Total

WP

5,424

20,43025,854

NWP

1,880

7,770

9,650

NP

2,499

8,430

10,929

CP

3,193

9,260

12,453

NCP

156

7,870

8,026

EP

1,469

6,840

8,309

SP

2,121

14,47016,591

SAB.P

1,248

4,190

5,438

UVA.P

386

2,990

3,376

Total

18,37682,250100,626

109

Sri Lanka LAS & LISS Project F/S Service2) Village Survey Plans‒ A “village” is the smallest administrative unit in Sri Lanka and is considered as one survey block.
The Village Survey, the first legally binding land survey in accordance with the Land Settlement
Ordinance, began in 1931.
‒ In the Village Survey, also called the Block Survey or Lanka Survey, the scale of the drawing isformed by expressing a chain16 from 1 to 4 in an inch, and the cadastral terrier information (landinformation) is managed as a list in the form of a table.
‒ Once the Village Survey is completed, the officer in charge of land adjustment (settlement) takes
follow-up measures for the Village Plan through the Village-level Survey Plans. The Village Plan
after the land adjustment (settlement) activity was then announced as a Final Village Plan.
‒ VP/FVP were survey plans conducted between 1859 and 1958 in order to manage the residencesof residents at the village level.
‒ VP/FVP were created based on sporadic surveying. Because surveying was not performed basedon a standardized control point coordinate system and instead was carried out based on arbitrary
control points set up in localized areas, a standardized coordinate system has not been maintained.
‒ The data were used as a basis for producing a national base map of Sri Lanka, and it was named 1inch Map.
‒ The current surveying and survey activities related to land administration are based on VP (Village
Plans) and Final Village Plans (FVP). A total of 8,887 VPs/FVPs have been published and thecurrent status of VPs/FVPs of each province is as follows:[Table Ⅱ-17] VPs/FVPs by Province
Provinces

Total

Western Province

80

North Western Province

4,002

Northern Province

85

Central Province

621

North Central Province

1,756

Eastern Province

43

Southern Province

665

Sabaragamuwa Province

955

Uva Province

680

Total

8,887

16 First developed by British mathematician Edmund Gunter (1581–1626) in the early 17th century. 1 Gunter’s chain is about 20m
and 1/100 of 1 Gunter's chain is called 1 link. One link consists of one iron rod, and the chain is used as the basic surveying unit
for public land surveys in Canada and the United States. 10 square chain is 1 acre (ac).

110II. Status Survey and Analysis

3) Topographical Survey Preliminary Plans (TopoPP)‒ Topographical survey preliminary plans (TopoPP) for regions with a small population are land
survey plans created by sporadic (independent) surveying, rather than a continuous land.
‒ TopoPPs/FTPs are survey plans conducted between 1917 and 1954 to manage settlements inremote areas.
‒ TopoPPs/FTPs were created based on sporadic surveying. Because surveying was not performed
based on a standardized control point coordinate system and instead was carried out based on
arbitrary control points set up in localized areas, a standardized coordinate system has not been
maintained.
‒ TopoPP# (e.g. TopoPP2) is assigned for a wide area and the smaller areas within the wide area are
re-numbered by adding a dash (-) (e.g. TopoPP2-3). When a survey plan is produced for thevillage plan, follow-up measures are taken by the officer in charge of land adjustment (settlement)
and the final topo plan (FTP) gets announced.
‒ TopoPPs/FTPs have been conducted for most of the rural areas and areas with forests. A total of
319 TopoPPs/FTPs have been published and the status of TopoPPs/FTPs for each province is asfollows:[Table Ⅱ-18] Status of TopoPP/FTP by Province
Provinces

Total

Western Province

3

North Western Province

31

Northern Province

80

Central Province

28

North Central Province

27

Eastern Province

55

Southern Province

5

Sabaragamuwa Province

10

Uva Province

80

Total

319

111

Sri Lanka LAS & LISS Project F/S Service

3.4. Bim Saviya Program❍ Background‒ Sri Lanka has previously used deeds as proof of land ownership through title plans according tosurvey plans; however, there have been attempts to switch to a new title certificate system startingin 2001.
‒ In 2007, the Bim Saviya Program was introduced to confirm land surveying results, manage
ownership-related information in digital files, and provide the information via a website, and thishas formed the basis of the current Land Information System (LIS).
‒ The land ownership certificate of the Bim Saviya Program serves as basic data for checking theexact land area and owner information at the time of land transaction. It also serves as a medium tosupport secondary economic activities such as bank loans based on land value and is used as a tool
for strengthening competitiveness on the international stage when it comes to attracting foreign
capital based on the economic value of land.
‒ Under the Bim Saviya Program, there is a distinction between land ownership registration forstate-owned lands and land ownership registration for private lands. In the case of private land, thelandowner’s consent is necessary, and thus various promotional campaigns have been carried out
nationwide to induce voluntary participation of landowners.
‒ For state-owned lands, land surveying results are confirmed at the request of the entity in possession of
the state-owned land in question and the ownership information of the entity is inputted for
management. The necessary foundation has been laid in order to implement a wide range of policies forthe transfer of state-owned lands to the private sector such as lease and transfer.

112II. Status Survey and Analysis[Figure II-13] PR Materials for the Bim Saviya Program

113

Sri Lanka LAS & LISS Project F/S Service❍ Bim Saviya Procedure17‒ The Bim Saviya Program consists of a 6-step procedure for all the entities concerned in land
registration can perform their respective tasks properly, and such entities include the Ministry ofLands and Parliamentary Reforms (MoLPR), Survey Department (SDSL), Land Settlement
Department, Register General's Department, and Land Commissioner General's Department.
‒ The 6-step procedure is as follows: 1) AA: planning and monitoring, 2) BA: land informationcollection, 3) CA: land owner information acquisition, 4) DA: title certificate issuance, 5) EA:
updates on land-related changes 6) FA: sharing of land information. The land survey results are
confirmed through two of the steps: 2) land information collection and 3) land owner informationacquisitio.
‒ The BA (land information collection) process refers to the process of confirming the parcel
boundary and updating the details by collecting survey plans for the specified area and performing
surveys on the registered land (parcel).
① BA1 (DS Division prepares survey plans and reference materials for implementation thereof) Update all the DS Division information available on System@LH
 Identify the black and update the system
 Select the location to establish a control point and update the information on System@LH
 Establish and check control points
 Collect basic information for traverse surveying related to the block② BA2 (perform detailed survey for each parcel)
 Designate the surveyor for each block Perform traverse survey on the block boundaries and update System@LH with the information
 Perform traverse survey inside the block Define the requests for each related block Convey the requests for each related block to the surveyor
 Establish a detail survey plan
 Notify the landowner (occupant) of the time plan for field survey
 Perform field investigation and detailed field survey
 Register parcel information (coordinate information) on System@LH
 Capture field survey notes and register them on System@LH③ BA3 (update matters related to land use by other entities)
 Register related entities wishing to use land (parcel) information
 Designate the persons-in-charge at registered entities
 Have the land use information updated by the related entities
 Have the registered information edited, updated, deleted, etc. by the related entities④ BA4 (resolve boundary discrepancies for the adjacent parcels) Resolve boundary discrepancies within the same parcel for which survey is being performed

17 Referenced to Business Process Reengineering (BPR) Report of Title Registration Process and eLand Hub (eLH) System

114

II. Status Survey and Analysis
 Resolve boundary discrepancies with adjacent parcels for which survey is being performed
 Establish a schedule and check the site to resolve boundary discrepancies‒ CA (land owner information acquisition) refers to the process of acquiring and entering
information on land history and landowner that may be used at the time of land registration⑤ CA1 (landowner information acquisition for private land) Request or publish information about land within the specified DS Division Perform searches based on collected information
 Receive cadastral map from SDSL Link the acquired detailed information with cadastral information and publish it in the gazette Set the appeal period and process any appeals that have been received
 Determine ownership Declare ownership and publish it in the gazette Deliver the final land (parcel) information to the registration department⑥ CA2 (landowner information acquisition for state-owned land) Acquire information on state-owned lands from the specified DS Division Declare land ownership Decide on documents related to land ownership Issue documents confirming land ownership❍ Status of Bim Saviya Programme‒ The land survey results for title registration were confirmed through the Bim Saviya Program,which was initiated in full swing in 2007. Title certificates have been issued for approx. 1,200,000
parcels, as of late 208, and this accounts for 4.9% of the national land of Sri Lanka.
‒ About 150,000 parcels of land are registered in the new title certificate issuance system each year
through the Bim Saviya Program. This is quite low due to a lack of voluntary participation of
landowners and the fact that the land title registration procedure (Bim Saviya Program) based on
confirmation of land surveying results is not available online and thus is time-consuming. The
progress of Bim Saviya Program as of the end of 2018 is as follow:

115

Sri Lanka LAS & LISS Project F/S Service[Figure Ⅱ-14] Progress of the Bim Saviya Program (as of late 2018)116

II. Status Survey and Analysis

3.5. Management Status of National Control Points❍ History and Background‒ Sri Lanka introduced a unified geodetic datum in 1856 to produce survey plans for the entire
national land.
‒ In order to introduce a unified geodetic datum, a triangulation network has been established since
1867, with triangulation points set up where there is good visibility, and triangulation between thetriangulation points was performed.
‒ The first triangulation was carried out by setting up 110 primary triangulation points along a
distance of about 250km east-west from Colombo to Vavunativu.
‒ Adjustment calculations for the triangulation of the triangulation points set up initially were
performed by J.E. Jackson in 1933 and the adjustment calculations for the 110 primarytriangulation points led to an accuracy of about 1:20,000.
‒ The coordinates of the 110 primary triangulation points following the adjustment calculations wereposted in 1933.
‒ In 1934, secondary and tertiary triangulation points began to be set up based on the primarytriangulation points for triangulation.
‒ Verification of errors in national control points began to be performed in 1980.
‒ The inadequate surveying technology in the early day led to errors at each station to exceed theallowable level. Upon this discovery, non-conformance began to be checked for tasks
accompanied by national surveying such as cadastral surveying, construction surveying,engineering surveying, LIS and GIS.
‒ In 1992, a national seminar was held to solve the aforementioned problem, and it decided to
update the national reference network by introducing GPS survey enabling simultaneous network
adjustment to an uniform degree across Sri Lanka.
‒ Precision GPS survey for national control points was initiated in 1992. In 1999, precision GPS
survey for 273 national control points were completed.
‒ Precision GPS survey was performed using the static survey method,18 and the network forming
the basis of the national reference network was comprised of 10 stations based on the geodetic
datum, with three 8-hour sessions of GPS survey conducted in relation to those stations.
‒ A static survey involving transmitting GPS observation data for more than 3 hours was carried out
even for the 194 geodetic networks centering on the basic network comprised of a geodetic origin
point and 10 stations.
‒ A national GPS reference network consisting of 273 stations was completed by conducting static
GPS survey on 48 plane control points and 20 elevation control points centering on the nationalreference network including the geodetic datum.

18 Static survey: A precision GPS surveying technique for making observations with GPS receivers fixed in place for long periodsof time. GPS surveying is largely divided into static observation and dynamic observation, and static surveying is the mostcommon method of control point surveying applied to obtain highly accurate coordinates.

117

Sri Lanka LAS & LISS Project F/S Service[Table Ⅱ-19] Components of the National GPS Reference Network

Category

StationNumber of locations

Note

1

Base Station (ISMD)

1

Geodetic
Origin Point

2

Principal (AA) GPS Stations

10

Basic Network

3

Primary (A) GPS Stations

194

Reference network

4

Trigonometrical (TN, TO) Stations

48

Plane control points

5

Fundamental Bench Marks (FBM)

20

Elevation
control points

Total (National GPS Networks)

273‒ In 1999, a simultaneous network adjustment was performed for 273 national GPS reference
networks. The latitude and longitude results (λe, φe) on the Everest-1830 ellipsoid and the latitude
and longitude results (λw, φw) on the WGS84 ellipsoid were determined for each station and wereannounced.

[Figure Ⅱ-15] Primary(A) GPS Stations & National Level Network118II. Status Survey and Analysis❍ SLD99 Coordinate System‒ Sri Lanka uses a plane coordinate system that projects the Everest-1830 ellipsoid onto a cylinder.
This plane coordinate system is used for mapping, cadastral survey, and general survey throughout
Sri Lanka.
‒ Based on the results of national network adjustment in 1999, the standard for the projection ofplane coordinates was published, and it was named as the SLD99 Coordinate System.
‒ The Everest-1830 ellipsoid was adopted as the reference ellipsoid of the SLD99 coordinate system.
‒ The Everest-1830 ellipsoid is comprised of a long axis (a) = 6377276.3450m and a short axis (b) =63506075.4131m.
‒ The projection method for converting the longitude and latitude coordinates of the Everest-1830
ellipsoid into plane coordinates uses the Transverse Mercator (TM) projection method and one
projection origin is used for the national land of Sri Lanka.
‒ The projection origin, scale factor, and virtual coordinates of the origin for the Transverse
Mercator (TM) projection are as follows:
①
②
③
④
⑤

Longitude of the Origin
Latitude of the Origin
Scale factor
False Northing
False Easting

:
:
:
:
:

80°46′18.16710″E
07°00′0.169750″N
0.9999238418
500,000m
500,000m❍ Datum Transformation Parameter for GPS Use‒ Sri Lanka has recognized the need for a datum transformation parameter to convert theuniversalized GPS survey results into the SLD99 coordinate system.
‒ In the case of universalized GPS survey results, earth-centered, earth-fixed (ECEF) verticalcoordinate system is presented as longitude, latitude and ellipsoidal height on the WGS84 ellipsoid.
Thus, SLD99 coordinate system results can only be acquired if the GPS survey results aretransformed into longitude and latitude results on the Everest-1830 ellipsoid.
‒ Accordingly, the datum transformation parameter has been calculated using the latitude andlongitude results on the Everest-1830 ellipsoid (λe, φe) and the latitude and longitude results on
the WGS84 ellipsoid (λw, φw) in relation to the national GPS reference network published in 1999.
‒ In order to convert the WGS84 ellipsoid results into the Everest-1830 ellipsoid results, Bursa
Wolf’s 7-parameter conversion method has been adopted.
‒ Transformation parameter for Bursa Wolf 7-parameter transformation are as follows:① ΔX:
0.2933m② ΔY:-766.9499m③ ΔZ:-87.7131m④ Φ:
0.1957040m⑤ Ρ:
1.6950677m⑥ Κ:
3.4730161m⑦ Scale Factor:
1.0000000393‒ 3-parameter for a simple transformation is as follows:
⑧ ΔX
⑨ ΔY
⑩ ΔZ

:
:
:

97.000m-787.000m-86.000m

119Sri Lanka LAS & LISS Project F/S Service❍ National Control Points Management System‒ Sri Lanka announced the GNSS Control Point Classification System to promote theuniversalization of GPS survey after the national GPS reference network adjustment in 1999 andmanages the geodetic control points through the GNSS Control Point Classification System.
[Table Ⅱ-20] GNSS Control Point Classification System

Categ
ory

Establishment of GPS
Control Station

Principal(AA)

Primary(A)

Secondary(B)

Tertiary(C)

1

Accuracy

1:700,000

1:200,000

1:100,000

1:50,0002

Mode of Observation

StaticStaticStaticStatic3

GPS Observation Session

3 Sessions of
8 Hours

3 Hours

3 Hours

45 Minutes

4

GDOP

〈 4

〈 4

〈 4

〈 6

5

GPS Receiver

Dual
Frequency

Dual
Frequency

Dual
Frequency

Dual
Frequency

6

Adjustment

Network

Network

Network

Network

7

Loop Closure

1:1,000,000

1:200,000

1:100,000 or〈 3cm

1:50,000 or
〈 5cm

8

No. of Base Stations

3

3

3

2

9

Station Spacing

50~100 ㎞

15~35 ㎞

4~8 ㎞

0.1~0.5 ㎞‒ SDSL manages a total of 23,307 geodetic control points according to the GNSS Control PointClassification System.
‒ These geodetic control points are managed in a database, which includes the control point numbers
and names, coordinate results and location maps. The results have been made available to thegeneral public via the website.

120II. Status Survey and Analysis[Figure Ⅱ-16] List of Control Points (Control Point Data Portal)❍ Status of Continuous Observation Reference Station (CORS)-Network‒ Sri Lanka established the CORS-Network installation plan in 2014 to enable real-time kinematic(RTK) through the installation of continuous observation reference station(CORS) in order topromote the universalization of GPS survey based on the national control point management
system.

121

Sri Lanka LAS & LISS Project F/S Service‒ Accordingly, in 2015, the pilot CORS-Network construction project was completed by installing 6
Continuous Observation Reference Station(CORS) centering in Western Province, and the
Network RTK services have been provided in Western Province.
‒ The 6 CORS in Western Province have been installed in Colombo, Kalutara, Ratnapura,
Avissawella, Kegalle and Katana as shown in the following figure. Each CORS is equipped with
Topcon’s GNSS receivers, choke ring antennae and Sri Lanka Telecom's VPN routers.

[Figure Ⅱ-17] Installation Status of CORS-Network in Western Province

3.6. National Base Map❍ 1:50,000 Topographic Maps
‒ Sri Lanka introduced a one-inch map policy based on the final village plans (FVPs) in 1897 andmanaged the nationwide of Sri Lanka using 72 maps. The one-inch maps were updated based on
FVPs over the course of 100 years from 1859 to 1958.
‒ It wasn’t until 1978 that a 1:50,000-scale modern mapping which involves the use of the metricsystem by combining photogrammetric and cartographic techniques with the old one-inch map
method was planned. Then, from 1979 to 1996, 92 map sheets of 1:50,000 topographic map of thenationwide of Sri Lanka were produced.
‒ In 1996, the 1:50,000 topographic map of the nationwide of Sri Lanka was completed, and it was
based on this map that thematic maps reflecting various types of important national information
were produced. Therefore, the 1:50,000 topographic map began to serve as a national base map.

122

II. Status Survey and Analysis[Figure Ⅱ-18] One-Inch Map and 1:50,000 Sheets Based on FVP❍ 1:50,000 Digital Topographic Map Database‒ Starting from 1996, 1:50,000 topographic maps began to be digitized, and a 1:50,000 topographic
map database for the nationwide of Sri Lanka is currently being provided to the general public.
The topographic map database consists of Admin (DS Division), Buildings, Grid, Hydro (Streams,
Tanks), Trans (Roads, Railroad), Landuse, Places, Reserves, Terrain (Contour, Spot Heights) andUtility (Power Line).
‒ Using the 1:50,000 topographic map database, various thematic maps (road network maps, digitalterrain model (DTM), hydro, land use, geographical names, etc.) are produced and used in various
administrative procedures.
‒ Sri Lanka’s 1:50,000 digital topographic maps, topographic map database, and various thematic
maps are continuously updated using Advanced Land Observing Satellite (ALOS) images.

123Sri Lanka LAS & LISS Project F/S Service[Figure Ⅱ-19] Production of 1:50,000 Thematic Maps

❍ 1:10,000 Digital Topographic Maps and Topographic Map Database‒ In 1982, 1:10,000 digital topographic maps began to be produced in order to meet the demand forlarge-scale digital topographic maps. 1:10,000 digital topographic maps at the national level havebeen produced and updated using various source data.
‒ From 1982 to 1994, paper-based 1:10,000 topographic maps by field investigations have been
produced, and digital topographic maps were produced based on aerial photogrammetry from 1994
to 2007.
‒ In 2008 and 2009, updates were made for some regions using images obtained from QuickBird, ahigh-resolution earth observation satellite. In 2010 and 2011, aerial photogrammetry using color
images was conducted on Northern Province through JICA to produce 1:10,000 topographic maps.
‒ Since then, updates have been made for major areas through continuous high-resolution satellite
imaging, and since 2016, the 1:10,000 digital topographic maps have been updated by aerial
LiDAR surveys on Western Province.
‒ As of today, 1:10,000 digital topographic maps have been created at the nationwide of Sri Lanka,
whereas the 1:10,000 topography database contains information on around 80% of the nationwide,
except the areas mapped manually or as paper topographic maps (about 20%). The topography
database is comprised of Admin Boundary (Up to GN Level), Construction (Buildings), Grid,
Hydro (Streams, Tanks), Trans (Roads, Railroad), Land use, Toponomy and Utility (High Tension
Power Line).

124

II. Status Survey and Analysis[Figure Ⅱ-20] Production of 1:10,000 Digital Topographic Maps

125

Sri Lanka LAS & LISS Project F/S Service❍ 1:1,000 Digital Topographic Maps and Topography Database‒ Currently, Sri Lanka has 1:1,000 digital topographic maps and topography database for only someparts of the Colombo Metropolitan Area. The topography database contains information in relation
to Construction (Building), Hydro (Streams, Tanks), Land use, Terrain (Contour, Spot Heights)
and Transport (Roads, Railroads).
‒ 1:1,000 digital topographic maps have been produced on a pilot basis through LiDAR surveys
since 2016, but there are not yet any plans for nationwide application.

[Figure Ⅱ-21] 1:1,000 Digital Topographic Maps and Topography Database

3.7. SLSDI Policy❍ Background‒ The National Spatial Data Infrastructure (NSDI) of Sri Lanka is the Sri Lanka Spatial Data
Infrastructure (SLSDI), which was initiated in 2012 by the Minister of Land and Parliamentary
Reforms (MoLPR) along with the relevant ministries. It was pursued with SDSL operating under
MoLPR serving the role of a data provider.
‒ SLSDI has been pursued with the aim of achieving the vision of “Sustainable development
through effective use of spatial information for evidence-based decision making,” and theobjective of “creating a wide range of social benefits through efficient utilization and sharing of
spatial data for business, research and innovation in the government and private sector.”‒ Four main goals have been set forth to achieve the aforementioned vision and objective, and they
are as follows:126II. Status Survey and Analysis① Goal 1 [Accurate national map coverage]② Improve the accuracy and coverage of the Nation's spatial data so that it can be analyzed toaddress economic, social and environmental challenges.
③ Goal 2 [Greater efficiency and productivity in the management and sharing of spatial data]④ To increase the efficiency and effectiveness of spatial data management through improved
data sharing practices, open standards and an agreed policy framework.
⑤ Goal 3 [Spatial Solution widely available]⑥ To promote value, skills development and an entrepreneurial mindset across government,
private and community sectors through awareness raising, capacity building, and researchand innovation in spatial technologies⑦ Goal 4 [Access to integrated Spatial Data]⑧ To maximize the potential of spatial information by marking it accessible to the broader
community via a National Map Portal where it can be easily visualized and used
‒ In order to achieve the four goals, ten integrated strategies ranging from stakeholder engagement
and legal and policy framework to education and awareness programs have been developed andare being implemented.
‒ The relationships between the four goals and the ten integrated strategies for SLDSI are as follows:[Figure Ⅱ-21] 4 Goals and 10 Integrated Strategies for SLDSI❍ SLSDI Roadmap19‒ Sri Lanka has established a three-phase roadmap by dividing the 10 integrated strategies intoplanning, data and technology, data acquisition, compliance, education and awareness, and disastermanagement pilot project.

19 Referenced to Consultation Document for Spatial Data Infrastructure Strategy 202

127

Sri Lanka LAS & LISS Project F/S Service[Figure Ⅱ-22] SLDSI Roadmap❍ SLSDI Governanc20‒ SLSDI is divided into NSDI Office and NSDI Council centering around the NSDI Steering
Committee. The NSDI Office is further divided into National Map Portal Project and NSDI project
teams and the NSDI Council is composed of sub-committees for policy, technology and data.

[Figure Ⅱ-23] SLDSI Governance Model

20 Referenced to Consultation Document for Spatial Data Infrastructure Strategy 202

128II. Status Survey and Analysis❍ SLSDI Framework21‒ SLSDI consists of six frameworks: of a data framework, supply chain framework, data accessframework, application framework, policy framework, and governance framework.
‒ The data framework provides a way to organize the map content to facilitate management by data
administrators and system administrators and access by users.
‒ It also defines the data standards used and the scope of application for each data set and provides afunction for producing and managing metadata for data management.
‒ The supply chain framework provides data to entities that need spatial data, provides resources
necessary to use the service, and includes the process of converting raw data into data for
distribution.
‒ The data access framework provides the function to access spatial data managed by various
entities through an integrated spatial information portal and provides a common development
framework for developing application programs that utilize spatial data.
‒ A key element of the data access framework is the National Map Portal, which provides access tothe spatial data layer, and the system architecture consists of users, security, integration,
application programs, key services, and management layers.
‒ The application framework is comprised of purpose-specific systems using services and spatial
data sets made available through the data access framework. It includes various thematic
applications such as disaster management, environmental monitoring, tourism, and resource
management.
‒ The policy framework includes legislative and policy measures to achieve SLSDI and includes
policies and guidelines for spatial data collection and management, data access, pricing, privacy,
data security and intellectual property management.
‒ The governance framework includes comprehensive adjustments for SLSDI to allow various
government agencies to share spatial data and improve the processes of each agency as well as
adjustments at the national level for all stakeholders to understand and accept SLSDI.

21 Referenced to Consultation Document for Spatial Data Infrastructure Strategy 202

129

Sri Lanka LAS & LISS Project F/S Service[Figure Ⅱ-24] SLDSI Framework Composition

3.8. Organizations and Tasks Related to National Spatial Information❍ The organizations related to national spatial data in Sri Lanka include entities necessary for national landdevelopment and conservation, national spatial data acquisition and management, and land
registration and management centering on the Ministry of Lands and Parliamentary Reforms(MoLPR).
❍ The department concerned with national land planning and conservation within MoLPR is thePlanning Division, and it is under the supervision of the Department of Land Commissioner
General’s and the Land Use Policy Planning Department.
❍ The Department of Land Settlement of the Land Division is in charge of affairs pertaining to land,
while the Survey Department is responsible for acquisition of land information.
❍ The registration of land title is based on collaboration between departments through the Land Title
Registration Program (Bim Saviya).
❍ Acquisition and management of national spatial data including national land information is carried out
under the direction of SDSL. Various types of national spatial data are jointly used by central
government agencies and local governments through the stakeholders of SLSDI.

130

II. Status Survey and Analysis❍ Also, updates to national land information are to be made in a complementary manner throughcooperation among the Urban Development Authority (UDA), Road Development Authority(RDA), and SDSL under MoLPR through joint use and development of land information; however,
due to the absence of a national spatial data distribution system (system for joint use), seamlesscooperation has not been possible.
❍ SDSL, which is responsible for supervising the acquisition and production of national spatial data in
Sri Lanka, is comprised of entities that produce and manage national spatial data accompanied bysurveying such as national control point management, production of digital topographic maps andvarious thematic maps, satellite image-based mapping, land surveying and land information systemestablishment.
❍ SDSL Organization and Responsibilities‒ SDSL is composed of the head of SDSL (Surveyor General), Additional Surveyor General
responsible for manpower management and administration, Additional Surveyor General
responsible for the production and management of spatial data, Additional Surveyor General
responsible for the management of regional offices, and Additional Surveyor General responsible
for land title registration.
‒ The Additional Surveyor General responsible for the production and management of spatial data
oversees departments in charge of geodetic and control points, mapping and geographical names,
NSDI, document management and standards, geoinformatics, land information, information
technology, resource management, education, and research and development (R&D).
‒ The department in charge of geodetic and control points oversees tasks concerning management of
national control points and CORS-Network, GPS survey, leveling, gravity survey, and setting up
various control points under the responsibility of the Senior Deputy Surveyor General.
‒ The department in charge of mapping produces and updates 1:50,000 topographic maps andproduces special maps and thematic maps under the responsibility of the Senior Deputy Surveyor
General.
‒ The department responsible for managing geographic names oversees tasks related to geographic
names and defining the national data system pertaining to the cultural heritage of the Sri Lankan
people.
‒ The NSDI department is responsible for tasks related to spatial data conversion, NSDI featurecatalog and NSDI website for joint use by relevant entities.
‒ The department responsible for document management and standards is in charge of managing theold survey plans and preliminary tasks in accordance with the use of the old plans and for updating
the old survey plans including issuing copies of the title plans.
‒ The geo informatics department is comprised of an air survey branch, remote sensing branch and
GIS branch. The Air Survey Branch produces and updates 1:10,000 digital topographic maps byaerial photogrammetry, manages and distributes aerial photographs, produces DEM based on
aerial LiDAR survey, and revises and updates 1:10,000 digital topographic maps.
‒ The Remote Sensing Branch is in charge of revising and updating 1:50,000 topographic map using
satellite imagery and producing land cover maps.
‒ The GIS Branch is in charge of building and updating a topography database for 1:50,000 digital
topographic maps and for 1:10,000 digital topographic maps each.

131

Sri Lanka LAS & LISS Project F/S Service‒ The LIS department is in charge of performing cadastral surveys, sporadic surveys, and fieldsurvey for parcel, real estate and forests. It is also in charge of overseeing the land information
system and providing land-related information.
‒ The education-related department is in charge of training surveyors and other human resources for
production and management of spatial data, while the R&D department is in charge of introducing
new technologies for the production and management of spatial data.

[Figure Ⅱ-25] SDSL Organization Chart132

II. Status Survey and Analysis

3.9.Survey Fees and Surveyors❍ In Sri Lanka, the first survey is performed free for land registration purposes, but fees are charged for
subsequent surveys (survey for development such as land subdivision and merger).
❍ The services provided by SDSL consist of land information service, geo information service,
andgeodetic survey service. Fees are imposed according to the level of difficulty of the work
performed and the work process.
[Table Ⅱ-21] Survey Fees Charged by SDSL

Type of work
Setting out of a control point in 3rd class using satellites.
Minimum survey fee is Rs. 60,000.00
For one point, for setting out scattered points as a single point
Sets of points in 3 points each available in order
For one point, for the first 10 point sets (30 points)
For one point for the second 10 point sets (30 points)
For one point, when more than 20 point sets (60 points)

Amount of fees Rs.

20,000.00
16,000.00
14,000.00
12,000.00

Carrying out of surveys using real time kinematic satellite technology.
Minimum survey fee is Rs. 100,000.00
For one point for first 100 points
For one point, from number of points 100 to 200
For one point, from number of points 200 to 300
For one point, from number of points 300 to 400
For one point, when number of points exceeding 400

1,000.00
900.00800.00700.00600.00

Geodetic leveling.
Minimum survey fee is Rs. 50,000.00
For 1 km for level lines in second class (to both directions)
For 1 km for level lines in third class
For 1 km for level lines in detail and minor class

25,000.00
15,000.00
12,000.00

Control traverses.
Minimum survey fee is Rs. 50,000.00
For 1 km of total station survey traverses in first order
For 1 km of total station survey traverses in second order
For 1 km of total station survey traverses in third order

100,000.00
80,000.00
60,000.00

Setting out of Ground Control Points.
Minimum survey fee is Rs. 50,000.00
For one point, for identification of control points - selection
For one point, for setting out of horizontal coordinates using satellites
For one point, for setting of vertical coordinates using satellites

5,000.00
15,000.00
30,000.00

133

Sri Lanka LAS & LISS Project F/S Service❍ In addition to the survey services of SDSL, various other types of survey work for land
registration, construction, etc. are carried out, and the fees charged by survey companies arearound two-thirds that of the fees charged by SDSL.
[Table Ⅱ-22] Survey Fees (SDSL Rate and Market Rate

Survey Task (Category)Establishment of GPS Static control point (Type B) 1:50,000
Establishment of GPS Static control point (Type C) 1:20,000
Establishment of RTK point (Per point)
Reopening points

SDSL Rate
30,00025,00010,00010,000Market Rate
20,00016,5007,000
7,000

Survey and attribute data collection of Land Parcels
For 8 perch
Within 8~20 perch
Within 20~40 perch
Within 40~80 perch
Within 80~160 perch
Within 160~200 perch
Within 200~240 perch
Within 240~280 perch
Within 280~320 perch
Within 320~400 perch

5,000
6,500
8,000
10,50012,00013,50015,00016,50018,50019,500

3,500
4,500
5,500
7,500
8,500
9,500
11,50012,50013,50015,500Detailed Survey of Roads (20m width)
Within padeshiys Saba (For 1km)
Within Urban Council area (For 1km)

500,000
700,000

350,000
400,000

Setting out of a center line of a road
Control point accuracy verification (per point)

40,00010,00030,0007,000❍ The survey companies in Sri Lanka specialize in general survey or a series of processes ranging
from national spatial data production to processing such as GIS databaseconstruction.
❍ As of May 2019, there are around 230 registered survey companies in Sri Lanka, and most ofthem perform general survey for construction and land registration (http://www.landsurveycouncil.
org/).
❍ Some of the registered survey companies perform a series of tasks related to the acquisition of
spatial data such as satellite image mapping, UAV survey, ad control point survey, and thesecompanies develop and distribute GIS application programs using an open source.

134II. Status Survey and Analysis❍ Survey Council was established to protect the rights of surveyor. It has been established in accordance with
Article 17 (27) of the Survey Act revise in 2002.
❍ The Land Survey Council has been established with the vision of “enhancing the environment for
professional survey services in the global market by maintaining the integrity of regulations for land
survey and ensuring sustainable use of internal resources for national development.” Its objective is “toensure that surveyors comply with the professional ethics as the most professional code of conduct andreinforce their expertise through education and training in the latest survey techniques.”❍ The Land Survey Council has the ultimate goal of raising the technical competitiveness of thedomestic surveyors through ongoing education and training while protecting their rights and interests.
❍ One must complete the periodic education and training provided on the latest survey technology inorder to be registered as a licensed surveyor with the Land Survey Council. The Land Survey Council
provides information on licensed surveyors every year.
All surveyors in Sri Lanka are required to be licensed by Land Survey Council before they can
carry out survey work. Currently, there are 2,181 licensed surveyors in Sri Lanka(http://www.landsurveycouncil.org/).

[Figure Ⅱ-26] Licensed Surveyors in Sri Lanka

135

Sri Lanka LAS & LISS Project F/S Service

4. Implications
4.1. Socioeconomic and Policy Aspects❍ The biggest industry in Sri Lanka is the service industry at 62.5% followed by manufacturing at
29.7% and agriculture at 7.8%, with the promotion of dramatic growth of the secondary and tertiaryindustries; however, Sri Lanka lacks competitiveness on the international stage and is striving to attract
foreign investment.
❍ Most of the new projects related to social overhead capital (SOC) such as roads, ports, urban
development, housing construction, water supply and sewerage are being carried out through overseas
investment. Secondary economic growth through promotion of land transactions is being pursued inorder to improve the efficiency and value of foreign investment.
❍ With the vitalization of the market economy and an increase in economic activity through landownership and land value, there is a need to raise the efficiency of land-related administrative
processes and to establish the related public service systems.
❍ In the case of promoting land transactions, its reliability may be guaranteed by ensuring clear land
information, and the industrial structure can be made more sophisticated through comprehensive
management, development, and conservation of land by ensuring transparent land transactions.
❍ In order to promote transparent and effective administration and financial soundness, efforts are being
made to strengthen the macroeconomic framework, and to this end, improving government
operations has been made a top priority in the e-Sri Lanka initiative.
❍ 30 major tasks have been establishe to improve public services through the means of improving
government operations, and at the same time, the Provincial Land Management System (PLIS) is
expected to enhance the administrative capacity and financial soundness and create opportunity costfor the public.
❍ Above all, what is being stressed the most from the socioeconomic and policy aspects is to achievefinancial soundness by promoting land transactions and ensuring their transparency and at the same time
to pursue secondary economic revitalization through land transactions and reinforce theadministrative capacity to support this pursuit.

4.2. ICT Aspect❍ With respect to ICT, the government of Sri Lanka is encouraging the use of digital technology and otheremerging technologies to enable the nation to gain competitiveness amidst the increasingly digitalized
global economy through Vision 2025, and through this, it is seeking to reduce various costs, achieve
integrated growth, and create new jobs under a more powerful digital system.

136

II. Status Survey and Analysis❍ To this end, steps have been taken to secure a national digital identity, and focus has been on
creating a digital environment where the document signature and spending processes are digitalized
and where safe and efficient transactions and government information management can be possible.
❍ The government is encouraging the introduction of foreign high-end technologies and innovativetechnologies to strengthen the capacity to manage national intellectual properties.
❍ Sri Lankans’ understanding of IT was low in 2016 at 27.5%, and the home Internet penetration rate
was also low, with only 15.1% of the households having Internet access at home. However, anunderstanding of ICT has been incorporated into the regular curricula and the critical technicalinfrastructure necessary to deliver ICT to the younger generations is being provided in order to create
a powerful digital economic environment.
❍ Even in the aspect of improving utilization of e-Government, there are plans to provide a larger
number of free Wi-Fi networks and wider Internet access.
❍ There are plans to launch smart social and civic capacity building programs and provide efficientgrassroots-level services demanded by citizens through e-Grama Niladari.
❍ This series of government activities is in line with the target model for providing public or government
services through the sharing of land information accumulated through the establishment of Sri Lanka
Land Information System (LIS) and the secondary processing of the information.
❍ In addition, there are plans to lay down and strengthen the legal foundation for electronic transactions
and it is expected that the business model will be promoted in the e-Commerce industry baseestablished through the electronic transactions bill (amended).

4.3. National Land Information Aspect❍ Although land information has been managed since 1800 in Sri Lanka, but it does not reflect theprocess of acquiring land information and the development of management technology. thegovernment has failedto keep up with the pace at which the technology for acquiring and managing
land information. Therefore, there is a lack of basic data for promoting policy-based land transactions.
❍ Building and providing quality land information to reinforce the macroeconomic framework isneeded most urgently than anything else, and while Sri Lanka has been making its own efforts toachieve this, it has been failing to attain its goal because its basic infrastructure is insufficient.
❍ This has led to inadequate international competitiveness in the field of national land information, andin order to overcome this, it has become necessary to lay the groundwork first using foreign investment
or loan.
❍ Laying the groundwork with foreign investment or loan can help reinforce the macroeconomic

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framework of the Sri Lankan government only if the focus is place on modernizing land infor
mation (drawings and registers), systematizing land-related administrative processes, ensuring consistency with the national spatial data, and preparing a system for joint use of land-related info
rmation.
❍ The government of Sri Lanka is striving toward a vision of “Sustainable development througheffective use of spatial information for evidence-based decision making,” and efforts are being madeto improve awareness of spatial data technology, pursue capacity building, and raise the value ofspatial data across society through research and innovation.
❍ This type of national spatial information system will lay the groundwork for core national projects with
objectives ranging from joint utilization of land information to national land information
management, national land development and conservation, and disaster management.
❍ To promote land transactions from the socioeconomic aspects, the macroeconomic framework
promoted at the policy level is developing into a public service that reflects the direction of ICTdevelopment based on information on the national land including land information.
❍ The national land information and national spatial information system based on the land information of Sri
Lanka is becoming a major national project that I beyond the social, economic, and policy levels and is
expected to play a major role in pump-priming the economy in the future.

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Ⅲ. Object Project Analysis

Ⅲ. Object Project Analysis
1.Analysis of Land and Spatial Information DB
1.1.Analysis of Old Survey Plans❍ The current status of Sri Lanka's land plans can be classified as a Survey Plans and Title Plans toregister title on national and private land, and Survey Plans and Title Plans have been underway since1800 and are called Old Survey Plans.
❍ Currently, the type of Old Survey Plans being stored and managed by the Survey department of Sri
Lanka is Preliminary Plans, which is a part of the Survey Plans conducted to transfer state-owned
land to the private sector, Final Village Plans (FVP), which is a survey of land at the village level, and theTopographic Survey Preliminary Plans (TopoPP) based on sporadic land volumes in rural or forest
areas.
[Table Ⅲ-1] Old Survey Plans Status

Provinces

FVP

ToppPP/FTP

PPA

PP

Total

WP

149

3

5,424

20,43026,006

NWP

4,002

31

1,880

7,770

13,683

NP

143

80

2,499

8,430

11,152

CP

639

28

3,193

9,260

13,120

NCP

1,756

27

156

7,870

9,809

EP

58

55

1,469

6,840

8,422

SP

665

5

2,121

14,47017,261

SAB.P

955

10

1,248

4,190

6,403

UVA.P

680

80

386

2,990

4,136

Total

9,047

319

18,37682,250109,992❍ The Preliminary Plans were named PPA for the land survey results established in 1956. From then until
now, the District Code was imposed and classified as PP managed by the district survey office.
Currently, Sri Lanka has implemented the Bim Saviya Programme, a new land title certificate,through land survey performance verification, and is using Survey Plan as the basic information
for field survey performance verification, but the information is not computerized, making it
difficult to prepare for the survey and utilize it in field surveys.

139

Sri Lanka LAS & LISS Project F/S Service[Figure Ⅲ-1] Preliminary Plans❍ Survey Plans, which are subject to the computerization of existing cadastral map, are managed by
district survey office. Currently, all Survey Plans are scanned, but has the time, cost and basemap issues
to geo-reference and digitize it.

140

Ⅲ. Object Project Analysis[Table Ⅲ-2] Survey Plans scanned by District Survey OfficeDistrict
Name

Provinces

Digitizing (2019. 05)

No of
Plans

No of Lots

No of Plans

No of Lots

KALUTARA

4,615

116,94478

103

COLOMBO

9,633

12,5001,650

854

GAMPAHA

8,371

0

1,744

1,002

KURUNEGALA

8,820

349,060

4,327

213

PUTTALAM

370

75,368899

10,849JAFFNA

2,856

30,246385

1,996

VAVUNIYA

416

52,687411

6,700

MANNAR

782

16,673348

3,960

MULATIVU

294

24,767210

4,725

KILINICHCHI

562

24,900672

12,689

KANDY

6,262

162,707

3,825

12,822MATALE

2,225

120,227

1,504

1,023

NUWARAELIYA

2,759

70,356317

30

ANURADAPURA

2,212

514,464

1,759

2,893

POLONNARUWA

689

253,492

467

6,805

TRINCOMALEE

3,230

89,190917

16,383

BATTICALOA

2,797

12,098512

1,420

AMPARA

4,081

171,434

1,890

9,910

GALLE

6,026

114,321

1,463

932

MATARA

2,798

95,423799

0

HAMBANTOTA

724

188,862

0

1,037

KEGALLA

9,670

77,373

1,131

0

RATNAPURA

1,116

388,887275

0

BADULIA458

176,814408

963

MONARAGALA

537

136,829

1,095

4,140

82,3033,275,622

27,086

101,449

Western
Province

North-Western
Province

North
Province

CentralProvince

North-Central
Province

Total

Eastern
Province

Southern
Province

SABARAGAMUWAIProvince
UVA
Province
TOTAL

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Sri Lanka LAS & LISS Project F/S Service❍ Currently, there are three major geo-referencing methods defined in the Sri Lankan Survey Department.
① Method for geo-referencing using coordinates written in Survey Plans② Method of geo-referencing based on the base map officially provided by the District Survey
Office③ After perform a direct survey on the boundary point or boundary marker, method of georeferencing using coordinates by direct survey❍ Geo-referencing method using coordinate by direct survey may maintain the highest accuracy, but ittakes a lot of time and money. Need to establish a more effective methodology.
❍ Thus, the scanned Old Survey Plans can be computerized more effectively if the Old Survey Plans are
geo-referenced based on high-resolution satellite images of the nationwide.

1.2.Analysis of existing LIS DB❍ The implementation of the new Land Certificate Issuing System, the Bim Saviya Programme,
involves the final parcel boundary determination by re-survey of existing Survey Plans. Through such
work, create a Numeric Cadaster and build an Land Information System (LIS) database.
❍ The number of numeric cadaster, which is aggregated into the LIS department of the Survey
Department of Sri Lanka through the Bim Saviya Programme, is approximately 150,000 parcels ayear. The LIS databases, built with numeric cadaster by May 2019, has 1,384,413 parcels, which is
not possible for 5.82% of the total national territory.
[Table Ⅲ-3] LIS DB Status Due to Numeric Cadaster (2019 May Standards)

Provinces

Western
Province

North-Western
Province

North
Province

District Name

No. of lots

Area of DB (㎢)

Rate(%)KALUTARA

43,16537

2.35

COLOMBO

221,440

132

19.53

GAMPAHA

276,850

455

33.93

KURUNEGALA

110,398

238

5.15

PUTTALAM

28,27944

1.53

JAFFNA

5,389

3

0.32

VAVUNIYA

15,46759

3.17

MANNAR

8,508

19

1.01

MULATIVU

20,684

55

2.28

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Ⅲ. Object Project Analysis

Provinces

District Name

No. of lots

Area of DB (㎢)

Rate(%)KILINICHCHI

18,124

52

4.32

KANDY

90,427104

5.43

MATALE

45,997168

8.61

NUWARAELIYA

12,46538

2.23

ANURADAPURA

60,740295

4.43

POLONNARUWA

60,647401

13.03

TRINCOMALEE

21,15251

2.02

BATTICALOA

23,811180

6.90

AMPARA

33,716

115

2.72

GALLE

31,98123

1.42

MATARA

29,89019

1.50

HAMBANTOTA

47,753155

6.21

KEGALLA

10,66313

0.77

RATNAPURA

119,015279

8.62

BADULIA

17,17383

2.94

MONARAGALA

30,679286

5.19

1,384,413

3,304

5.82

CentralProvince

North-Central
Province

Eastern
Province

Southern
Province

SABARAGAMUWAI
LIS Folder Definition
Province
UVA
Province

TOTAL❍ The data model of the LIS DB consists of the Geo-Database defined by the Survey Department of Sri
Lanka, the definition of files and folders in data management, the definition of GeoDB, thedefinition of Feature Database, the definition of GeoDB Feature Class and Table, and the definitionof Field for Feature Classes.
❍ Folder names for data management are separated by DD. Each folder contains GeoDB folders and the
local administrative boundaries, village unit boundaries, and cadastral block boundaries.
❍ GeoDB, which comprises the writing information, is managed by dividing the records into “Live” and“Deed” in the Feature Dataset, and each of the fields in the form of polygon contains the property
information such as serial number, legal basis, land name, land use, claiman, etc.

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LIS Folder Definition[Figure Ⅲ-2] Definition of LIS Geo-Database❍ Data model of LIS currently in operation is configured to accommodate GeoDB, which is thecomputerized information of the existing Survey Plans, and has a unique ID that can be linked to theSurvey Plan’s attribute information. It is necessary to define data model that can extend attribure
information.

1.3. Spatial Information Analysis for Major MCs❍ Currently, 1:50,000 and 1:10,000 digital topographical databases distributed by the SDSL can beutilized, but there is considerable omission of information to be used as basic data for land,
construction and tax-related work of local governments.
❍ Although 1:1000 scale topographic DB can be used for some Colombo districts, this is also limited tothe use of administrative work by local governments due to the omission of attribute information.

144

Ⅲ. Object Project Analysis❍ Although the demand for land information for various administrative activities by local governments
is rapidly increasing, the information on the numeric cadaster (LIS DB) is limited to areas where the
Bim Saviya Programme applies, thus the sharing of land information and efficient utilization of land
information is not carried out.
❍ In areas where the Bim Saviya Programme has not yet been implemented, private surveyors entrusted
directly by the applicant for land movement (registration, division, annexation, etc.) utilize the old
Survey Plan to carry out surveys on the land, and thus obtain a permit for land movement from thelocal government by confirming the land survey performance.
❍ In cadaster areas, where the Bim Saviya Programme has not yet been implemented, the results arechecked by district survey office, but in the sporadic areas, the local government’s Planning Divisionperforms on-site verification.
❍ Even if the survey plans updated by private surveyors are inspected by the district survey offices, themanagement system such as serial numbers managed by the numeric cadaster are different from eachother, and there is no inter-agency data sharing is being restricted because the management system isa local administrative body.
❍ Therefore, if there is basic information of all lands, this ensures that the land survey performance
confirmation processes are continuously updated can be systematically managed and data sharing
between relevant agencies can be smoothly carried out.
❍ Moreover, if building and street information contained in the land are provided together, information
updated through administrative work of municipal council can be shared among related agencies,
which can result in a more efficient information sharing system.
❍ Hence, 24 major municipal councils were selected to define a methodology for effectively
establishing spatial information on key municipal council where land movement occurs frequently
and to select the volume of projects targeted.
❍ 24 major municipal councils are located in areas where land administration and various licensing
administrations frequently occur were selected through consultation with the Survey Department of
Sri Lank, the area by district is as follows:[Table Ⅲ-4] 24 Major Municipal Council Selection Results

District

Municipal Council

Extents(㎢)Colombo Municipal Council

40.33

Dehiwala-Mount Municipal Council

21.07

Kaduwela Municipal Council

88.11

Moratuwa Municipal Council

19.26

COLOMBO

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Sri Lanka LAS & LISS Project F/S Service

District

Municipal Council

Extents(㎢)

Sri Jayawardanapura Kotte Municipal Council

16.47

Gampaha Municipal Council

27.81

Negombo Municipal Council

28.53

Kurunegala

Kurunegala Municipal Council

11.80

Jaffna

Jaffna Municipal Council

19.49

Kandy

Kandy Municipal Council

27.01

Dambulla Municipal Council

57.05

Matale Municipal Council

12.16

Nuwaraeliya

Nuwaraeliya Municipal Council

13.55

Anuradapura

Anuradapura Municipal Council

46.99

Polonnaruwa

Polonnaruwa Municipal Council

38.14

Baticaloa

Baticaloa Municipal Council

38.10

Akkaraipattu Municipal Council

5.39

Kalmunai Municipal Council

28.53

Galle

Galle Municipal Council

18.70

MataraMatara Municipal Council

21.02

Hambantota

Hambantota Municipal Council

82.78

Rathapura

Rathapura Municipal Council

26.37

Badulla Municipal Council

10.61

Bandarawela Municipal Council

8.75

GampahaMataleAmparaBadullaTotal

708.02❍ Of the 24 major municipal councils, some MCs have established spatial information on buildings andstreets to carry out their own administrative work, but the management bodies of buildings andstreets have been separated and not managed collectively.
❍ In addition to the buildings and streets that are managed by the Road Development Authority(RDA) and Urban Development Authority (UDA), there is no inter-agency data sharing andintegration.

146

Ⅲ. Object Project Analysis❍ The target project number for parcels, buildings and streets extension by 24 major municipal councils
has been extracted through satellite images and is as follows:[Table Ⅲ-5] Number of Land Lots, Buildings, and Street Extension in 24 Major MCs

Municipal Council

No of Parcels

No of
Buildings

Road
Extension(km)Colombo Municipal Council

133,138

55,474504

Dehiwala-Mount Municipal Council

72,45528,982

263

Kaduwela Municipal Council

254,512

121,196

1,101

Moratuwa Municipal Council

52,98526,492241

Sri Jayawardanapura Kotte Municipal Council

43,04422,655206

Gampaha Municipal Council

68,85538,253347

Negombo Municipal Council

82,411

39,243356

Kurunegala Municipal Council

29,216

16,231147

Jaffna Municipal Council

42,89426,809243

Kandy Municipal Council

81,735

37,152337

Dambulla Municipal Council

164,793

78,473713

Matale Municipal Council

28,435

16,726152

Nuwaraeliya Municipal Council

35,412

18,638169

Anuradapura Municipal Council

103,416

64,635587

Polonnaruwa Municipal Council

125,90952,462476

Baticaloa Municipal Council

104,81452,407476

Akkaraipattu Municipal Council

19,276

7,414

67

Kalmunai Municipal Council

74,562

39,243356

Galle Municipal Council

64,30525,722

234

Matara Municipal Council

66,50028,913

263

Hambantota Municipal Council

296,048

113,865

1,034

Rathapura Municipal Council

94,30836,272

329

Badulla Municipal Council

30,648

14,594133

Bandarawela Municipal Council

22,86812,036

109

Total

2,092,537

973,887

8,845

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Sri Lanka LAS & LISS Project F/S Service❍ Colombo Municipal Council (CMC)‒ Spatial DB for buildings and streets for 16 Wards out of 47 Wards of CMC.
‒ The spatial DB background map is edited and produced based on Survey Plans.
‒ Stationed streets and buildings in polygons on the editing background of Survey Plans.
❍ Kaduwela Municipal Council‒ Currently, collection of information on streets and buildings is being conducted, and no numerical
work is being done on them
‒ As of land lot, data is being compiled based on Survey Plans❍ Galle Municipal Council‒ Built spatial data for buildings and streets on separately.
‒ About 300 spatial data of buildings and streets are being updated per year.
‒ As of land lot, data is being compiled based on Survey Plans❍ Kandy Municipal Council‒ Data on buildings and streets are collected and stored in a document format by the management
institution.
‒ As of land lot, data is being compiled based on Survey Plans❍ Hambantota Municipal Council‒ Most of the buildings and streets data are received and managed by the UDA and managed by the
Excel format‒ As of land lot, data is being compiled based on Survey Plans

1.4.CORS-Network Analysis❍ Sri Lanka established a total of 48 SLCORSnet installation plans in 2014 and carried out six GNSS
regular observatories in the Western Province as a first step. Afterwards, it has established 42
additional Continuous Observation Reference Station(CORS) through the Phase 2 and 3.
❍ The installation location of the CORS in Western Province, where SLCORSnet installation iscompleted, is located within the Survey Department of Sri Lanka, District Survey Office and public officefor the management of CORS in Colombo, Kalutara, Ratnapura, Avissawella, Kegalle, and Katana148

Ⅲ. Object Project Analysis[Figure Ⅲ-3] SLCORSnet Installation Location (Phase 1)❍ Each CORS has a circular concrete column installed on a concrete base with a depth of 1m, a
regular platform attached to the top, and a choke ring GNSS antenna from Topocon is installed on ahorizontal platform.
❍ The concrete column is equipped with a weather sensor and a lightning rod is installed to protect the
GNSS antenna from lightning hazards.
❍ The internal panel connected to the GNSS antenna is connected to a T-G5 GNSS receiver from
Topcon. Solar panels, solar charging controllers, and solar backup batteries are installed in case of
power failure, such as power failure.
❍ In addition, a router is installed to send real-time GNSS raw data to the Control Center, and a
network connection is made to the SLT (Sri Lanka Telecom).

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Sri Lanka LAS & LISS Project F/S Service

Colombo (Survey General's Office)Kalutara (District Survey Office)Ratnapura (Metrological Office)Avissawella (RDA Office)Kegalle (District Survey Office)Katana (National Police Academy)[Figure Ⅲ-4] CORS Installation Status❍ Control center for 6 CORS of Phase 1 is installed within the Survey Department of Sri Lanka and realtime GNSS raw data from each CORS is sent through the Sri Lanka Telecom (SLT) network to theControl Center server and the virtualization server of SLT, and data security is maintained through
SLT's VPN Cloud.

150

Ⅲ. Object Project Analysis[Figure Ⅲ-5] GNSS Raw Data Transfer System❍ Control Center utilizes Geo++ GNSMART solution from Germany to perform real-time, postprocessing and RINEX online services, each of which is serviced via the SLCORSnet web page.
❍ Sri Lanka's SLCORSnet Phases 2 and 3 are planned to be installed a total of 42 additional
installations in order to maintain the 50 to 60 km of each CORS, but this is proposed by Trimble
Corporation for the purpose of Network RTK (VRS36, etc.) for use in Single Baseline Real Time
Kinematic Survey, which maintains a distance between mobile and reference countries within 30 km.

36 VRS(Virtual Reference Station) is a network RTK GNSS survey method that uses a reference station network composed of
GNSS stations to determine the precise position through real-time kinematic survey between virtual reference points and rover
point

151

Sri Lanka LAS & LISS Project F/S Service[Figure Ⅲ-6] Control Center H/W and S/W Diagram❍ When Single Baseline Real-Time Kinematic Survey is serviced, utilization of Single Baseline RealTime Kinematic Survey is greatly reduced, and most of the kinematic surveys are carried out in realtime by VRS.
❍ Therefore, it is necessary to re-establish the plan for installing additional CORS with priority VRS
services throughout Sri Lanka and to make a feasibility analysis of the plan.
❍ The VRS service, which is used as a multiple GNSS reference network, is maintained even if thebaseline distance is extended to 50km, compared to the single baseline kinematic survey method,which maintains accuracy within 30km. Therefore, additional CORS is installed for the nationwide
based on 100km between GPS stations. It is reasonable to re-establish the plan.
❍ When considering VRS services for some southern and northern island areas of Sri Lanka, CORS
cannot be installed in the outer areas of the islands, so more compact CORS deployments thaninland areas should be considered.

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Ⅲ. Object Project Analysis

1.5. Availability Analysis of Satellite Image❍ Sri Lanka used a variety of satellite images to update the 1:50,000 digital map and the 1:10,000
digital map was updated using Digital Global Corporation's Quickbird image in 2008 and 2009.
❍ The Geo Informatics sectio of the SDSL is attempting a technical approach to use satellite imagery inaddition to aerial imagery, but it is currently experiencing difficulties in supplying high resolution
satellite imagery, and only partially receiving satellite imagery through aid projects. There is on
image map production for nationwide of Sri Lanka.
❍ Geo Informatics’ Remote Sensing Branch uses multi-purpose satellite images to modify/renew 1:50,000
digital map and produces Land Cover Map for nationwide using Landsat 8 satellite images.
❍ Currently, 50cm high-resolution satellite images are widely available worldwide, and commercial
satellite images such as Digital Global Corporation's GeoEye-1, WorldView-2, WorldView-3, andAirbus' Pleiades-1A and Fleiades-1B are widely available, but the Sri Lankan government is notreceiving them directly due to budget problems.
❍ Demand for high-resolution satellite images such as SLSDI (Sri Lanka Spatial Data Infrastructure)projects and Survey Department of Sri Lanka work is increasing, but support is very poor.
❍ Therefore, if high-resolution satellite images are distributed throughout Sri Lanka and 50cm satellite
images are produced, this image can be used as basic information for the sharing of data related to landrelated activities and related agencies, including the constant renewal of the map.
❍ The Sri Lankan government is requesting the provision of high-resolution satellite images through the
EDCF project in Korea, and the computerization of the existing Survey Plans is required using thehigh-resolution satellite imaging provided.
❍ As Korea's multipurpose satellite 3/3A is a Korean technology-developed satellite that can provide
commercial-grade images of up to 50cm, it is necessary to provide high-resolution satellite images
throughout Sri Lanka and analyze the feasibility of producing 50cm satellite images.
❍ In addition, economic feasibility should be analyzed by defining a methodology that can improve the
DB construction process required by this project through the provision of 50cm satellite images, and thevalue of using the country for high-resolution satellite images should be analyzed together.

1.6. Requirement Analysis❍ Sri Lanka produces and manages the numeric cadaster through the Bim Saviya Programme, but the
progress is very poor and it is trying to establish land status information for all of Sri Lanka in thegraphic cadaster format.

153

Sri Lanka LAS & LISS Project F/S Service❍ Accordingly, it was intended to manufacture the primary graphic cadaster through computerization ofSurvey Plans managed by the district survey office under Survey Department of Sri Lanka.
❍ Geo-referencing and digitizing of existing Survey Plans was performed on its own, but the progress wasvery poor due to the accuracy of the base map and the time and cost of direct survey.
❍ Therefore, it is required to establish a methodology that utilizes high-resolution satellite orthoimage as
the base map for geo-referencing and to provide high-resolution satellite orthoimage.
❍ Based on 5cm grade-level aerial orthoimage, 24 major municipal councils will establish proactive
spatial DBs for parcels, buildings and streets to share geospatial information between the SDSL andmunicipal council.
❍ The shared land information is updated through administrative work of each relevant institution, andthe updated process involves direct survey, which can speed up the construction of the numeric cadaster.
❍ In order to make more general use of GPS survey in conducting general survey activities, such as
updating land information, the government plans to establish a network RTK service for nationwide.
❍ This requires additional installation of CORS-Network to expand Network RTK throughout thenationwide of Sri Lanka, which is being serviced as Phase 1 by Western Province.
❍ Therefore, the feasibility of creating 50cm high-resolution satellite orthoimage and installing additional
CORS-Network for nationwide was analyzed, and a DB construction methodology using themshould be defined.

2. Analysis of Land Data Model
2.1. Data Model Overview❍ A data model is a conceptual model that simplifies and abstracts information in the real world to bepresented in a computer, and is systematically tabulated as a conceptual model for describing data, its
relationship, its meaning and consistency, and constraints.
❍ The SDSL manages numeric land parcel surveyed by identical national grid coordinate, and thesurveyed data in the area of the Bim Saviya Program is named as cadastral data and the other area isnamed sporadic data and managed as a separate schema❍ Meanwhile, Sri Lanka completed the project "Building a Table Reference Model and Creating aContinuous Geographic Map for Modernizing Land Information in Sri Lanka" in January 2018, andpresented suggestions and improvements to the following land data models in the pilot project.

154

Ⅲ. Object Project Analysis[Table Ⅲ-6] Implications and Revisions Through Pilot Project

Implication

Improvement

Although the LIS data model in Sri Lanka isdefined, it is not considering service andapplication as a model for managing land
information data.

A new data model in Sri Lanka should be
defined by the comparison/analysis of the current
LIS Data Model and the application service
functions of the stakeholders

Building a new data model that conforms tointernational LADM definitions and considers Sri
Lanka's reality-conforming application is urgent

Unit identifiers for each of the fields currently in
use are unit identifiers for linking them toattribute information in various service sectors,
so new unit identifier definitions are required.

[Table Ⅲ-7] Cadastral Schema

Field Name

Definition

Geometry

Note

PCL_PG

Cadastral Parcel Polygon is parcel by cadastralsurveyPolygonNodes and parcel
succession coordinate
systemPCL_IF

Parcel information related to cadastral parcel-

Referenced from TLof plan

SHT_PG

External boundary for individual cadastralsurvey work

PolygonReference from all
external boundariesof the combination ofparcel number (Lots)

SHT_IF

Sheet information related to cadastral sheet-

Referenced from TLof plan

PCL_LN

Boundary division and open circuit between
two nodes

Arc

Automatic generationfrom layers ofsurveyed boundaries

PCL_ND

This point (node) is created at each end pointof the other layer

Node

Automatic generationfrom layers ofsurveyed boundaries[Table Ⅲ-8] Sporadic Schema

Field

Definition

Geometry

Remarks

SPCL_PG

Sporadic Parcel Polygon is parcel by sporadic
surveyPolygonNodes and parcel
succession coordinate
system155

Sri Lanka LAS & LISS Project F/S Service

Field

Definition

Geometry

Remarks

SPCL_IF

Parcel information related to sporadic parcel-

Referenced from TLof plan

SSHT_PG

External boundary for individual sporadic
survey work

PolygonReference from all
external boundariesof the combination ofland lot number(Lots)

SSHT_IF

Sheet information related to sporadic sheet-

Referenced from TLof plan

2.2. Data Model Definition❍ Sri Lanka defined a LIS-based data model for the adequate utilization of land information, which isdefined based on the cadastral data.
❍ Currently, LIS DB defined based on Cadastral Data is defined as Parcel_Polygon, Parcel_Info,
CM_Polygon, Sheet_Polygon, Sheet_Info, Parcel Boundary, Parcel Node, and Administrative
Boundaries.
❍ Parcel_Polygon represents closed a parcel and one of the most basic unit structures that make up the
LIS DB.
[Table Ⅲ-9] Definition of Parcel_Polygon

Definition

The Land Parcel is thebasic feature in LIS
defined with an identicalnumber, which consists
an Extent and a definite
boundary.

Table Name
Geometry
CapturePCL_PG
Polygon
Coordinates of the Nodes& Parcel Inheritance

Attribute
Parcel ID
Sheet Number
Parcel Type
Parcel Status
Status Date
Lineage
Entity Reliability
Action Suspend
Extent ShapeOld Plan Reference

Short Name
PCL_PG_ID
SHT_PG_ID
PCL_PG_TP
PCL_PG_ST
PCL_PG_DT
PCL_PG_LG
PCL_PG_ER
PCL_PG_AS
PCL_PG_ES
PCL_PG_OR❍ Parcel_Info includes information about a field formed by a closed parcel, including its identity andarea, land use, and owner information.
[Table Ⅲ-10] Definition of Parcel_Info

Definition

Table Name

The Table; Parcel History
list out all the dead Parcel
numbers, which areremoved from the table;
PCL_PG having updated
for subsequent surveys.
PCL_IF

Attribute
Parcel Info ID
Parcel ID
Extent Legal
Name of Land
Land Use
Claimant Name

156

Short Name
PCL_IF_ID
PCL_PG_ID
PCL_IF_EL
PCL_IF_LN
PCL_IF_LU
PCL_IF_CNⅢ. Object Project Analysis
Geometry
CaptureNone
TLDb Upload

Remarks

PCL_IF_RM❍ CM_Polygon is an index for the Cadastral Map, which table the index of an cadastral drawing con
sisting of minimum administrative boundary (GN) or village (Village) units, and includes CAD drawing numbers, CAD drawing forms, and CM (GN/Village) names.
[Table Ⅲ-11] Definition of CM_Polygon

Definition

Table Name
Geometry
CaptureCadastral Index is the map
showing the selected areas
for initiating each fieldsurvey task. This area will
be subdivided in toblock/zones to conduct
surveys for producing of CM
map sheets. CM Boundary(GN/Village based) should
be sketched and 6-digits
identical number be issued
for each CM polygon.
Boundaries should be
adjusted at block merge
stage after completion of
the relevant block surveys.
CMI_PG
PolygonSketch & Adjustment

Attribute

CM Index
Location Index
CM Name
CM Type

Short NameCMI_PG_ID
ADM_GN_IX
CMI_PG_NM
CMI_PG_TP❍ Sheet_Polygon is a block of continuous parcels that represents the unit of cadastral drawing printed forfield survey work and includes the block number, location within CM_Polygon, and Sheet Index.
[Table Ⅲ-12] Definition of Sheet_Polygon

Definition

Cadastral map Sheet is theofficial printed document foreach field survey task. The
Sheet-1 is prepared at thefirst stage of the survey toshow the Block (Zone), thebasic unit assigned forsurvey and preparation of
Cadastral Map. block
Boundary should be
sketched and 8-digits
identical number be issued
for each block. Boundaries
should be adjusted at parcel
level accuracy after
completion of the initial
survey.

Attribute

Sheet Index
Block Number
Location Index
Sheet Status

157

Short Name

SHT_PG_ID
SHT_PG_BN
ADM_GN_IX
SHT_PG_TP

Sri Lanka LAS & LISS Project F/S Service

Table Name
Geometry
Capture

SHT_PG
PolygonSketch & Adjustment

Sheet_Info consists of attribute information for Sheet_Polygon and contains records of the year
and field note number, survey technician, and survey progress procedures, etc.

[Table Ⅲ-13] Definition of Sheet_Info

Attribute

Definition

Sheet_Info field attributes
are subjected to collectfrom the TLDb-CM Sheet

Table Name
Geometry
CaptureSHT_IF
None
Link/Trace from TLDb

Sheet Number
Field Book No.
SG Req No
Surveyor
Year Survey
Checked by
Certified byDate Completd
Bound Swby
Bound Swto

Short Name
SHT_PG_ID
SHT_IF_FB
SHT_IF_RQ
SHT_IF_SY
SHT_IF_YS
SHT_IF_CH
SHT_IF_CT
SHT_IF_DC
SHT_IF_SB
SHT_IF_ST❍ Parcel Boundary refers to the boundary line of land lot created from the DXF layer in the CAD
file and includes the Parcel Bound ID, Bound Status, etc.
[Table Ⅲ-14] Definition of Parcel Boundary

Definition

Polyline. Boundary
Segments between 2Nodes. Nodes are
created at each end
vertices of Boundary
segment in different layer.
Automated process.

Table Name
Geometry
CapturePCL_LNArc
Auto generated fromfield data layers ofsurveyed boundaries



Attribute

DSR Index ID
Parcel Bound ID
Bound Status
Status Date
Date Completd
Bound Swby
Bound Swto

Short Name

DSR_IX_ID
PCL_LN_ID
PCL_LN_ST
PCL_LN_DT
SHT_IF_DC
SHT_IF_SB
SHT_IF_ST

Parcel Node consists of a node that forms a single Parcel and contains the table on the left of each point.

158

Ⅲ. Object Project Analysis[Table Ⅲ-15] Definition of Parcel NodeDefinition

Table Name
Geometry
CaptureThese Point (Nodes) arecreated at each end
vertices of line segment
in different layer. All theother vertices of lines
between said nodes are
ignored and create thepolyline.
PCL_ND
Node
Auto generated fromfield data layers ofsurveyed boundaries

Attribute

DSR Index ID
Node ID
North Cood
East Cood
Elevation
Node Status
Status date

Short Name

DSR_IX_ID
PCL_ND_ID
PCL_ND_NC
PCL_ND_EC
PCL_ND_ZC
PCL_ND_ST
PCL_ND_DT

2.3.Data Model Structure❍ Each defined data model has an interconnected structure through a unit identifier, and Parcel_PG_ID
and Parcel_Info are configured to refer to each other's data.

[Figure Ⅲ-7] Reference Relations of Land Lot Spatial Data and Attribute Data
❍ Sheet_Polygon and sheet_Info refer to the data using the sheet Polygon ID (SHT_PG_ID) as identifiers andthe relationship diagram of the LIS data model is as follows:

159

Sri Lanka LAS & LISS Project F/S Service[Figure Ⅲ-8] ERD for LIS Data Model

2.4. Implications❍ Land data in Sri Lanka is generated from Cadastral Data and Sporadic Data, but the current LIS data
model is configured to link Sporadic Data.
❍ Parcel ID, a major identifier for the LIS data model, lacks connectivity with Sri Lanka's address
system, which does not include any capability to connect roads and buildings.
❍ Therefore, the automatic conversion system of existing Parcel IDs should be established along withthe redefinition of Parcel IDs through unit identifiers that can be linked to Sri Lanka's road namebased address system.
❍ The current LIS data model contains data on the administrative work of generating land data, but does
not include data on the practical level to utilize the data, so re-establishment of the data model throughanalysis of land administration work must proceed.
❍ The current LIS data model consists of a package containing spatial components related to theacquisition of land data, but the package for the physical spatial components for the connection of theland data to the road or building is insufficient.
❍ In addition, there is no defined package of processes for performing land administration through land
information, so the packages for ownership, regulation and responsibility, administrative
organization, etc. must be defined and new data models integrated with them must be re-established.

160

Ⅲ. Object Project Analysis

3. Land-Related Work Analysis
3.1. Land-Related Work Overview❍ Land-related work in Sri Lanka is centered on the Ministry of Lands and Parliamentary Reforms(MoLPR), which consists of five divisions, six offices, and each local subsidiary organization forgeneral administration, financial work and land-related work.
❍ Land-related work of the Land Ministry is divided into the land planning sector, the land management
sector, the land development sector and the land conservation sector, and the land planning department
is responsible for the work on laws, systems and ordinances, land policy and land use planning.

[Figure Ⅲ-9] Land-Related Organization❍ The Land Management Division is in charge of cadastral survey, cadastral computerization,
establishment and linkage of national spatial information, land registration-related survey and land
information system, while the Land Development Division is in charge of land acquisition andtransfer and adjustment of land disputes.
❍ In addition, the Land Conservation Department is in charge of resource protection, resource
management and conservation, and each institution has the following types of land-related work:[Table Ⅲ-16] Categorization of Work Types Per Land-Related Organizations

Land-Related Work Type
Land-Related Organization

Pending Issue of Major Work
Plan
Cadastral survey

Survey Department

Mana
geme
nt

Devel
opme
nt

○

○

Cadastral Map Management andCadaster Computerization○○

Land information system (LIS)

○

○

161

○

Conse
rvation○Sri Lanka LAS & LISS Project F/S Service

Land-Related Work Type
Land-Related Organization

National spatial information
construction and connection

Land Survey Council

Land Commissioner
General's Department

Land Use Policy
Planning Department

Register General's
Department

Mana
geme
nt

Devel
opme
nt

Conse
rvatio
n

○

○

○

○

Land registration-related survey work○

Standardization○

Survey regulation and procedure
certification

○

○

○

Transferring national land

○

○

○

Long term lease of national land

○

○

○

National land management

○

○

○

National land development○○

Resource conservation and protection○

Dispute land management
Land Settlement Department

Plan

Pending Issue of Major Work

○

○

○

○

Dispute land control and resolution○

Dispute-solved land’s ownershipspecification / registration○

Bim Saviya Programme○Land use policy

○

○

○

○

○

○

○

Land use plan
Land registration and certificate
issuance○

Land transaction management○

Land history management○

3.2. Land Registration Work❍ The land registration procedure in Sri Lanka is divided into the Bim Saviya Programme area, which is anational Land Title Certificate issuance system, and other area.
❍ The target location of the Bim Saviya Programme is designated by the Land Ministry of Lands andParliamentary Reforms (MoLPR), and the target location information is notified to the Land
Settlement Department and the Survey Department of Sri Lanka.
❍ Land Settlement Department checks all the deed information in the designated area, declares it as a TR
area under paragraph 1 of the TR Act, adds it to the Gazette, visits the land owner, and asks for theland owner’s consent.

162

Ⅲ. Object Project Analysis❍ Land Settlement Department sends a list of land owner in a designated area to the Survey Departmentof Sri Lanka's competent District Survey Office for survey.
❍ The District Survey Office assigns the field survey work to the responsible Divisional Survey Office, andthe surveyor of divisional survey office at the local survey site, along with the person in charge ofthe land settlement office, examines the parcel information (parcel number, owner information, deadinformation, Old Plan and Asset No., etc.).
❍ In addition, surveyors perform a total station or GPS Survey on the site based on Old Plan andreference point information, and upload the survey results to SRIMS(Survey Requirement
Information Management System).
❍ Based on the results of the land survey, the landowner personally visits the district office of the Land
Settlement Department to apply for the issuance of the land certificate, and the district office of Land
Settlement Department conducts on the basis of the documents received, and sends the results of the
field survey to the main office for approval.
❍ If the results of an on-site survey upon application for issuance of a land certificate are approved, theresults must be published in the government official gazette and, if there is no objection, the land
certificate must be issued.
❍ If objections are raised in accordance with the issuance of a land certificate for the land concerned,
the registration procedure must be suspended and the case of objection must be sent to the competentcourt.
❍ Areas not designated as the Bim Saviya Programme area are divided into the Cadaster and Sporadic
areas, and land registration in those areas is handled by local authorities in the form of a deed by
Survey Plans.
❍ In the case of the Cadaster district, a person who wishes to apply for land registration directly
requests a surveyor who receives the required land information and receives the Old Survey Plan of
the corresponding field from the competent district office under the Survey Department of Sri Lanka
to prepare for the survey of the field and proceeds directly to the required land survey on the basis of
the survey.
❍ The authorized surveyor submits the newly surveyed Survey Plans to LA/MCs in the form of paper
drawing and computerized file.
❍ In the Sporadic district, the applicant who wishes to apply for land registration directly requests a
surveyor who receives the required land survey results and the required land information from thecompetent district survey office under the SDSL to prepare for the survey of the land.
❍ In the Sporadic area, the land registration process is carried out by Land commissioner general or
Divisional Secretary, and a licensed private surveyor conducts the direct survey of the parcel boundary.
❍ For private lands in the Sporadic area, an authorized surveyor will prepare a Survey Plans withbuildings, adjacent roads, and water supply lines, etc. in the parce.

163

Sri Lanka LAS & LISS Project F/S Service❍ The applicant submits Survey Plans (represented by buildings on parcel, adjacent roads, and watersupply & drainage lines, etc.) from the authorized survey engineer to apply for registration of the
document to the municipal council’s planning division. If there is no problem, the planningcommittee will approve the application.

3.3. Land sub-Division and Amalgamation Work❍ Sri Lanka has land division and land annexation for land-mobilization work, which are mostly
focused on land-division activities.
❍ Municipal councils are in charge of land movement for private land, and state-owned land is directlyin charge of state land.
❍ In the case of state land division, when the Divisional Security submits a survey to the Survey
Requisition Information Management System (SRIMS), the Survey Department of Sri Lanka subsubsidiary will assign surveyors to the site, and the designated surveyor will perform direct survey
and upload survey results on the site.
❍ District Survey Office checks uploaded Survey Plans and sends them to the Division Secretaries forcompletion.
❍ Land division or annexation is handled by the Municipal Council or Land Authorit.
❍ In the case of land division in the Cadaster district, land division approval is obtained by directly
submitting the newly surveyed Survey Plans to the MC/LA in the same way as the land registration
procedur.
❍ Land division in Sporadic district was carried out according to the same procedure as land registrationin Sporadic district. Also, the applicant who wishes to apply for land division was asked to survey
land division to a survey engineer who was authorized to apply for land division.
❍ The land division in the sporadic district is made by a licensed private surveyor submitting the Survey
Plans (buildings in the parcel, adjacent roads and water and sewage lines, etc.) to the municipal
councils for approva.
❍ After receiving the necessary information from the District Survey Office, the authorized survey
technician submitted Survey Plans (such as buildings within land, adjacent roads and water supply
lines, etc.) to the municipal council, and approved the final land division through on-site inspection
by the municipal council.
❍ The minimum standards for land division stipulated by municipal councils are mostly in accordancewith the provisions of the Urban Development Authority, as follows:‒ As of flat land (Slope 0°~ 10°), minimum division standard of land is 6 perches (Approx. 150㎡)‒ As of flat land (Slope 20°~ 30°), minimum division standard of land is 30 perches (Approx. 750㎡)

164

Ⅲ. Object Project Analysis‒ As of flat land (Slope 30°~ 40°), minimum division standard of land is 45 perches (Approx. 1,125㎡)‒ Land of more than slope 45° cannot be divided

3.4.Requirement Analysis❍ When conducting cadastral surveys in the SDSL, surveys are easy because if the target area is anexisting survey area, the relevant survey documents and survey plans are referenced. However, it takes
3~4 days to search existing survey plans and prepare a survey. Therefore, it is necessary to reduce
survey preparation time through computerization of existing survey plan.
❍ DoRG requests land information when issuing a Title certificate. Previously, DistSO sent a copy ofthe survye plan to DoLG for this purpose, but not now. As a supplementary, they access the LIS
homepage of the SDSL to check and use the cadastral information. In the future, they want to go
online through the new system to search for the desired land information and use it for certificate
issuance❍ DoLCG(GN, Grama Niladhari) received survey plan from the SDSL However, In case of re-grant after
a certain period of time, they can’t connect the survey plan and the grant land by various reason suchas lost of plan or absence of an index map or lack of relevant knowledge of the officials in charge❍ When the LSD execute Bim Saviya program, the information of the land owners of the target area isretrieved offline, and the survey plans are also received offline from the SDSL. In addition, sharingof the progress of each status is not enough, so waiting time is increasing. They request searching
information related to the target site in the future system, and request that the progress of each statuswill be shared with all relevant organization❍ Local governments (MC) use assessment numbers for tax purpose for land and buildings. This isdifferent from the administrative division divided by the SDSL and is not the unique number to use
reference key. They request the answer for how to connect and update this assessment number withthe cadastral plan

3.5. Implications❍ Survey Department of Sri Lanka is responsible for most of the survey activities for the landowner's
private land registration region (Bim Saviay Programme region) and state land, and authorized
private survey engineers are in charge of the survey activities for other area.
❍ In the case of land survey-related to land registration and movement organized by the SDSL, on-line
is not performed between the SDSL and the District Survey Offices, and between the district survey
offices and divisional survey offices.

165

Sri Lanka LAS & LISS Project F/S Service❍ Land survey performance is managed for SDSL, but Survey Plans submitted by authorized private
survey engineers are managed in the form of drawings and computer files, but cannot be managed
comprehensively because the Survey Plan's serial number is arbitrarily assigned by a private survey
engineer.
❍ Survey Department of Sri Lanka related to the registration and movement of land in the Bim Saviya
Programme region and state land is as follows:[Figure Ⅲ-10] Land-Related Survey Work Procedure❍ Thus, the management and sharing system of land survey performance between the municipal co
uncil and the SDSL should be formed, and information updated through administrative work inv
olving land survey by each institution should be applied and shared real-time.
❍ To this, the improvement of the system of land-related survey work and the introduction of the
On-Line system of land-related survey work performed by human private surveyors, including the
SDSL internal survey work, should precede the introduction of the land-related survey system.
❍ Therefore, the following structure of the land survey On-Line Working Model is required:166

Ⅲ. Object Project Analysis[Figure Ⅲ-11] Real Time Sharing Model For Survey Results

4. Land-Related Work System Analysis
4.1. Survey Department of Sri Lanka Work System❍ A total of 14 systems are operated, including SRIMS, Survey Requisition Information Management
System, which is configured for access to internal systems through the Survey Department of Sri
Lanka website.
[Table Ⅲ-17] Work System Operation Status of Survey Department of Sri Lanka

No.

1

2

3

System Name

Definition

Establish
ed DateManagedDepartment

Note

Pro MS

Progress
Monitoring
System2014

District/divisional
survey office­ Vehicle management, survey
machine management; purchaseyear, vehicle mileage, etc.
­ Divisional office sends
information to distributed
officeHuRIMS

Human Resource
Information
Management
System2014

Officer ofSurveyDepartment­ Manage personnel information
for all employees

SurveyRequisition
Information
Management
System2014

District
Office­ In case of emergency survey ofnational land, the authorized
surveyor shall be employed forsurvey and access authority(upload authority)­ TLDMS CONNECTED:
Information retrieval of GeoSRIMS through SRIMS

SRIMS

167

Sri Lanka LAS & LISS Project F/S Service

No.

System Name

Definition

Establish
ed DateManagedDepartment

Note

4

Geo-SRIMS

5

TLDMS

6

SMS

7

Inventory
Perishable
Store & Form

Geometric Survey
Information
Management
SystemTenement List
Data Management
SystemStockManagement
SystemOffice Supplies
Management
System8

Document
Management
SystemPlan Information
Management
System2018

Document
Management
Department­ Measuring agency plan andrelated information management
system­ Search by plan no.

9

Technical
Library
Management
SystemTechnical Book
Management
System

2016

R&D
Department­ Managing books held bylibraries in survey offices:Entering book loans and return
information

2002

IT
Department­ Manage e-mail for all
employees, agree on policies,
and provide configuration
information

2014

R&D
Department­ Providing scholarship
information for employees toapply forDistrict
Office­ Enter the TL information of theold plan to digitize the old planand connect it to each other toservice it as a 'special data
infrastructure’­ Connects with TLDMS DB

2019

SDSL HQ,
Districtsurvey office­ System to check how manyplans are made for the landalignment­ Plan for Grant certification is
produced in the -land alignment(note the corresponding
handwriting on the existing
Survey Plan)­ Connects with TLDMS DB

2014

legal branch­ Providing internal rules orrelated order information

10

User Access

11

Scholarship

12

SystemEnvironment
Management
SystemProvision of
Scholarship
Information

Old TC
System

13

Issue LDO
Diagram14

Circular DB

2014

District
Office­ Procedure management fromapplication for GCP survey toapproval and termination of
application2018

District
Office­Procurement& supplybranchProcurement& supplybranch­ Stock management system suchas desk, chair, etc.

2014

2016

2018

Issue Land
Development
Ordinance
diagram168­ Applications for office supplies(paper clips, etc.)

Ⅲ. Object Project Analysis

4.2. Survey Department of Sri Lanka Web Service❍ Survey Department of Sri Lanka (SDSL) provides 11 web services through its website, and it also
carries out metadata services of spatial information, including the Land Information System (LIS),
which enables identification of registered information through the Land Registration Program, Bim
Saviya Program.
❍ In addition, the company also provides information on state land owned by each ministry, including
map sales services, but limited information is provided in the case of SLCORS net where land
information or usage fees are sold for a fee.
[Table Ⅲ-18] Web Service Operation Status of Survey Department of Sri Lanka

No.

Web Service
Establish
Subject
ed DateSystem Name

Definition

1

Land Grant
Survey Info

Connecting withSRIMS DB,DoLCG retrieves
the Land Grant
Surveyinformation

2018

DoLCG

2

LIS

Land Information
System2017

Entire nation­ Providing information
produced through Bim Saviya­ 1.2 Million land lot completed

3

Spatial Data
Service &Meta dataservice

SpatialInformation andMetadata Delivery
Service2015

Entire nation­ Providing spatial information
metadata­ Divide the entire Sri Lanka
into 92 sheets (1:50,000) anddivide one sheet into 25 tiles(1:10,000)

4Investor’s
Guide forReserves

Provideinformation onland owned byeach ministry

2017

Entire nation­ Providing land boundary
information owned andcontrolled by each ministry5

GN BoundaryService2017

Entire nation(Administrati
ve Office)­ Built by GIS Branch­ Show all administrative
boundaries

6

SLCORS net

Applicant­ Build and manage outsourced
from geodetic office7

Map Shop

2015

Entire nation­ Topographic maps and topics
are also sold; online payment
is possible, but utilization islow.

8Control Point

2018

Entire nation­ Provides entire GCP location
information for Sri Lanka

9Land Parcelin CMC

2018

Entire nation(CMC)­ Create and provide digitized
CMC maps based on old plan
(town sheet)

10

Land

2017

Entire nation­ Provides all measured regions

Map Sales Service
GCP Information
Provision
CMC Land Lot
Information
Provision
Information

169

Note

Sri Lanka LAS & LISS Project F/S Service

No.

System Name
Searcher

11

Definition

Web Service
Establish
Subject
ed Date(cadastral, sporadic)
information­ Survey the forest area withaerial photographs

provision service
about survey
district

GazetteNotificationin Divisional
Secretariat
Boundaries

Note

2019

Entire nation(Government
al office)­ Provision of public boundary
information from Divisionalsecretariat

4.3. State Land Information and Management System(e-SLIMS)❍ e-SLIMS project was launched at DoLCG in 2012 to improve effective local administrative
procedures, and a pilot system was launched in January 2013 for 3 districts of the Western province.
Major related agencies are Divisional Secretariat, Professional Land Commissioner Division, Land
Commissioner General Department, Ministry of Lands and Parliament Reforms (MoLPR), and ICTA
(Technical Assistance) for the following main purposes:‒ Sharing the Local Land Grants Process with all relevant agencies including the Divisional
Secretariat‒ Provide applicants with detailed information on the process of applying for land vesting‒ Provide details of the Government's land-related regulations and public announcement procedures‒ Keep all records related to the Land Alienation electronic‒ Always keep local information up to date
❍ The spectrum of state land management system can be distinguished into Land Grants, Land Permits,
Annual Land Permits, Land Release for Departments, vesting orders, Long term leasing approval
letter, long term leasing agreements, Yield tax permits, and land Kachchary.
❍ Key functions include State land alienation, monitoring of vested state land, follow-up measures togiven state land, development and preservation of state land, and incidental information search,
reporting, statistical data provision, online service, GPS land sketching, etc.
[Table Ⅲ-19] e-SLIMS Spectrum

Classification

Land Grants

Content
Land grant is issued in accordance with such regulations as Land Development
Ordinance, Crown Land Ordinance and Land Redemption Ordinance. Land grant isissued to those who receive a land permit. Recipients are classified as low-income,high-income, peasant, edified youth and Buddhist temples. There are several types ofGrant issued under different regulations, such as free Grant, middle class Grant, Land
Development Ordinance and special grant. Initial applications are made throughDivisional Secretariat. Issuing a Land Grant for special projects, agricultural activities,
residents and Buddhist temples.

170

Ⅲ. Object Project Analysis

Classification

Content

Land Permits

Land permit is issued to the selected applicant under Land Development Ordinanceand the Western Providence Land Development Statute. The application is submitted
through the Divisional Secretaries and approved according to the decision of theProvisional Committee.

Annual Land Permit

Annual Land Permit is issued for short-term agricultural activity and residential use
under Crown Land Ordinances. The request is submitted through Divisional
Secretariat. Annual usage fee is paid and DoLCG is the income.

Land Release for
Department

Land loan for government departments under Crown Land Ordinances. Requests are
made through Divisional Secretariat and final approval is approved by the Chief of
DoLCG. Issuing loan certificates to selected government agencies.

Long term leasing
approval letter

Long term leasing approval letter is issued for 30 years under Crown Land Order. The
lender is an individual or institution for residence, agriculture, industry, special
projects, and religious places. Applications are made through Divisional Secretariat.
Final approval is approved by the professional land ministry.

Long term leasing
agreement

Long term leasing arrangement issued after issuing a lease permit to the land recipient
under Crown Land Order. It's also a function of land reclamation with long-termleases. Lease returns are granted as part of land commercial activities for DoLCG'srevenue activities.

Vesting orders

The vesting order is transferred to a government organization, such as the local
authority and the Third Army. H. E. the President approves

Yield tax permits

This is the process of collecting taxes on land that is open to the public on the basis ofyield basis. Taxes are collected from auctions for donated and non-donated lands to thegovernment ministries land.

Land KachcharyLand is given to people through the Land Kachchary. A method of selecting land users
by evaluating their land use. The selected candidates are issued as Land Development
Ordinance and Grants under the Special Grant Provision Act.

5. ICT Infrastructure Analysis
5.1. Survey Department of Sri Lanka(SDSL) Headquarters❍ The Survey Department of Sri Lanka's ICT infrastructure operations are as follows:[Table Ⅲ-20] Computer Infrastructure Operation Status of Survey Department of Sri Lanka (SDSL)]Classification

Investigation Contents

1. System Operating
Organization

Operating team exists, but lacks professional
personnel.

2. Network(External)

LGN (Lanka Government Network, 10Mbps) and Sri
Lanka Telecommunication network (20Mbps) are

171

Note

SLT: 2000 USD
LGN: Free

Sri Lanka LAS & LISS Project F/S Service

Classification

Investigation Contents

Noteused simultaneously.
3. Storage/Backup Policy There is policy for storage but not for backup.
4. NMS

None

5. SMS

None

6. Access Control

None

7. Power Supply

Desk top type UPS exists, but it has small volume,and there are almost no power outages in the
Colombo district

UPS(30 minutes
preservation time)❍ Subject Regions of Data Center Construction‒ Old Server Room located on 3F of the old building checked alternative space due to the problems
with bringing in facility, space constraints, and difficulty securing security, but confirmed thatexisting building is already saturated and it is difficult to obtain a second best option.
‒ The LIS Operator anchor location presented at the previous meeting is dedicated to the Data
Center because of poor environment in other district offices.
‒ Environmental requirements such as access control system, fire extinguishing facilities, and Raised
Floor are not available.
‒ Two A/Cs are in shift operation as air conditioning facilities, but no separate plans or humidity
control facilities are installed for air circulation.
‒ Old Server Room 2.45m X 7.1m space is not suitable for additional rack installations.
 A total of 2 racks are installed, 1 rack is equipped with its own network facility for building services,and the other rack has two LIS Servers in operation and one IT server and storage.
 There is a high risk of future leakage as many Pipe Lines pass through the room.

[Figure Ⅲ-12] Arrangement Plan of Old Server Room172

Ⅲ. Object Project Analysis‒ Hardware & Technical work Unit(Replacement Space)

Old
ServerRoomandEnvironment[Figure Ⅲ-13] Environment of Old Server Room and Interior[Figure Ⅲ-14] Hardware & Technical work Unit Arrangement Plan

‒ It is the current anchor location for the personnel of LIS Operation.
‒ Interior construction such as wall construction and access floor is required, but space of 5.7m X
7.1m allows space to install CABINET 2-layer arrangement, temperature and humidity.
‒ Old Server Room can be utilized into Ups and Battery Room
❍ Network Composition Status‒ Currently, LGN 2.0 (Lanka Government Network) is used as the primary operating network fordata upload and download, but it connects the SLT rental network to the VPN in some district
offices and division offices, and facilities for both external networks are operated simultaneously.

173

Sri Lanka LAS & LISS Project F/S Service[Figure Ⅲ-15] Old Network Diagram

SLT and
Internal
Communication RackLGN 2.0[Figure Ⅲ-16] Network Facility Rack174

Ⅲ. Object Project Analysis[Table Ⅲ-21] Status of Network Installation

Classification

LGN

SLT

RouterHUAWEI S5300

HUAWEI S5300

FirewallCHECK POINT 3000 SERIESSOPHOS CYBERROAM CR 200iNG

Core Switch

CISCO SG300 28MP

CISCO WS-C4500x 16SFPS

Distribution Switch

None

CISCO Catalyst 2960 - X

Wireless Controller

None

CISCO AIR-CT2504

STORAGE

None

Synology RS3617RPxs-12(7/12 used)❍ Old Facility Status – Server[Table Ⅲ-22] Detailed Statement of Survey Department of Sri Lanka (SDSL) Server (IT)Classification

Server 1

Server 2

Host Name

HP-SERVER-PC

IT SERVER

OS NameWindows Server 2012 R2 Standard

Windows Server 2016 Standard

OS Version

6.3.9600 N/A Build 9600

10.0.14393 N/A Build 14393

Manufacturer

HP

Dell Inc

System Model

ProLiant ML350 Gen9PowerEdge R930

System Typex64-based PC

x64-based PC

Processor(s)2 Processor(s) Installed (Xeon® CPU E5- 2 Processor(s) Installed (Xeon® CPU E72640 v3 @ 2.60 GHz)
4820 v4 @ 2.00 GHz)

BIOS Version

HP P92, 12/24/2014

Dell Inc. 2.4.3, 7/7/2017

Physical Memory

65,408 MB (64 GB)

32,662 MB (32 GB)

IP Address--

Disk 1 Capacity

1.09 TB

2.75 TB

Disk 2 Capacity

-

-

175

Sri Lanka LAS & LISS Project F/S Service[Table Ⅲ-23 ] Detailed Statement of Survey Department of Sri Lanka (SDSL) Server (LIS)Classification

Server 1

Server 2

Host Name

LISSVR1LISBRN2OS NameWindows Server 2008 R2 Standard

Windows Server 2012 Standard

OS Version

Service Pack 1

6.2.9200 N/A Build 9200

Manufacturer

HP

HP

System Model

ProLiant DL370 G6

ProLiant ML350e Gen8

System Typex64-based PC

x64-based PC

Processor(s)2 Processor(s) Installed(Intel64 Family 6 1 Processor(s) Installed(Intel64 Family
Model 44 Stepping 2 GenuineInt el ~3466 6 Model 45 Stepping 7 GenuineInt el
Mhz)~2394 Mhz

BIOS Version

HP P63, 7/2/2013

HP J02, 8/2/2014

Physical Memory

32,758 MB (32 GB)

8,029 MB (8GB)IP Address

10.10.10.15

10.10.70.13

Disk 1 Capacity

280 GB932 GB

Disk 2 Capacity

3725 GBIT Server

LIS Server[Figure Ⅲ-17] Old Management Server

176

Ⅲ. Object Project Analysis❍ Environmental Facility Status‒ Old Server Room has two A/Cs in rotation for 12 hours, but facilities for separate humidity
management are not reflected.
‒ Since the current space is small for additional facilities, the expansion of the Data Center requires
the reflection of the anti-temperature ventilator.
‒ Currently, most offices located in IT Branch Office are partitioned, requiring a secure interior
when deploying Data Center.
‒ Access Floor not installed

AA/C &
Control

Combination
Lock and Fire
Extinguisher[Figure Ⅲ-18] Old Server Room Environment Facility
Power Facility

Major Panel
Board

Quarter Panel
Board

177

Sri Lanka LAS & LISS Project F/S Service

UPS[Figure Ⅲ-19] Power Facility‒ Transformer (CEB; Ceylon Electrical Board) is installed as a separate building on the Ground
Floor. Two separate Electrical Rooms are available.
‒ Since there are no Single Line Diagrams or related electrical drawings due to old facilities, there
are many hazards in the area where power lines are drawn into the Data Center by branching fromthe existing switchboard (it is difficult to check wiring routing and distribution details, so it is notpossible to investigate power volumes separately).
‒ Request to quote that the current Survey Department of Sri Lanka has a separate Single Line as theData Center destination from the main switchboard through the CEB responsible for electricalmaintenance.
‒ Check the space for installing the Circuit Breaker on the main switchboard in the main electricalroom.

5.2. District Survey Office1)

Galle District Survey Office‒ One A/C is installed (director's office) but not in operation‒ LGN 2.0 Government network and SLT rental network are being used at the same time, but there
are no operational/maintenance personnel for the facility operation.
‒ Sub-Network not configured‒ Due to the overall aging of the building, it is very difficult to create an environment for installing
additional Facility (Input Power: Single Phase 220V (MCB: 32 A).

District Office
Operation
Status[Figure Ⅲ-20] Galle District Survey Office178

Ⅲ. Object Project Analysis

2)

Kandy District Survey Office‒ New buildings are located adjacent to old buildings that are being used as existing workspaces
and/or installed/operated by the office next to the LGN network cabinet.
‒ LGN 2.0 Government network and SLT rental network are being used at the same time, but there
are no operational/maintenance personnel for the facility operation.
‒ No sub-network is currently configured, but additional configuration requests are requested for filesharing and use of Network Printer (businessperson)‒ Input power: 3 Phase 415V (MCB: 60 A)

District Office
Operation
Status[Figure Ⅲ-21] Kandy District Survey Office3)

Anuradhapura District Survey Office‒ Site is the most efficient use of LGN 2.0 government network, and SST rental network is onlyused at the Manager level. Sub-network is not configured/operated separately due to the lack of
SLT rental network.
‒ Furthermore, without IT personnel, they are well-versed in the overall use of government networks
and have no objections to limited capacity.
Request Intra-Net configuration because some office space is out of LGN Coverage‒ Document Room is to be expanded (2020)‒ Input power: 3 Phase 415V (MCB: 63 A)

District
OfficeOperation
Status[Figure Ⅲ-22] Anuradhapura District Survey Office

179

Sri Lanka LAS & LISS Project F/S Service

4)

Kurunegala District Survey Office‒ Due to lack of understanding of LGN 2.0 government network, it is mainly used for SST rental
network.
‒ Issues have been raised about the limited capacity of the government network that charges only
12GB/months per account, but it has been confirmed that there are no institutional connections.
‒ No operational/maintenance personnel for IT facility operations.
‒ Currently, Sub-Network is configured and used, but the related drawing or history cannot beviewed. Majority of the wired cables are unavailable.
‒ Insufficient input power to use the A/C (second phase) held at all. Multiple Power Failuresightings during field visits (Input Power: Single Phase 220V (MCB: 32 A))

District
OfficeOperation
Status[Figure Ⅲ-23] Kurunegala District Survey Office5)

Rathnapura District Survey Office‒ Although LGN 2.0 government network and SLT rental network are provided at the same time,
there are no operational/maintenance personnel for IT facility operation just like other District
offices.
‒ Currently, Sub-Network is configured and used, but the related drawing or history cannot beviewed. Majority of the wired cables are unavailable.
‒ Using separate Laptop due to old PC for Bim Saviya work
‒ Currently 100 pages/Month uploading drawings related to Bim Saviya‒ Input Power: Single Phase 220V (MCB: 32 A)

District
OfficeOperation
Status180

Ⅲ. Object Project Analysis[Figure Ⅲ-24] Rathnapura District Survey Office6)

Gampaha District Survey Office‒ LGN 2.0 Government network and SLT rental network are provided at the same time and are
effectively allocated and used for the purpose of use.
‒ It is dilapidated by using sub-network at the bottom of the SST rental network or by a local
company. It cannot be maintained as it does not have related drawings/diagrams.
‒ No operational/maintenance personnel for IT facility operations‒ Old buildings are difficult to obtain separate routes for indoor wiring and high Ceiling makes
exposed piping/wiring seem appropriate when considering maintenance (same as other district
offices).
‒ Since most of the Division Survey Office is located in private buildings, LGN's network is notconnected. Therefore, cadastral data prepared by applying SLT rental network is being uploaded to
HQ Office (Input power: 3 Phase 415V (MCB: 32 A)).

District
OfficeOperation
Status[ Figure Ⅲ-25] Gampaha District Survey Office7)

Polonnaruwa District Survey Office‒ No operational/maintenance personnel for IT facility operations‒ Main Use Network: LGN 2.0‒ Number of PCs in operation (Management/Survey Work) : 10
‒ Usual power outage time and recovery time: 3 times a week, within 2 hours

181

Sri Lanka LAS & LISS Project F/S Service‒ Input power: 230V (MCB: 40A)

District
OfficeOperation
Status[Figure Ⅲ-26] Polonnaruwa District Survey Office8)

Trincomalee District Survey Office‒ No operational/maintenance personnel for IT facility operations‒ Main Use Network: LGN 2.0‒ Number of PCs in operation (Management/Survey Work) : 11
‒ Usual power outage time and recovery time: 3 times a week, within 2 hours‒ Input power: 230V (MCB: 40A)

District
OfficeOperation
Status[Figure Ⅲ-27] Trincomalee District Survey Office

182

Ⅲ. Object Project Analysis

9) Batticaloa District Survey OfficeDistrict
OfficeOperation
Status[Figure Ⅲ-28] Batticaloa District Survey Office‒ No operational/maintenance personnel for IT facility operations‒ Main Use Network: LGN 2.0‒ Number of PCs in operation (Management/Survey Work) : 10
‒ Usual power outage time and recovery time: once a week, within two hours‒ Input power: 230V (MCB: 40A)
10) Ampara District Survey Office‒ No operational/maintenance personnel for IT facility operations‒ Main Use Network: LGN 2.0‒ Number of PCs in operation (Management/Survey Work) : 10
‒ Usual power outage time and recovery time: 5 times a week, 1 hour recovery‒ Input power: 230V (MCB: 40A)

District
OfficeOperation
Status[Figure Ⅲ-29] Ampara District Survey Office183

Sri Lanka LAS & LISS Project F/S Service11) Matale District Survey Office‒ No operational/maintenance personnel for IT facility operations‒ Main Use Network: LGN 2.0‒ Quantity of operating PCs (Management/Survey Work) : 9‒ Usual power outage time and recovery time: 3 times a week, 15 minutes or less
‒ Input power: 230V (MCB: 40A)

District
OfficeOperation
Status[Figure Ⅲ-30] Matale District Survey Office12) Nuwara-Eliya District Survey Office‒ No operational/maintenance personnel for IT facility operations.
‒ Main Use Network: LGN 2.0‒ Number of PCs in operation (Management/Survey Work) : 10
‒ Usual power outage time and recovery time: once a week, in less than 50 minutes.
‒ Input power: 230V (MCB: 40A)

District
OfficeOperation
Status[Figure Ⅲ-31] Nuwara-Eliya District Survey Office184

Ⅲ. Object Project Analysis

13) Puttalam District Survey Office‒ No operational/maintenance personnel for IT facility operations‒ Main Use Network: LGN 2.0‒ Number of PCs in operation (Management/Survey Work) : 11
‒ Usual power outage time and recovery time: 2 times a week, 10 minutes or less
‒ Input power: 230V (MCB: 16A)

District
OfficeOperation
Status[ Figure Ⅲ-32] Puttalam District Survey Office14) Kalutara District Survey OfficeDistrict
OfficeOperation
Status[Figure Ⅲ-33] Kalutara District Survey Office‒ No operational/maintenance personnel for IT facility operations‒ Main Use Network: LGN 2.0‒ Quantity of PCs in operation (Management/survey task): 13‒ Usual power outage time and recovery time: once a week, 15 minutes or less
‒ Input power: 415V (MCB: 32 A)

185

Sri Lanka LAS & LISS Project F/S Service15) Kegalle District Survey Office‒ No operational/maintenance personnel for IT facility operations‒ Main Use Network: LGN 2.0‒ Number of PCs in operation (Management/Survey Work) : 8‒ Usual power outage time and recovery time: 2 times a week, 30 minutes or less
‒ Input power: 230V (MCB: 30 A)

District
OfficeOperation
Status[ Figure Ⅲ-34] Kegalle District Survey Office16) Badulla District Survey Office‒ No operational/maintenance personnel for IT facility operations‒ Main Use Network: LGN 2.0‒ Number of PCs in operation (Management/Survey Work) : 11
‒ Usual power outage time and recovery time: 2 times a week, 5 minutes or less
‒ Input power: 230V (MCB: 40A)

District
OfficeOperation
Status[Figure Ⅲ-35] Badulla District Survey Office186

Ⅲ. Object Project Analysis17) Monaragala District Survey Office‒ No operational/maintenance personnel for IT facility operations‒ Main Use Network: LGN 2.0‒ Number of PCs in operation (Management/Survey Work) : 10
‒ Usual power outage time and recovery time: once a week, 30 minutes or less
‒ Input power: 415V (MCB: 30 A)

District
OfficeOperation
Status[Figure Ⅲ-36] Monaragala District Survey Office18) Matara District Survey Office‒ No operational/maintenance personnel for IT facility operations.
‒ Main Use Network: LGN 2.0‒ Number of PCs in operation (Management/Survey Work) : 11
‒ Usual power outage time and recovery time: few.
‒ Input power supply: 415V (MCB: 60A)

District
OfficeOperation
Status[Figure Ⅲ-37] Matara District Survey Office187

Sri Lanka LAS & LISS Project F/S Service19) Hambanthota District Survey OfficeDistrict
OfficeOperation
Status[ Figure Ⅲ-37] Matara District Survey Office‒ No operational/maintenance personnel for IT facility operations‒ Main Use Network: LGN 2.0‒ Number of PCs in operation (Management/Survey Work) : 8‒ Usual power outage time and recovery time: 2 times a week, recovery within 20 minutes‒ Input power: 415V (MCB: 30 A)
20) Jaffna District Survey Office‒ No operational/maintenance personnel for IT facility operations‒ Main Use Network: LGN 2.0‒ Number of PCs in operation (Management/Survey Work) : 7‒ Usual power outage time and recovery time: once a week, 15 minutes or less
‒ Input power: 230V (MCB: 63 A)

District
OfficeOperation
Status[ Figure Ⅲ-39] Jaffna District Survey Office188

Ⅲ. Object Project Analysis21) Killnochchi District Survey Office‒ No operational/maintenance personnel for IT facility operations‒ Main Use Network: SLT‒ Number of PCs in operation (Management/Survey Work) : 7‒ Usual power outage time and recovery time: once a week, 15 minutes or less
‒ Input power: 415V (MCB: 32 A)

District
OfficeOperation
Status[ Figure Ⅲ-40] Killnochchi District Survey Office22) Mullaattivu District Survey Office‒ No operational/maintenance personnel for IT facility operations‒ Main Use Network: LGN 2.0‒ Number of PCs in operation (Management/Survey Work) : 6‒ Usual power outage time and recovery time: once a week, 15 minutes or less
‒ Input power: 415V (MCB: 32 A)

District
OfficeOperation
Status[Figure Ⅲ-41] Mullaattiv District Survey Office

189

Sri Lanka LAS & LISS Project F/S Service23) Mannar District Survey Office (New Office, No Network Facility)‒ No operational/maintenance personnel for IT facility operations‒ Main Use Network: SLT‒ Quantity of operating PC (Management/survey) : N/A‒ Usual power outage time and recovery time: 3 times a week, 25 minutes or less
‒ Input power: 415V (MCB: 32 A)

District
OfficeOperation
Status[Figure Ⅲ-42] Mannar District Survey Office24) Vavunlya District Survey OfficeDistrict
OfficeOperation
Status[Figure Ⅲ-43] Vavunlya District Survey Office‒ No operational/maintenance personnel for IT facility operations‒ Main Use Network: SLT‒ Number of PCs in operation (Management/Survey Work) : 8‒ Usual power outage time and recovery time: 3 times a week, recovery in 20 minutes‒ Input power supply: 415V (MCB: 40A)

190

Ⅲ. Object Project Analysis25) Colombo District Survey Office‒ Located on the 1st floor of Survey Department of Sri Lanka (SDSL)‒ Main Use Network: LGN 2.0‒ Number of PCs in operation (Management/Survey Work) : 10
‒ Normal power outage time and recovery time: few‒ Input power: Survey Department of Sri Lanka (SDSL) input power sharing

District
OfficeOperation
Status[Figure Ⅲ-44] Colombo District Survey Office

5.3. Status of Major Organizations
1)

Ministry of Digital Infrastructure and Information Technology‒ Digital infrastructure and information technology have been identified as two key areas that define
the country's future and are in the process of planning for the future.
‒ Vision, strategy and roadmaps improve citizens' living standards and quality of life.
‒ Transformation of the Ministry
 Ministry of Telecommunication and Information Technology (November 22 2015 ~ January 17,2015) Telecommunication and IT Division in Ministry of Foreign Affairs (January 18, 2015 ~ September 3,

2015) Ministry of Telecommunication and Digital Infrastructure (September 4, 2015 ~ October 26, 2018)
 Ministry of Digital Infrastructure and Information Technology (December 28, 2018 ~ Current)‒ Major Work Establishing, monitoring and evaluating policies, programs and projects related to information

communications and digital infrastructure The adoption of modern technology takes the necessary steps to provide communication facilities foreveryone
 Helping the public sector adopt appropriate information technology solutions to promote productivity

and efficiency

191

Sri Lanka LAS & LISS Project F/S Service
 Implementation of the Program for the Promotion of Computer Technology
 Develop strategies to encourage the use of information and communication technologies
 Matters concerning all other subjects assigned to institutions listed in the Ministry of Education
 Supervision of institutions listed in the Ministry of Education‒ Subsidiary Organization
 Development Division Accounts Division Administration Division
 Internal Audit Division Planning Unit
 Secretary Office[Figure Ⅲ-45] Organization Diagram‒ Organizational Chart[Figure Ⅲ-46] Organizational Chart

192

Ⅲ. Object Project Analysis

2)

Information & Communication Technology Agency (ICTA)‒ Working group for supporting and implementing electronic government policy in Sri Lanka‒ Established under the Science and Technology Act in 2003 and upgraded to a presidential office inNovember, modeled after the e-government promotion system in Korea and Singapore‒ After the establishment of the Ministry of Communication and Information Technology in 2010,
the organization was functioned under the Ministry of Information and Communication, and ICTA
is a permanent institution overseen by Ministry of Telecommunication and Digital Infrastructure,and Inter Ministerial Committee currently.
‒ Major Role Establishing, implementing national ICT policies and implementing e-government-related tasks
 Establishing consulting guidelines for implementing ICT policies
 Conducting consulting on ICT activities and requirements of relevant government organizations

3)

Lanka Government Information Infrastructure (LGII)‒ Lanka Government Information Infrastructure (LGII) is a wholly-funded subsidiary of Sri Lanka's
ICT Organization (ICTA), responsible for the operation and development of the Lanka
Government Network (LGN), a networking infrastructure that interconnects various government
agencies and provides government electronic services.
‒ Connects more than 500 government organizations in Sri Lanka and provides IT-related services
to the government.
‒ LGII facilities include LGN hubs hosting state-of-the-art Network Operation Center (NOC) andhelp desk, which includes a number of servers, network monitoring and management that serve asinterconnect points for various end sites.
‒ Operates 24 hours and can communicate in three languages: Sinhala, Tamil, and English.
‒ Services provided by LGII to government agencies include LGN connectivity and related services,
Internet access, Voice over IP (VoIP) service, and registration of all domain names in the gov.lk
domain.

5.4. NDC(National Data Center)❍ Overview‒ Location: Techno City, Pitipana, Homagama.(32 km from Colombo City boundary)‒ In progress of operating and maintaining Sri Lanka Telecom (SLT)‒ Sri Lanka's largest Internet Data Center (IDC), which has a floor space of 63,000 ft2 in an area of
20,000 acres.
‒ Tier III & Green Gold Certified Data Center‒ Available in 500 racks, delivering a total of 2.5MW of IT load
‒ Power usage efficiency of 1.6 for 100% loading (PUE)‒ High scalability and availability with 99.982% uptime

193

Sri Lanka LAS & LISS Project F/S Service❍ Environmental Facility‒ Full Load Backup of Duplexing UPS for 10 minutes, then use Generator Power‒ Duplexing 1825 kVA Generator with 48-hour operation‒ N+1 duplexing facility (Tier-III Facility)‒ Chiller System‒ Fire Alarm : Laser based Very Early Smoke Detection Apparatus (VESDA)‒ Fire Extinguisher : NOVEC 1230 Gaseous Fire Suppression System

Panoramic View
and Rack Room

Utility

Physical Security
Facility[Figure Ⅲ-47] SLT IDC Facility Status❍ Network Environment‒ Accommodating duplexed national backbone network (NBN: National Backbone Network)‒ Connecting duplexing optical cables to other data centers of SLT‒ 1G/10G Upward Network Speed.
❍ Physical Security Facility‒ CCTV Monitoring‒ Finger and Palm readers‒ Individual cabinet combination lock and Turnstiles (Main Entrance)

194

Ⅲ. Object Project Analysis

6. Level of Technology and Education Status Analysis
6.1. Capability Level of Technology Diagnosis Framework
6.1.1. Introduction of NLCBM-i❍ The State Land Capacity Building Model for Information (NLCBM-i), developed by the Korea Land
and Geospatial Informatix Corporation, is a model that systematically supports roadmaps forenhancing land information capabilities and human capabilities plans.
❍ This model provides framework, diagnostic assessment tools, and capacity building tools for presurvey, provides specific survey targets, criteria for evaluation, and is a tool to define the current
level through in-depth investigation and diagnostic evaluation to provide customized curricula androadmaps.

6.1.2.Method and Application of Capability Diagnosis❍ NLCBM-i's investigative framework consists of three components and seven sub-components.
Using a pre-designed checklist, in-depth questionnaires are conducted through a sophisticatedquestion system, and components are systematically reviewed in line with the checklist. The
components consist of land information governance, land information infrastructure, and land
information technology. The sub-components consist of legal system, data, system, facility
equipment, survey and data acquisition, system development, database construction andmanagement.

[Figure Ⅲ-48] NLCBM-i Research Framework Composition Factors

195

Sri Lanka LAS & LISS Project F/S Service❍ The checklist for capacity diagnosis is prepared by seven sub-components, including law/system, data,system, facility equipment, survey and data acquisition, land database construction and management,
and system development and operation.
❍ As a result of capacity assessment, the level of land information service can be divided into threestages: level 1, the documentation stage, level 2 computerization stage, and level 3 land information
management stage.
❍ The documentation stage refers to the creation and management of most of the land information as
hard copy documents and the use of hard copy documents for land registration and management. The
computerization stage is to computerize the hard copy of land attribute information, geography
information, and land-related administrative information using a PC. The information management
stage is to establish a land administration system and a geographical information system to manage
computerized land property information and geographical information. The information utilization
phase is to integrate and link land information among land-related institutions through the integrationand expansion of the land system. The information convergence phase is to generate spatial
information as well as land information using unmanned aircraft and 3D survey equipment andintroduce an open data platform to manage, distribute and utilize spatial information.

6.2. Capability Diagnosis and Improvement Plan
6.2.1. Results of Capability Diagnosis❍ LX consortium conducted an intensive group interview and an in-depth survey of the Land Survey
Department of Sri Lanka (SDSL), Land Use Policy Planning Division (LUPP), and Registrar
General's Department (RGD), a major organization in charge of the production and management of
Sri Lanka's land information, and evaluated the following key findings:❍ Based on the 2016 statistics, majority of the 28,808 graduates in Sri Lanka have graduated in arts
(approx. 48%, or 13,912), with only 3% (946) graduates in computer science or 6% (1,617) graduates
in engineering, which are related to land digitization.

196

Ⅲ. Object Project Analysis[Figure Ⅲ-49] Ratio of Graduates in 2016 Per Major in University in Sri Lanka❍ Capability of Individuals and Organizations‒ Diagnosis through NLCBM-i shows that Sri Lanka's land information governance iscomputerizing land information by converting the existing dead system into the Title system whenregistering land, but because the legal framework for the scope, management system andutilization method of digital land information is insufficient, it is in the first level of documentation
stage.
‒ The data, systems and facilities of the infrastructure are in the information management stage(level 3), and although the ratio of computerized land information is low, the digital data built iseasy to update and share, and the administrative information registration management office has
established and operated the E-Land Registration System and the Title Registration System.
‒ Not only is it actively using Total Motion, modern equipment, in the sub-component survey anddata acquisition of land information technology and knowledge, but it is also performing satellite
surveys such as Static, RTK, and VRS. This is a third level information management stage.
However, the deployment and management of lower component land DBs, system development
and operation are in the computerization stage (level 2). It is analyzed that the system/dataarchitecture and standardization are not established, and that the web system development, data
construction and management lacks its own capabilities.

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Sri Lanka LAS & LISS Project F/S Service[Figure Ⅲ-50] Level of Capability of Land Digitization in Sri Lanka① Survey and Data Acquisition Technology Capability‒ In order to advance to the information management stage (level 3) of the current computerization
stage (level 2) as a result of diagnosis, the technical competency in this section must be
strengthened based on the evaluation basis below.

‒ First, in the area of survey techniques, whether or not the methods for survey are being used forcadastral survey work and what stage they are at through questioning about the Post-processing
method of survey data were identified.
‒ The total station is used for cadastral survey by the Survey Department of Sri Lanka and postprocessing of survey data is performed through ZWCAD software, which has been identified as acomputerization stage. This office is using AutoCAD, which is most commonly used, andZWCAD is still in use in the Division Office. To improve work efficiency and to be compatible
with the Land Information System, it has been confirmed that education on utilizing various CAD
programs, including open source, is necessary.
‒ In addition, Sri Lanka's national capabilities for collecting aviation and satellite survey data arenonexistent in the land information management stage (level 3), and only a small number ofpeople are able to post-process aviation and satellite images, so that further aerial and satellite
image post-processing personnel must be supplemented for future cadastral survey work andnational level topography and map production, thus aviation Post-processing training is required.
‒ Moreover, Survey Department of Sri Lanka has a fixed-income UAV and is using it for survey
purposes, but has a very limited amount of resources and staff. Personnel who can use UAV video
data post-processing software are also using illegal license versions because they have some ofthem but are unable to cover high cost software costs. This poses risks such as suddeninterruptions, and concerns the use of limited functionality, the biggest drawback of illegal
software, so low cost UV data post-processing software and open source-processing software are
required. In addition, satellite surveys corresponding to the information sharing/utilization stage(level 4) also operated four teams of expert personnel to support the cadastral metering, but this is
not a sufficient number of people for GNSS surveys and is limited in areas where GNSS surveys
are available because there are too few permanent stations.

198

Ⅲ. Object Project Analysis‒ Second, Sri Lanka was currently operating from 110 national survey control point (1sttriangulation point) in relation to whether or not it entered the computerization stage (level 2) inthe control point and coordinates technical area. The installation/operation of the control point andthe performance of the control point are also well managed, such as completion of the nationwide
control point inspection in 1999, so it has been identified as the computerization stage (level 2) inthe control point. In addition, given that there are about six GNSS permanent monitoring stationsin Sri Lanka in the land information management stage (level 3), but the number of GNSS
permanent monitoring stations still remains small and the manpower to operate/manage them isinsufficient, and that the installation of GNSS permanent monitoring stations has also been
introduced as technology of external developed countries, Sri Lanka is deemed to lack the ability
to install/operate its own GNSS permanent monitoring stations.
‒ Therefore, additional capacity building for the overall operation of regular observatory is required,and further training for the technical and knowledge workforce to freely transform the provincial
coordinate system currently in use into the world coordinate system is also needed to improve theinformation sharing/utilization stage (level 4).
‒ Third, in the area of data acquisition, it was diagnosed that the computerization and drawing
information was being edited in support of technical skills of external developed countries inrelation to whether or not the computerization area (level 2) was entered. In addition, questions
were asked about geo-referencing technology and performance personnel to diagnose theinformation management stage (level 3), and it was found that the technologies such as coordinatetransformation and structured editing were not yet actively utilized, and thus the information
management stage (level 3) was not entered. According to the diagnosis results, Sri Lanka will
have to provide additional capacity building education for the computerization of the entire
national territory and the generation of digital land information, along with geo-referencetechnology education for the efficient use of computerized land information.
② Land DB Construction and Management Technology Capability‒ This area is divided into three technical areas: data architecture and standardization, DB software,
DB construction and management, and each technology area is evaluated and diagnosed as being
in the computerization stage (level 2).

‒ First, in the area of architecture and standardization technology, documents used in land
administration are not standardized by national information standardization through responses
from each agency, but documents used for administrative work by different agencies are
standardized. In addition, although we have some data architecture knowledge to systematicallycreate/manage computerized data, it has been assessed that it is difficult to manage data actively
and that standardization of information has only a plan and has not yet been performed due to lackof infrastructure, thus it was assessed that it was not competent to go to the information
management stage (level 3).
‒ As such, Sri Lanka currently finds it impossible to share, link and utilize effective data due to thelack of systematic database construction and information standardization, so it has to combine
technical training for data architecture with technical knowledge training for information
standardization, and additional skills training such as DB design should be conducted in order toimprove the level of information management stage (level 3).
‒ Second, the DB software technology area was basically using data management software based on
the PC, whereas the RGD, which is in charge of land registration, was conducting most tasks
manually, and administrative documents were also written by hand, not by PC. Handwritten
documents are simply scanned and stored on the PC, making it inconvenient to rewrite whenmodification and renewal have to be done on data. Thus, for simplicity and efficiency of work,
documents must be created/stored and managed using PC-based data creation/management
software, which requires competency training in data management software.

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Sri Lanka LAS & LISS Project F/S Service‒ Sri Lanka's land-related institutions are in dire need of PC-based data software training because
they are still understaffed to write documents using PCs, and the Survey Department of Sri Lanka
and related education institutes have asked for special reinforcement training in this area.
Moreover, the introduction of specialized DBMS is essential for managing a large number ofcomputerized data in the future, and training on low-cost open source DBMS and Oracle, a typicalcommercial DBMS, is required to foster specialized DBMS professionals to utilize DBMS.
‒ Third, the DB deployment and management technology area was systematically classified andmanaged documents in step 1 regarding the establishment of the document classification system,and document renewal was basically updated every five years (in case of the capital city, Colombo,
data was updated every two years).
‒ In addition, Land Survey Department of Sri Lanka (SD) was building administrative and other datausing the PC-based software MS-Office, but in case of Registrar General's Department (RGD), it
was still using analog methods of document preparation and storage, such as manually creating,scanning, and storing the data used in PCs.
‒ Furthermore, Sri Lanka's land-related organizations believe that they do not use PC-based data
software in writing documents, so first, they need to train PC-based basic data-building software
for the efficiency of data creation and administrative work on PCs. In order to establish asystematic non-land and land database, the database establishment methodology needs education.
In addition, DB S/W training is needed for DB integration management and sharing/connection.
③ System Development and Management Capabilities‒ The technology capability in this area has been diagnosed in the documentation stage (level 1) andthe assessment results for each technology area are as follows:‒ First, in the area of architecture and standardization technology, it was found that Sri Lanka wasworking in accordance with the standards and standards of procedures for the progress of land
work, with clear procedures and criteria for land work.
‒ In addition, it has been confirmed that no standardization has been established for knowledge anddevelopment related to the establishment of the architecture for system construction and operation,
concerning the retention of knowledge of the system architecture and development standardization
for the purpose of determining the entry into the computerization stage. Therefore, it is deemedthat Sri Lanka needs education such as establishment of integrated system for land information
service and standardization, standardization of system design, standardization of systemarchitecture education related to project registrations and systems, design, etc. in order to train
professionals with knowledge of integrated system development and standardization.
‒ Second, the system development technical area assessed the ability of GIS engines to be used infuture LIS systems by asking questions such as their knowledge of and use of GIS engines that are
the basis for LIS system deployment.
‒ Sri Lanka uses ArcInfo as its most basic GIS software, and most of the agencies that manage andgenerate land drawing information use ArcInfo, but most of them use illegal licensing versions
because they cannot afford high-cost software licenses, and only a small number of people use
open-source GIS software.
‒ As of the illegal licensing software, functions or utilization is lower than the official version,
limited use of GIS software still lacks the ability to utilize GIS software, and additional capacity
enhancement is required for analysis and generation of high-level land information. Moreover,education on open source GIS software, such as QGIS, should be provided to replace high-cost
ArcInfo.
‒ In addition, technical knowledge of analysis and design for web system development is required as
it is necessary to secure specialized IT personnel for web system development and deployment of200

Ⅲ. Object Project Analysis

public service systems that are currently operated only by the Survey Department of Sri Lanka andsome agencies to enter the land information management stage (level 3)‒ Third, in the area of system operation technology, PC management, network management, andindependent department computing rooms, some organizations have applied PC to a significant
portion of their work, but some have not done any work through PC.
‒ The Survey Department of Sri Lanka has separate IT personnel to systematically manage PCs andnetworks. Except for the Survey Department of Sri Lanka, most land-related agencies haveinsufficient PC and network management through IT staff, and lack the expertise to manage thecomputer room. Accordingly, it is deemed necessary to provide basic ICT education for theestablishment of computing infrastructure, which is the basis for land information service, and thento require system technology training for the management, operation and maintenance of standalone computer rooms.
6.2.2.Education Infrastructure Status Analysis

Interior of Training Field (Production Room of
Topographic Map)

Exterior of Lecture Room[Figure Ⅲ-51] ISM, Panoramic View of Institute of Surveying and Mapping‒ Survey Department of Sri Lanka, an institute of surveying and mapping, is located in Diyatalawa,
about 200 kilometers from the capital city, Colombo.
‒ Established in 1969, the government recently implemented 141 million Rupees (approx. 980 M
KRW) annually to provide survey and system operation training, 75 full-time regulars annually(for Survey Department of Sri Lanka, ISM education is mandatory as soon as entering position)
upon joining, and 100 non-regulars.
‒ Fourteen instructors are currently teaching two regular courses, two to four years of bachelor's andmaster's courses, and irregularly visit the institution at the request of the relevant institution andthe university without the relevant curriculum, and have been educating for a week or two.
‒ In total, area of 2.5 km2 consists of main building, 4 lecture rooms, 1 computer room, 2
topographical drawing rooms, 50 dormitories, personnel quarters and guesthouses. Up to 50 people
can be accommodated in 1 classroom (no air conditioning, air conditioning facilities, etc. in aging
classrooms).

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Sri Lanka LAS & LISS Project F/S Service

Lecture Room
A(107 ㎡)

Lecture Room
(162 ㎡)

Lecture RoomM1(174 ㎡)

Lecture Room
M2(126 ㎡)

ComputerRoom(185 ㎡)[Figure Ⅲ-52] Panoramic View of Lecture Room

‒ Although the institute had no problem connecting to the network through LGN (Bandwidth 0-255),
it has only native survey equipment and relatively lacks IT-related equipment compared to survey
educating equipment (Plug-ins and digitizing tables are not currently in operation and cannot beused).
❍ Related Universities‒ Universities with cadastral and land-related education courses are taught mainly in geomatics withtwo courses (Sabaragamuwa University, Kotasawala Defense University), where they produce a
total of 100 graduates a year and are mostly employed as civil servants if they enter this field.
❍ Related Online Education‒ Survey Department of Sri Lanka plans to open through the Google Education Platform (Aug,2019) in preparation for the Survey Department of Sri Lanka Online Training Program (tentative
name “Collaboration and e-Learning Platform).

6.2.3. Requirements Analysis❍ Education Training‒ Domestic Education
 The current ISM is being remodeled (four lecture rooms, one computer room, and two production

rooms of topographic map), but the target audience is to request inclusion of four central government
stakeholders in addition to the target organization.
 Survey and data acquisition is practically all done in the Provisional Survey Office only, but theSurvey Department of Sri Lanka is expected to design the training program considering the relatively
lower technical capabilities of the Provisional Office personnel than the District.

‒ Invitational Workshop
 Educating different programs to decision-makers and working-level operators, but like provincial

education, the target audience requests inclusion of four central government stakeholder
organizations in addition to the target organization.

‒ OJT(On the Job Training)202

Ⅲ. Object Project Analysis
 Request for input into projects from the stage of development of four key personnel in each sector(initial six months of business in Korea + 30 months of provincial construction) for smooth operationand strategic training of core personnel after the system is deployed.

‒ Activation of Online Education
 Request that Survey Department of Sri Lanka utilize Google to review the linkages of EDCF training

content to the online training (tentative name “Collaboration and E-learning Platform”).

❍ Education Infrastructure-Related Facility‒ Environmental Infrastructure: additional 50 armchairs, lecture desk, camera, UPS, audio system, etc.
‒ H/W: reinforcing computer, projector, smart board, floater, server, workstation, Quadcopter drone,laser printer, movable mic, etc.
‒ S/W: ArcGIS Desktop, ZW CAD, QGIS, Auto CAD, etc.

7. Projects for Land Informatization
7.1. Bim Saviya project7.1.1. Overview❍ In order to overcome the shortcomings of land fraud caused by the existing deed system and toefficiently manage the land, a new Land Management Act (Act 21 of 1998) was enacted in 1998 andapplied throughout the entire land, such as land registration and transaction and so on❍ The Sri Lankan government has implemented a title registration system for five regions with thesupport of Worldbank (USD 5 million) for the “Land Titling and Related Services Project” (2002–2004)❍ Establishment of digital land information system through computerization of land information andregistration

7.1.2. Project Objectives❍ Induced title registration system from existing Deed system❍ Secure land ownership reduces social and economic costs such as land disputes and lays thefoundation for individual and national economic development❍ Build a complete database for efficient management of the country❍ Digital system construction using land information

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7.1.3. Project Scope❍ Issuance of Title through the role between the Ministry of land and Parliamentary Reforms, SDSL,
Land Settlement General, and Department of Land Registrar General's: Surveying is conducted by
the Survey Office (SDSL), and ownership investigation is conducted by the Land Settlement
Department. After the owner is confirmed, the Title is issued by the Department of Land Registrar ’s
General. Once title issued, the Title certificate can be reissued and changed information through the
Department of Land Register’s General

7.2. Land Titling and Relate Services Project
7.2.1. Overview❍ The project was funded by the World Bank for the Ministry of agriculture, Livestock, Land andIrrigation, with a budget of $ 6.78 million and pilot project for land registration based on a survey ofthe land settlement department, SDSL and the Department of land registrar's General. The project
began in 2001 and was carried out for three years, ending in December 2004
7.2.2. Project Objectives❍ The project, supported by Worldbank's “Learning and Innovation Loan”, monitors the long-termsocioeconomic impacts of landowners' land registration, develops capacity for land administration
agencies throughout capacity building of agencies and develops legal and institutional frameworks
for the Sri Lankan government❍ Development of support land registration methodology to exercise system functions related to land
administration
7.2.3. Project Scope❍ Improve the efficient management of land records, maximize the function of the Title Registry,
minimize title registration time and costs❍ Improve legal frameworks and develop the required organizational framework and ability to support
land management systems, including program planning and project management, organizational
development and policy and business development❍ To this end, in conjunction with the Land Settlement Department, SDSL and the Department of land
registrar ’s General for an integrated approach to title registration in pilot projects

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Ⅲ. Object Project Analysis

7.3. Capacity Development Project for Creating Digital Elevation Model
Enabling Disaster Resilience
7.3.1. Overview❍ Sri Lanka is heavily affected by climate change and natural disasters such as floods and landslides.
According to the Sri Lankan Disaster management center, flooding is the most dangerous natural
disaster that causes thousands of casualties and road losses every year
❍ Sri Lanka established the “Srilanka Disaster Management Act” in 2005, laying the foundation for asystematic management and prevention of natural disasters❍ The Sri Lankan government has officially requested the Japanese government (Japan International
Cooperation Agency) to create a digital elevation model through LiDAR surveying technology toprevent natural disasters (USD 6 million, 2015. 02. ~ 2017. 01)
7.3.2. Project Objectives❍ The purpose of the project is to create a digital elevation model and transfer the technology to
produce a digital elevation model and thematic map that using it
7.3.3. Project Scope❍ LiDAR surveying and produce digital elevation models for Colombo, Gampaha, Nuwara Eliya,
Kegalle, Kandy, and Badulla districts❍ Training and evaluation of LiDAR data processing and thematic map production technology for
SDSL and related organizations

7.4. Digital Topographic Mapping Project for Reconstruction of Northern
Region7.4.1. Overview❍ Sri Lanka faced urgent issues such as landmine rebuilding and infrastructure rebuilding in thenorthern provinces after the end of the civil war in 2009
❍ To this end, the Japanese government (Japan International Cooperation Agency) produced aerial
thematic maps of the northern provinces and provided data for reconstruction of postwar cities (USD
7.6 million, 2010. 02 ~ 2012. 01)

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7.4.2. Project Objectives❍ Taking aerial photographs of the entire northern provinces of Sri Lanka❍ Produce 1:10,000 scale thematic map in Mannar and Jaffina District❍ Transfer of digital thematic map production technology using aerial photographs
7.4.3. Project Scope❍ Production of digital thematic map‒ Aerial photographic survey of 9,000 km2 in the northern provinces‒ Create a 1: 10,000 scale thematic map of 2,000 km2 in the Mannar and Jaffina Districts of theNorth Region❍ Technology transfer‒ Training technics for related officials in SDSL and related organization for GPS photo control❍ point surveying, leveling, field identification, supplementary field verification, digital
photogrammetry(digital aerial triangulation, digital plotting), GIS structuring, and map
standardization.

8. Implications
8.1. Land and Spatial Information DB Aspect❍ Computerization of Old Survey Plans is urgently needed to conform to Sri Lanka's unified SLD99
coordinate system, but in the case of Survey Plans manufactured prior to 1999, a methodology thatcan be converted and integrated into a unified coordinate system must be established as a result ofsurveys using old or provincial temporary control points.
❍ To overcome this in a short period of time, we need to establish a methodology to unify the Old
Survey Plans into the SLD99 coordinate system by utilizing high-resolution satellite orthoimage fornationwide.
❍ In the construction and utilization of land information, a land data model that can satisfy both thecreation, management, joint utilization and land administration of land information must be
established, and a data model that is considered as a key data of the national spatial information
system in conjunction with buildings and roads.
❍ Currently, buildings and roads in Sri Lanka's major municipal councils are not under unified
management due to the diversity of the managing bodies, and are a major stumbling block to thedevelopment of a macro-economic framework to secure tax revenue.

206

Ⅲ. Object Project Analysis❍ Therefore, not only buildings and road information in major municipal councils, but also commonbased data should be established to share the information by the managing body. Based on land
information, spatial/attribute information of buildings and streets should be integrated and managed.
❍ The competitiveness of national spatial information should be secured through preemptive
deployment of data based on the current survey and national spatial information infrastructure in Sri
Lanka.
❍ The competitiveness of national spatial information through preemptive deployment of the underlying
data should be met not only by computer systems and infrastructure for joint utilization of data, butalso by survey infrastructure for continuous updating and managing of spatial data simultaneously.
❍ Although Sri Lanka is planning a CORS network to secure a national level survey infrastructure, it
should expand it to a global CORS network as it operates only in the Western Province region on a
trial basis, thereby ensuring competitiveness only when the latest survey technology is introduced aswell as efficient utilization of survey equipment.

8.2. Task and Application System Aspect❍ Information sharing between Sri Lanka's land-related organizations (LSD, LUPPD, etc.) is not
smooth, and offline-based information sharing system is raising the need for delay and improvementof public service.
❍ As the performance of land survey is collectively managed by the Central Institution (SDSL), thework performance and process is under heavy load, and the proper distribution of work is required by
district offices.
❍ There is not enough cadastral information sharing systems in use, and the operating infrastructure of
the system is very poor (e.g., it takes approximately 1 minute for the tablet registration to display awritten map via LIS).
❍ Since spatial information such as buildings and roads that are required for sharing and use ofcadastral property is not distributed, the degree of cadaster is very limited (which does not serve as amulti-purpose cadastral property).
❍ Land segmentation results carried out by private surveyors in the Bim Saviya region are being
submitted to the District Survey Office directly, costing a lot of money and time.

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Sri Lanka LAS & LISS Project F/S Service❍ In case of division of private property within sporadic districts, the problem of coordinate system
conversion is expected when surveyors upload the results of the private land split survey to thesystem in the future using individual coordinate system.
❍ As there is no link between system operated by relevant agencies, the information distribution isinefficient, and the system linkage is required.
‒ Adequate link between ICTA's e-LG system and the SDI infrastructure‒ Linkage of Land Information with the Provincial Land Management System (eSLIMS) of DoLCG‒ System linkage between SRIMS and TLDMS in SDSLCapabilities is enough to perform project and O&M through experiences in a number of national
informatization projects.

8.3. ICT Infrastructure Aspect❍ Existing System Facility‒ Although the facility improvement work was carried out in parallel with the construction of theLand Information System (LIS) through ICT companies to supply the internal private network of
the Survey Department of Sri Lanka (SDSL), the current state is extremely underutilized as a Main
Data Center for the operation of the land information system due to insufficient space area andenvironmental conditions.
‒ Fiber Optic cable (16 cores) for SLT's rental network is being supplied with LGN 2.0 as a core
only, but redundancy is required to improve stability.
‒ Currently, it is necessary to utilize a separate space adjacent to the environment and facilities of
the Intermediate Distribution Frame (IDF) room level of the large building as an equipment roomand operating room of the new system.
‒ Nevertheless, it is necessary to take countermeasures to prevent disruption of operation services
during the facility improvement construction period.
❍ Provincial Office‒ Located in nine states listed in the Project Concept Paper (PCP), the Provincial Office performs
only local personnel and administrative management tasks, but is not relevant to the actual survey
and has no infrastructure for the configuration of the computer room or the server room.
‒ Among provincial offices, District Survey Office is provided with LGN 2.0, a government
administrative network, and offices are connected to local nodes via optical cables, which aresuitable for long-term integration.
‒ Simultaneously provided Sri Lanka Telecom rental network is provided by Asymmetric Digital
Subscriber Line (ADSL) to the east and north, although SLT rental network is provided throughoptical cable for offices located on the west coast of the metropolitan area due to large regionalvariations.

208

Ⅲ. Object Project Analysis‒ Nevertheless, the government network provided by wireless network is installed without
measuring/reviewing coverage, so the reception rate is low locally and the available area is alsousing the network through a separate receiver, causing some points of failure.
To improve the environment of provincial offices, the government network is being streamlined(internal private network) and some old operating equipment is considered to be replaced.

8.4. Management and response measures for successful execution❍ Since the establishment of a unified coordinate system, the establishment of integrated land
information including spatial/attribute information of buildings and roads, and the introduction of
the latest survey equipment and technology using the CORS network, experts of the relevant fields
must be dispatched to carry out and supervise the project thoroughly.
❍ In addition, since the results of land division should be submitted online to reduce the cost and time,solve the problem of coordinate system conversion that may occur when updating survey results
using a unified coordinate system, and share data by linking the related agencies, the redundancy ofthe network is necessary to improve the stability of the system to be built through the user-oriented
project, and some measures to prevent the system from being replaced during the facility
improvement period.
❍ Once the project is completed, we expect the following improvements to be made:‒ The sharing of information among land-related agencies to be more active‒ Online-based information sharing system reduces business delay‒ Expect to see a significant improvement in public service

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Sri Lanka LAS & LISS Project F/S Service210

Ⅳ. Analysis of Similar Previous Projects

Ⅳ. Analysis of Similar Previous Projects
1. Examination and Analysis of Similar Projects
1.1. Advanced Case of Cadastral (Land) Digitization and Management System
1.1.1. Digitization of Cadastral Terrier❍ Background and Purpose of Digitization of Cadastral Terrier‒ To accurately and quickly obtain land ownership information to secure the basic policy data forpreventing real estate speculation and stabilizing land prices‒ To digitize land register as part of the priority projects of the first national administrative computer
network, thereby providing online services nationwide and revolutionize public services‒ To set up a digital cadastral system for all lands across the country and a comprehensive land
information network, thereby laying the groundwork for the real name registration system for realestate properties for stabilization of land prices and prevention of speculation❍ Process and Description of Digitization of Cadastral Terrier‒ The purpose is to digitize land register data on 35 million parcels nationwide and to set up andoperate the National Land Information Center, which integrates the digital registration data on 43
million residents from the Ministry of Interior and digital data on the officially assessed land pricesof 26 million parcels from the Ministry of Construction and Transportation.
‒ Digitization of land (forest land) register began in 1976, and online services were launched in 1990.

※ Source: Chae Gyeong-seok 2001, A Study of Cadastral Digitization and Direction of
Development[Table Ⅳ-1] Process of Digitizing Land Records in Korea

Stage

Description

Preparation(‘75~86)­ Creation of land (forest land) register card
­ Organization of list of resident registration numbers of landowners­ Organization of units used to indicate area and convert into metrics­ Organization of existing data

Stage 1­ Introduction of city, provincial and central computer systems­ Input of land (forest land) register information

Stage 2

­ Securing of a digital organization and establishment of a digitalcommunications network­ Software development and data organization

Setup(‘82~90)211

Sri Lanka LAS & LISS Project F/S Service

Stage

Description

Stage 1­ Online services provided nationwide­ Abolition of land (forest land) register card system­ Supplementation of new program creation and application softwarefeatures

Stage 2

­ Replacement of the main computer system (Ticom -> Domestic computer
system)­ Data set up in si/gun/gu (city/county/district) offices through comprehensive
administrative digitization of si/gun/gu offices­ Data conversion for si/gun/gun offices(C-ISAM --> RDMS)

Operation(‘90~)

1.1.2. Digitization of Cadastral Maps

❍ Background and Purpose of Digitizing Cadastral Maps
‒ Overcome the inefficiency of land management caused by cadastral terrier-centered informationthat is separate from the cadastral maps and improve public services‒ Need to digitize cadastral maps and ensure accuracy of the cadastral maps because a variety ofthematic maps need to be produced based on cadastral maps and cadastral maps need to be
attached to many civil documents‒ Need to digitize cadastral maps in order to effectively provide public services such as retrieving
and issuing cadastral maps and copies thereof, which take too much time and manpower due to theinsufficient digitization of cadastral maps, even though the land (forest land) register has been
digitized❍ Process of Digitizing Cadastral Maps
‒ Pursue integration of cadastral terrier and maps through digitization of cadastral maps because
separate digitization of the land register and drawings has led to inefficient land management‒ Set up a database of 720,000 cadastral and forestry maps between 1998 and 2000 by digitizing
cadastral maps as part of the 1st National GIS Project❍ Method of Digitizing Cadastral Maps
‒ Apply the digitizing method or scanning method based on the preservation state of the drawings‒ Digitizing is a method of creating a computer file using a coordinate reader to obtain the boundary
points of each parcel when the drawing is severely damaged‒ Scanning is a method of creating a computer file by generating an image file of the drawing using
a flat scanner and performing vectorizing when the drawing is in relatively good condition212

Ⅳ. Analysis of Similar Previous Projects
1.1.3. Establishment of PBLIS23❍ Background and Purpose of Establishing PBLIS‒ A spatial information system was established for the purpose of promoting the use of cadastral
maps in accordance with the first master plan for the national GIS and the project was completed
for 254 si/gun/gu nationwide from 1996 to 2002.
‒ Because there was an urgent need for digital cadastral data in various fields requiring land
information, unit cadastral map information and attribute data built individually to meet suchdemands were integrated.
❍ Description of PBLIS‒ A project to set up a system that integrates the results of the cadastral map digitization projectaiming to digitize the existing cadastral (forest) maps with the land (forest) register, i.e. graphic
and attribute data
1.1.4. Establishment of LMIS24❍ Background of Establishing LMIS
‒ Eliminate inefficiencies in land administration in relation to regulations on land ownership,transactions and usage, development, and management handled by local governments caused bycomplex and analog processing‒ Provide accurate land information, improve the productivity of public servants concerned, andprevent wasting of money caused by redundant development of information systems of multiple
local governments‒ Set up a comprehensive information system that can organically link land-related tasks prescribedby individual statutes and systematically integrate and manage spatial, attribute and legal data
related to land so as to allow swift acquisition of accurate information necessary for establishing apractical land policy❍ History and Establishment of LMIS
‒ For LMIS, various zoning maps were created based on the cadastral maps that have been edited byusing serial cadastral maps in combination with topographic maps and then they were integrated
with attribute and legal information.
‒ Since 1998, the comprehensive land information network project was completed in 2005 through apilot project in Nam-gu, Daegu and a project to disseminate the network.
Source: MOLIT National Spatial Information Center, 2013

23 PBLIS: Parcel Based Land Information Syste
24 LMIS: Land Management Information Syste

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Sri Lanka LAS & LISS Project F/S Service[Table Ⅳ-2] History of LMIS

Category

Year

Target area

Pilot project1998

Nam-gu, Daegu

1st dissemination
project

1999

12 si/gun/gu incl. Gangnam-gu, Seoul

2nd dissemination
project

2000

4 metropolitan cities and provinces (Seoul, Busan, Jeollabukdo Province, Jeju-do Province) and 56 si/gun/gu

3rd dissemination
project

2001

5 metropolitan cities and provinces (Daegu, Gwangju, Daejon,
Jeollanam-do Province and Gyeongsangnam-do Province) and58 si/gun/gu

4th dissemination
project

2002

3 metropolitan cities and provinces and 32 si/gun/gu

5th dissemination
project

2003

3 metropolitan cities and provinces 42 si/gun/gu

6th dissemination
project

2004

1 metropolitan city/province and 1 si/gun/gu

Note‒ LMIS was promoted as part of the following five strategic projects:
 Improve the institutions such as the related laws, regulations and guidelines for making a transition

from the existing analog technology to digital information technology
 Set up spatial information infrastructure such as basic land data necessary for local governments tocarry out land administration
 Apply open component technology due to the use of different software, hardware and operating

system platforms by local governments
 Establish cooperative partnerships to digitize the land administration tasks performed by various

departments
 Cultivate a digitization mindset such as providing education and training to system users
1.1.5. Development of KLIS25


Background of Establishing KLIS

‒ Enhance work efficiency by improving the convenience of system operation by integrating the
PBLIS of the Ministry of Interior for carrying out the existing cadastral services and the LMIS of
the Ministry of Construction and Transportation for land services‒ Ensure data integrity through integrated management of cadastral map database‒ Improve the efficiency cadastral- and land-related civil services by enabling online services
through nationwide operation of KLIS following the establishment of the foundation for online
issuance services

25 KLIS: Korea Land Information Syste

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Ⅳ. Analysis of Similar Previous Projects❍ Characteristics of KLIS
‒ Integrate the PBLIS and LMIS and unify the functions of the road name and building number
management systems that have been developed in structurally different ways across the nation‒ Build attribute data pertaining to land characteristics, officially assessed land prices, the history ofreal estate agents, etc. and spatial databases of topographic maps, cadastral maps, serial cadastralmaps, zonings, etc. in one integrated server‒ The composition and functions of KLIS are shown in the following table:[Table Ⅳ-3] Composition and Functions of KLIS

Category

FunctionsCategory­ Land transactions management­ Development burden charges
management
Land­ Real estate brokerageadministration
management­ Management of officiallyassessed land prices­ Land acquisition by foreigners­ Land alteration management­ Cadastral surveying test
Cadastral records ­ Cadastral (general)management­ Cadastral statistics and policy
information­ Cadastral map management

Cadastralsurveying

Functions­ Triangulation surveying andsupplementary triangulation point­ DXF file database registration
Databasesurveying
management ­ Shape file conversion­ Topographic control surveying­ Database consistency check­ Detail surveying

Preparation of ­ System support (environment
setting)cadastral­
Survey plans and result ofsurveying results
cadastral surveying map

Serial and­ Serial/editing map organization
editing map ­ Automatic serial/editing map
management
organization

Road namemanagement­ - Road and building management­ Building and road namemanagement

Zoningmanagement­ Search and history management­ Preparation and editing of zoningmaps

Land-related
civil­ Cadastral- and land-related civil
application processing
application
management※ Source: Ministry of Construction and Transportation, (2006), KLIS Dissemination Project Completion Report❍ Composition of KLIS
‒ The system architecture, application system architecture, data model, etc. of LMIS forming thefoundation of KLIS were proposed, and an open architecture was designed because each local
government used a different type of server, application, and software.
‒ The GIS engine was designed as a 3-tier hierarchical system consisting of clients, application
servers, databases, etc. while enabling the use of the existing GOTHIC, SDE, and ZEUS.
‒ The application servers consisted of Web Server, Edit agent, and Map agent.

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Source: Korea Research Institute for Human Settlements, 2007
[Figure Ⅳ-1]


Effects of Establishing KLIS

‒ Digitization of land-related administrative services of local governments resulted in cost reduction
and improved reliability thanks to efficient administrative processing of land-related tasks.
‒ Rational decision-making was enabled thanks to the distribution of various land-related
information via the network, which allowed comprehensive search and retrieval of necessary
information for reference.
‒ Cost reduction resulted from preventing redundant investment by eliminating redundant
production and management of data.
‒ It greatly reduced amount of time required for civil services such as issuance of civil documents
related to public services and simplified the administrative procedures by connecting them via thecomputer network.
1.1.6. KRAS
Background of Establishing KRAS (Korea Real Estate. Administration Intelligence System)‒ 18 types of official real estate books were in use, so applicants had to individually request for theissuance of the documents necessary for approval/permits/licenses via various issuance channels(websites and desks)‒ The 18 types of official real estate books managed under the comprehensive official real estatebook system (cadastral, building, land use, etc.) were integrated as one to promote administrative
innovation and public convenience216

Ⅳ. Analysis of Similar Previous Projects‒ KRAS is a system that manages real estate-related books (cadastral, land, prices, etc.) in an
integrated manner, collects and builds information on buildings and registration rights for joint use
in administrative procedures, and issues comprehensive real estate certificates for the people.

[Figure Ⅳ-2] Overview of KRAS

❍ Description of KRAS
‒ KRAS has been in operation since 2014 in 17 metropolitan cities and provinces and 228 si/gun/gu
in Korea.
‒ KRAS was established from 2011 to 2015, and the details thereof are shown in the following
table:※ Source: MOLIT, (2016), KRAS Maintenance, Management and Operation Support Services
Completion Report[Table Ⅳ-4] KRAS Setup

Category

Total

Budget (KRW)

26.39 B

Integration-

Stage 1

3.2 B

6.2 B

11 types[cadastral (7 types) +building (4 types)]

Stage 2

Stage 3

Stage 4

Stage 55.89 B

3.63 B

3.56 B

3.91 B

18 types[register (3types)]

Encryption of
personal
information

15 types [land (1 15 typestype) + prices (3 [information
types)]
convergence]

Effects of KRAS

‒ It helped simplify unnecessary administrative documents and reduced the burden on the public byproviding services to allow people to view comprehensive real estate books and be issued related
documents/certificates in an easy and convenient manner.
‒ It helped ensure the reliability of the new real estate information service system by supporting themaintenance, management and operation of a rapid and accurate comprehensive real estate booksystem.
‒ It enabled integrated management of information on real estate, thereby greatly simplifying theadministrative procedures of local governments serving the public on the frontline, reducing
processing time and eliminating redundant tasks.

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Sri Lanka LAS & LISS Project F/S Service‒ It helped ensure security of personal information included in the real estate books which areimportant official registers for managing the property rights of the people.

1.2. Analysis of Similar ODA Projects Concerning Cadastral and Land
Administration of Developing CountriesPrevious projects that are similar to the establishment of a land information system in Sri Lanka
were examined to use as reference for implementation of the to-be model of this project and toreflect the experience and knowledge gained from the project to be reflected in the project
implementation.

1.2.1.Project for Establishment of Land Information Management System in Kyrgyz Republic

1) Purpose and Scope

The purpose was to contribute to sustainable national land management and economic
development through modernization of the Kyrgyz Republic’s cadastral system and related
capacity building and to provide consulting to improve the cadastral system by dispatching experts
capable of ISP development from Korea and analyzing the current status of the current system aswell as education and training on project-related administration and GIS, thereby developing thecapacity to set up a cadastral system.

The project areas were the Directorate of Cadastral Registration (DCR) of the State Registration
Service (SRS) of the Kyrgyz Republic as well as one Bishkek local registration office (LRO) andtwo Chuy regional registration offices (LROs).

The scale of the project was USD 4 million including PMC service fees of USD 700,000 and PC
service fees of USD 3 million. The PMC project period lasted from December 28, 2015 to March
27, 2018 (27 months), and the PC project period lasted from February 16, 2016 to February 15,
2018 (24 months).



The scope of the project included the establishment of an information strategy plan (ISP) for midand long-term land informatization of recipient country, local training and training in Korea tobuild the capacity of public servants in the recipient country, and overall project management. On
the other hand, the scope of the PC project was development of a comprehensive land information
management system and pilot operation thereof at three local registration offices (LROs) of the
DCR intellectual countries such as Bishkek, Ysyk-Ata, and Sokuluk, surveying and georeferencing in Jalal-Abad and Batken as well as equipment installation and operation.

2) To-Be Model

For the comprehensive land information management system, a switch was made from the existing
C/S method to a web-based method, with the main services consisting of service web portal,
business web portal, spatial data editing system, data transmission service, data connection service,
and map service.

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Ⅳ. Analysis of Similar Previous Projects
Hardware was designed to be three tiers (web servers, application servers, database), with eachserver made redundant to ensure stability. In addition, it was designed to enable horizontal
scalability, and a backup server was added to allow data recovery in the event of system failure.
For communication between the DCR and LROs, virtual private network (VPN) and a security
solution involving the use of firewalls were applied.

The software used is Tomcat for the web server, O2Map Server Engine and JVM for the GIS
server, and Tibero for the database server.

3) Implications
When it comes to establishing a comprehensive land information management system, the seriesof processes for establishing an ISP based on an analysis of the current status and setting up a land
information system is similar to that of this project; however, the matters concerning the electronic
payment settlement system, user authentication system, real estate information linking system, andsetup of serial cadastral maps differ from this project.

1.2.2.Project for Establishment of Land Resources Management System in Turkmenistan


The Ministry of Agriculture of Turkmenistan allocated the budget for the purpose of boostingproductivity through efficient management of agricultural-related lands and systemizing various
development plans. The project was conceptualized for the purpose of modernizing land
management in relation to agriculture by purchasing and installing the hardware and software as away to set up a computer system for the capital and each of the 5 velayats, purchasing satellite
imagery of Turkmenistan farmlands (30,000㎢), and conducting a land registration pilot project(Ruhabat) near the capital.

1) Purpose and Scopea) Purpose❍ The purpose was to create digital cadastral maps of agricultural irrigation canals and arable lands
found throughout Turkmenistan using satellite imagery and manage them on a computer system,
thereby contributing to the modernization of agricultural land management and ultimately improving
agricultural productivity.

b) ScopeSupply and install equipment (satellite imaging, computer hardware, software, vehicles, GPS,etc.), develop a digital management system for agricultural infrastructure, farmland andagricultural production information, and install a communication system between velayats andAshgabat

Run a pilot project to prepare an agricultural map of Ruhabat etrap in Ahal Province using GIS
technology

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Sri Lanka LAS & LISS Project F/S Service
Provide satellite imagery of 30,000㎢ of agricultural lands and related facilities in Turkmenistan

Administer education and training on various operations such as GPS surveying, digitization andland information management system for pilot project area

2) To-Be ModelThe main features of the land resources management system are synchronizing data between themain center and remote centers, interconnecting GPS for field surveys, editing collective farms,
parcels and buildings, checking for and correcting errors regarding parcels, and producing various
statistical data, and these features were developed based on ArcGIS Desktop.



As for the aspect of building data, satellite images and digital maps were included in the system sothat they could be used on the land resource management system. In addition, the Soviet Union’s
1:200,000 raster topographic map data were purchased and included in the system. Plus, a GIS
database structure was implemented in order to build basic GIS data and land resources datanecessary for using the land resources management system, and the digital maps created based onhigh-resolution satellite images of the pilot project area were included in the system.



As for infrastructure establishment, GIS/DB server, data server and backup server were set up at
the main center of the Ministry of Agriculture of Turkmenistan, which was the recipient entity,
while GIS/DB and backup servers were set up at five data centers in the target areas. Workstations
and output equipment (plotters and printers) were set up at the main center and provincial data
centers for system operation.

3) Implications


The project on the establishment of a land resources management system in Turkmenistan
involved the development of system features based on ArcGIS desktop, whereas the land
information system concerned in this project involves the establishment of a system development
plan using open source GIS software.



In the case of the land resources management system establishment project in Turkmenistan, theuser manual and system management were provided at the same time as system delivery forcollective education. In this project, a course for system familiarization and training on system
operation is also included in the education and training program.

2. Implications❍ Korea sets National Informatization Strategic Plan, and establishes detailed mid to long term plansand proceed the plans in steps.
‒ For Korea to construct Land Information System, ① Establish basic plan (Master Plan), ②
Establish law and system, ③ Proceed in steps according to detailed plans220

Ⅳ. Analysis of Similar Previous Projects
 Revision of related laws such as cadastral law and enforcement (1975) ⇨ Land and forest ledger

maintenance (Transform to card ledger; 1976-1980) ⇨ Land and forest ledger computerization (19801984) ⇨ On line service of land and forest ledger (1986-1990) ⇨ Research on computerization ofcadastral drawing (National Computerization Agency; 1990-1991) ⇨ Cadastral drawing
computerization experiment project (Changwon-si; 1990-1992) ⇨ Cadastral drawing computerization
pilot project (Yuseong-gu; 1993-1994) ⇨ Cadastral Reinvestigation Project Plan (1995) ⇨Establishment of Parcel Based Land Information System (PBLIS) (1997-2000) ⇨ Cadastral drawing
computerization project (1998-2002) ⇨ Establishment of Korea Land information System (KLIS)(2003-2005) ⇨ Establishment of National Spatial Data Infrastructure (NSDI) (2008-2010) ⇨Establishment of Korea Real Estate Administration Intelligence System (KRAS) (2011-2015) ⇨ Real
Estate Administration Information (KRAS) Unification Service‒ Construct long term plan and receive feedback through inspection in steps, reflect and optimize inthe detailed plan.
 Maintain continuity, sustainability, and consistency of the project through endless self-reflection andinspection.


As a result of analyzing aid projects for cadastral and land administration in developing countries‒ Generally, developing countries were facing difficulties in proceeding plans in stages with longterm plans The problems were caused by budget and human resources limitations in developing countries
 Therefore, it is recommended to establish a Master plan and Road map in a medium-term perspective

and inspect the process through Mile stones.


Recommended to develop centralized information system and maximize the advantages throughthe process.

‒ Development and proceeding of centralized information system prevents duplication of budget
investment and waste of human resources and time by maintaining business continuity,
sustainability and consistency.
 Implementable on the basis of standardization of business process, data and service throughimprovement of laws and systems
 However, additional functions / tools such as <Unstructured Statistical Analysis Tool> are needed

due to the relatively limited degree of freedom of the system.


It is reasonable to develop centralized information system at the government level for preventionof duplication of budget investment, waste of human resources and time.



After the system is stabilized and sufficient data has been accumulated, it is proposed to establish
and spread a decentralized Urban Information System (UIS) in stages, reflecting the characteristics
of each municipality.

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222

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

Ⅴ. To-Be Model of LIS and Project Implementation Plan
1. Establishment of Vision for LIS
1.1. Establishment of Future Vision
Establish the future vision of Sri Lanka’s Land Information System (LIS) by deriving corevalues based on an analysis of the current status of Sri Lanka and the target project andcombining the keywords that describe the core values.



The implications through current status investigation and target project analysis are linked asfollows:[Figure Ⅴ-1 ] Connection Between Current Status Investigation and Target Project

By analyzing the connections between the results of the current status investigation and thetarget project, it is possible to achieve the macroeconomic framework pursued by Sri Lanka
based on the LIS, and this will act to drive forward international competitiveness and national
information value innovation through land information.



The keywords for deriving the core values of the future through Sri Lanka’s LIS obtained in theprocess of analyzing the results of the current status investigation and the target project were
diverse such as 「 land information, national land information, spatial information, land
administration, land information system, land transaction, joint use, NSDI, data infrastructure,
financial soundness, macroeconomics, international competitiveness, digital economy, economic
revitalization, etc.

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Sri Lanka LAS & LISS Project F/S ServiceThe core values represented by the keywords are as follows:① Seamlessly construct land information② Raise the efficiency of land administration through land information③ Enable joint use of land information④ Re-engineering Government through joint use of land information⑤ Promote land transactions through land information⑥ Innovate land value through the promotion of land transactions⑦ Strengthen the competitiveness of Sri Lanka on the international stage through land value innovation



The future vision of the Sri Lanka LIS through the diverse keywords and core values has been
derived as “Innovate the Value of Land Information through a Land Information Management
System.”[Figure Ⅴ-2] Future Vision of LIS

1.2. Improvements and Key Tasks

In order to achieve “land information vale innovation through a land information management
system,” which is the future vision of Sri Lanka LIS, matters requiring improvement were
derived based on issues derived from implications of the target project.

Improvements were derived as follows for the aspects of land administration, land information
digitization, data sharing and information utilization, and organizational environment.

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Ⅴ. To-Be Model of LIS and Project
Implementation Plan
[Table Ⅴ-1] Matters Requiring Improvement

Area

Type

Matters Requiring Improvement
 Need to understand how land administration work is handled among the related

Processing

Landadministrationagencies Minimize registration and processing period by omitting and simplifying thegazette procedure Standardize and unify documents that need to be filled out and simplify
signature/seal items
 Need a unified system of managing information on state-owned and privatelands
 Eliminate difficulties for people to visit Divisional Secretariat or LSD, MC, orLand Registry in person to submit civil applications
 Resolve the issue where only certain institutions can apply for surveying
directly to SDSL (SDSL), while other organizations must apply through theDivisional Secretariat which increases the time and cost required forprocessing
 Eliminate the difficulties in land administration and social costs incurring fromthe combined use of the deed and title systems; digitize the registeredownership information and continually update the information to improveaccuracy Link the systems used by other entities to lay the groundwork for sharing data Eliminate inefficiencies resulting from redundant tasks such as uploading data
online and preparing and sending documents offline
 Eliminate difficulties in searching, retrieving, storing, and managing vastmaterials in library (substantial increases in documents that need to be
managed each year) Need measures to counter the risks of loss and damage of important datacaused by natural disasters such as flood, earthquake, fire, war, etc.
Data
 Address the issue where survey maps from the 19th century with considerable
management
historical value are being continually contaminated, etc. due to inadequate
management
 Eliminate difficulties in expressing and managing various cadastral attributes(buildings, roads, etc.)
 Eliminate difficulties in managing information on private lands
 Most of the cadastral information digitization projects have not been

Digitization

completed (80% of the scan work on the old plan completed)
Digitization  Eliminate difficulties in linking entities through a network
 Eliminate difficulties in scalability and recycling due to the use Windowsbased DBMS and servers
 Reduce work hours spent on data inquiry through data digitization

 Establish a unique key system to share and utilize land information (graphs andDataattributes) on Sri Lanka
Data sharing
management  Need to secure a unique key assignment system based on title numbers: Korea
has 19-digit PNU (Parcel Number Unit), which enables nationwide land
information inquiry, management, provision and linkage

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Sri Lanka LAS & LISS Project F/S Service

Area

Type

Matters Requiring Improvement
 Create an environment where people can easily recreate and process the landDatautilization

information they desire online
 Minimize redundant work and maximize information sharing and utilization by
establishing and operating an integrated land information management systemat the national level Need a system for determining the exact locations of individual lands on the

Information
utilization

deed, similar to the lot number on title certificates Need to devise measures to provide information in the form desired by the
Information
institution user because land information is used by multiple government
departments and institutions
 Secure measures to share information on private lands with local authorities(MC)
Processing

 Create a platform for relevant entities to request, analyze and share data forland information sharing Address the lack of manpower for digitization of national land informationeven though there exists an IT department that specializes in managing systems
and infrastructure
Organization  Need professionals with the knowledge of the process of establishing the
manpowernecessary system for national land information digitization project who canoperate and manage such system
Organization
 Resolve issues concerning the existing professionals failing to adapt to or
environment
being disinclined toward digitization
 Need to obtain land information including information on water supply andDivision of
roles



sewerage, buildings and facilities on private lands managed by the local
authorities (MC) and to establish a plan for managing the data needed by the
local authorities (MC) in order to share and utilize the land information at thenational level

The core elements and key points that should be considered first in relation to the mattersrequiring improvement were derived, and based on this, the preliminary tasks and key tasks were
defined.

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Ⅴ. To-Be Model of LIS and Project
Implementation Plan
[Table Ⅴ-2] Preliminary and Key Tasks

Area

Key elements and focus
 Because the processes are spread across multiple institutions, the time it takes toProcessing
procedure andtimecomplete processing is prolonged due to the delays in receiving, authorization,
notification processes, etc. Also, notifications are sent manually to each other, and thisresults in many types of required documents and increased wait time for the following
procedure In Sri Lanka, it is difficult to apply the unique key system that allows the user to searchParcel-based
database setup
andmanagement

across the parcels across the whole country together at once. In Korea, the unique key
system is applied through the address (lot number) system, but in Sri Lanka, all theparcel information is managed internally in the SDSL based on the application number.
Ultimately, a separate (temporary) item must be established to apply the unique key, but
it will difficult to raise public awareness of the new system. Therefore, it is essential toprepare a unique key system that utilizes the current title numbering system.

Real-time
information
update andsharing From the policy aspect, there is a need for an information update system that can accept

Organization,
capacitybuilding andtraining As for the organizational environment, professional manpower is important for ongoing

requests from information users (institutions) and provide the requested information as
quickly as possible so that the information generated by each agency can be used byother government departments.

maintenance of the new systems and infrastructure. There is a need to establish a generalmanagement organization for sharing and using land information at the national level.
Preliminary and Key Tasks
Preliminary tasks

Key tasks
 Digitize national land data Construction of GIS-based cadastral and surveying

information management system Construction land administration system for land
administration support
 Construction an Internet-based cadastraladministrative service system Development of system for linking institutions thatneed to share land information
 Need cadastral database modeling that reflects the
Sri Lankan environment
 Strengthen manpower training program that enables
system maintenance rather than training manpower
for setting up the database Provide land administration support andconstruction information service system for
public Strengthen national land management capacity
 Construction national land information integrationand linking system
 Establish a land information system and policy
support plan
 Data standardization
 Construction integrated land management systemwith single channel
 Sustainable update and management system for
integrated DB

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Sri Lanka LAS & LISS Project F/S Service

1.3. Priority Selection

The order of priority among the key tasks for achieving “Land information value innovation
through a land information management system,” which is the future vision of Sri Lanka land
information system, was selected based on the strategic importance of each task and the ease of
its implementation. The priority portfolio for the 8 key tasks is as follows:① Digitalization of national land data
② Provide land administration support and construction information service system for public③ Strengthen national land management capacity④ Construction national land information integration and linking system⑤ Establish a land information system and policy support plan
⑥ Data standardization⑦ Construction integrated land management system with single channel⑧ Sustainable update and management system for integrated DB[Figure Ⅴ-3] Priority Portfolio of Key Tasks

228

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

2. To-Be Model of the Target Project2.1. Overview
The land information system (LIS) of Sri Lanka is divided into two sectors: 1) land information
data and 2) the system for land information management and utilization.



Data sector are parcel data obtained by digitizing the existing Survey Plans and spatial data on
parcels, buildings, and streets for major municipal councils. This sector also includes CORS
Network installation and high-resolution satellite orthoimage production so that data can be built
seamlessly.

The system sector consists of the systematizing the work processes in the land information
production and management process, the administrative system that uses land information, andthe land information service system that allows sharing of land information with related entities.



The To-Be Model for the data and system sectors of the LIS which is to be established throughthis project is as follows:[Figure Ⅴ-4] To-Be Model for the LIS
The To-Be Model for the Sri Lanka’s LIS requires not only an organic relationship between thedata sector and the system sector, but also operating infrastructure to meet the requirements inrelation to the data center and system functions for smooth system operation and services.

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Sri Lanka LAS & LISS Project F/S ServiceAlso, the system should be kept current by continuously updating data, and for this purpose, thenecessary survey and geospatial database construction infrastructure must be in place and therequirements for data construction, system operating organization, and the capacity oforganization members must be met.



Therefore, in order to achieve the To-Be Model for the Sri Lanka LIS, there must be a balanceacross the data sector, the system sector, the operating infrastructure sector, and the capacity
building of the operating organization and its members.

[Figure Ⅴ-5] Infrastructure of the LIS

2.2.To-Be Model for Land and Spatial Information DBThe parcel data of the Sri Lanka LIS consists of graphic cadaster 26 derived using old survey
plans and graphic cadaster extracted from 5cm UAV aerial orthoimages. They are updated as
numeric cadaster27 through the land registration procedure.

Also, in order to express the parcel data on the graphic cadaster, a database of image base maps
composed of 50cm satellite orthoimages and 5cm UAV aerial orthoimages should be built tomaximize the utility of the graphic cadaster.

26

Graphic Cadaster: Land information where parcel boundaries based on the current status of land are graphically expressed invarious methods other than precise direct surve

27

Numeric Cadaster: Land information where land boundaries are set by precise direct survey and the results in relation thereto
are confirme230

Ⅴ. To-Be Model of LIS and Project
Implementation PlanIn order to raise the efficiency of administrative work by improving the land registration rate,applying a system for the relevant entities to share and update the current parcel information, andusing street and building information, the to-be model shall be as follows:[Figure Ⅴ-6 ] To-Be Model for Land and Spatial Information DB

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Sri Lanka LAS & LISS Project F/S Service



The To-Be Model for the database is largely composed of the background map area, the graphic
cadaster area, the spatial database area of parcel, building and streets, and the attributeinformation (parcel, building, and street) area.

First, the background map area uses 50cm satellite orthoimages as the primary image
background map for the entire Sri Lanka and combines 5cm aerial orthoimages for 24 major
municipal councils to be used as the secondary image background map.



The image background map is reprocessed as a tiling structure to ensure ease of management
and service. The tiling structure is to prevent the slowdown caused by image queries such asimage enlargement, size reduction, and movement, etc. made by multiple users.



Second, the graphic cadaster area is set up so as to digitize the old survey plans that are stored
and managed by the district survey offices operating under SDSL in the form of drawings andassign coordinates from the real world in order to provide the parcel boundary informationaccording to the land status as graphical representations. The graphic cadaster is also created in avector format by extracting the parcel boundaries according to the current status of land using
5cm aerial orthoimages for 24 major municipal councils and reprocessing them into cadastral
information through a polygonization process.



Third, the area concerning geospatial information on parcels, buildings and streets is set up by
extracting parcel boundaries, building boundaries and street boundaries from 5cm aerial
orthoimages for 24 major municipal councils and constructing the spatial objects of parcels,buildings and streets in the vector format through a polygonization process.



Lastly, the attribute information in regard to each parcel, building, and street is examined andentered, and through the process of structured editing in which the information is combined withspatial objects, a spatial database of the parcels, buildings and streets each is set up.



The primary spatial database is updated in the form of a numeric cadaster where land survey
performances are confirmed through the land registration process of the land administration
system. Also, CORS-Network is set up in order to enable Virtual Reference Station (VRS)
service throughout Sri Lanka for the purpose of maximizing the efficiency of land survey work.

The aim is to install CORS-Network at 32 locations in other regions aside from Western
Province.



In addition, survey equipment will be provided for Sri Lanka to continuously update its land dataand spatial database on its own so that the land information system can be kept current.

2.3.To-Be Model for the LIS
2.3.1.Objectives of System Development
The government of Sri Lanka aims to manage title registration through the Bim Saviya program.

232

Ⅴ. To-Be Model of LIS and Project
Implementation PlanSDSL, which is in charge of collecting and producing cadastral information in Sri Lanka, isconducting land surveying and digitization through the Bim Saviya Program, a land ownershipregistration program. However, the registration rate is low, and there are problems of illegal land
occupation and inadequate taxation due to unregistered lands.



Accordingly, it has been noted that it is necessary to establish a unified and standardized land
information system to link the land data of government departments and meet the needs for
public services concerning land-related affairs.

In the case of Sri Lanka’s land information system, work concerning title registration, land
division, etc. should be digitized and such should be linked and used by government departments
concerned in land affairs through a computer network. Digitization of land-related processes
must be performed in the direction that serves to improve public services for land-related civil
applications.



Spatial information technology should be introduced so as to pave the foundation to develop it
into a decision-making system that can be used in urban planning and policy by superimposing
and analyzing cadastral maps, streets, buildings, and satellite images, and the goals of systemdevelopment are as follows:‒ To establish a land administration system for the purpose of strengthening the government’s land
administration capacity to protect the people’s rights to land, improve land information services,
resolve related disputes, etc., enhancing transparency and equity, and boosting revenue fromland.
‒ To establish a land information service system that promptly provides land information andimprove public services for civil applications‒ To build a system for preparing cadastral surveying results based on the use of UAV and T/S andmanaging surveying history‒ To build a system that can manage high-resolution UAV orthoimages and superimpose themwith cadastral map‒ To build a system for the Land Settlement Department (LSD), Department of Land
Commissioner General’s (DoLCG), Department of Registrar General’s (DoRG), Survey
department of Sri Lanka (SDSL), and Land Reform Commission (LRC) to link their cadastral
maps and use them jointly together.

2.3.2.Definition of the To-Be Model

1) Current Status of Land-Related Processes in Sri Lanka

Land-related tasks such as title registration and land subdivision work performed by SLSD, LSD,DoLCG, DoRG, Municipal Council, etc. in Sri Lanka were analyzed based on the current laws,
systems, and interviews with the persons in charge. Through this, it was found that setting up an
automated processing system and information sharing system, utilizing integrated information,and improving the supporting infrastructure are necessary.

233

Sri Lanka LAS & LISS Project F/S Service[Figure Ⅴ-7] Implications of Land-Related Processes

2) Direction of the Land Information Service ModelIn terms of updating Sri Lanka’s land data, there are issues with respect to whether the data are
kept up-to-date because the system, in which the spatial and attribute information is updated
after the surveying results are obtained from the field, is not supported by adequate software andthus it takes a long time for the data to be updated. Also, there is a need to improve theadministrative services, due to the absence of a service system that can inform civil applicants
the status of their application (progress of processing).



In the survey aspect, the plan is to introduce a field surveying support system and a surveying
inspection system to drastically improve the accuracy and process of surveying and to make
improvements based on civil complaints by introducing a system of delivering information tocivil applicants so as to enhance the quality of land-related administrative services.

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Ⅴ. To-Be Model of LIS and Project
Implementation Plan
[Table Ⅴ-5] Expected Impacts of Land-Related Improvements

Category

AS-IS

TO-BE

 Difficult to check surveying results in real On-site real-time checking of the surveying

data as they are acquired thanks to the on-sitetime on site
surveying support system Excessive workload because surveying results
 Fast production of accurate surveying maps
are prepared using AutoCAD
Surveyingbased on the surveying results preparation
 Absence of a system to systematicallysystemmanage surveying results Automatic inspection of surveying results
 Visual inspection of most of the survey
based on the surveying performance
results
inspection system There is no completion status delivery system

in DSO after DSO completes surveying in When DSO registers surveying results in the
Bim Saviya area in preparation for title
Bim Saviya area on LAS, LSD isregistration.
automatically notified to reduce waiting time.
Title
registration  LSD visits the block in the Bim Saviya area  When the preparation for title registration is
to complete the survey; there isn’t a systemcompleted, the information is provided to thefor delivering information to the civil
applicant via SMS, etc.
applicant for title registration after thesurveying is completed
 In the case of sub-dividing a private land in acadaster area, the final approval must be When the MC approves of the application for
obtained from the MC and no information is
subdivision, it is automatically reflected in
automatically reflected in the cadastral map
the cadastral map, so that it is always kept up
Sub-division  In the case of sub-dividing state-owned land
to dateof landlocated within a cadaster area, a Divisional
 By LAS, Results of sub-dividing state land
Secretariat surveying is requested and theare automatically registered after from theresults are received but there is no system for
Divisional Secretariat
automatically reflecting the results in the
cadastral map



There is no proper information linking system between entities responsible for land-related tasks
in Sri Lanka, making it impossible for information to be delivered in a timely manner and delays
and wait time are inevitable.



The plan is to set up a system that can improve work productivity by eliminating wait time anddelays through the introduction of an information sharing system for entities performing landrelated tasks. In addition, the latest land information can be searched and retrieved and various
statistical information is visualized in the form of tables, thematic maps, etc. so that it can bepractically utilized for land policy decision-making processes.

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Sri Lanka LAS & LISS Project F/S Service[Table Ⅴ-6] Direction of Improvement for Tasks Performed by Land-Related Entities

Category

AS-IS

TO-BE

 Delays caused by collective updates of

SDSL

 Eliminate delays by distributing cadastral

map updates across regions using the systemcadastral maps within cadaster areas by Improve surveying accuracy andSDSL Poor surveying productivity due to a lack of productivity by introducing field surveying
support system (TOSS) and surveyinga system for surveying data acquisition,
results preparation and inspection system
results preparation, and results inspection
Bolster the prestige a cadastral and spatial
 Provide only cadastral maps that do not
information agency by providing multiinclude buildings and streets
purpose cadastral maps that contain Visual inspection of most of the survey
information on buildings, streets, and land
resultsuse Currently, it often takes more than 50

DoRG

 Improvement of public service by
seconds to check a parcel map via LSD,
Improving public services by boosting theattesting to the inefficiency of the public
parcel map checking speed with a better
services
system server and network
 There is no system for online delivery to Speed up processing speed by sharing
LSD when a title certificate is produced for
information online with related
the first timeorganizations such as LSD, SDSL
 Inefficient because cadastral maps in Bim

LSD

DoLCG

maps online via the LAS
Saviya are provided offline Increase productivity by reducing waiting Lack of delivery system for sharing
time through the sharing of information on
information with relevant entities at various
the progress of each step of the Bim Saviya
stages of the Bim Saviya program
program in real time Lack of a practical system for selecting

targets for land alienation

 Transparent selection of beneficiaries ofland alienation through the system

 In the case of land sub-division, finalMC Boost work efficiency by receiving cadastral

approval is by MC, and information is not
automatically reflected on the cadastral plan.
• The assessment number is not entered in
the cadastral map, so the land valuation
information of the parcel cannot be linked

 After land sub-division approval, the system

automatically reflects the cadastral plan toalways use the latest cadastral plan for work.
• Land valuation information can be used in
the system by inputting the assessment
number managed by MC

3) To-Be Model for the LIS
The To-Be Model for the Sri Lanka LIS was defined by classifying the functions fordevelopment derived through the analyses of land-related tasks in Sri Lanka and current status of
the existing system as well as a comparative analysis of the LIS and the Korea Real Estate.
Administration Intelligence System (KRAS).

The scope of this project phase largely consists of two systems: the Land Administration System(LAS) and the Land Information Service System (LISS).

Land Administration System (LAS)236

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

[Figure Ⅴ-8] To-Be Model for the LAS‒ Land registration system: Register title, register and edit land information such as land
subdivision and merger, scan and store related documents, and issue title certificates to civil
applicants‒ Cadastral map management system: Perform cadastral partition and merger and create topology
on new cadaster and linking it with parcel information to manage it as cadastral maps
‒ Document management system: Scan, register and display land-related documents, surveying
results, and field notes‒ Land information inquiry system: Search registered cadastral information, search past history
data for various administrative tasks, and link cadastral statistical information for eachadministrative district with spatial data to be expressed on various thematic maps so that it canbe easily understood and used
‒ Surveying requisition information management system: Receive applications for surveying bycivil applicants and institutions and assign surveying tasks to surveying technicians (surveyors)‒ Surveying results management system: A system for preparing cadastral survey results using
UAV and T/S by performing calculations, saving results, and creating drawings (maps) andreports‒ Surveying results inspection system: A system for inspecting cadastral surveying results byverifying attributes, graphs and files, correcting attribute errors, checking overlapping andprinting the survey plans‒ Field surveying system: Consists of field surveying support functions with the application of
new technology to obtain cadastral data more easily and quickly in the field‒ Image Basemap Management System: Management of output from UAV survey and satellite
imageLand Information Service System‒ Set up a convenient service allowing ordinary citizens to superimpose satellite images and aerial
photographs to check cadastral map information and information on state-owned land, private
land, etc. on the Internet

237

Sri Lanka LAS & LISS Project F/S Service‒ Allow civil applicants to check their application status anytime, anywhere via the Internet[Figure Ⅴ-9] To-Be Model for the LISS

2.4. To-Be Model for Data Center and Infrastructure
2.4.1. To-Be Model for the Data Centers

As for the data centers and operation infrastructure for Sri Lanka’s land information system, themain data center will be established at the IT branch on the Second(2nd) Floor of the SDSL
headquarters where the facilities of the existing land information system (LIS) are in operation.
Also, a backup data center will be set up using the space of SLT IDC (Tier-III certified), andbusiness continuity will be ensured and an environment for disaster recovery will be createdthrough the operation of a hot site (identical configuration, real time synchronization) between
the data centers.

1) Basic design direction for the data centers and operating infrastructure

Formulate a system optimization plan in consideration of the current status and overall mattersSecure stability, scalability and security in consideration of land data services targeting the
public and the governmentDesign the main equipment and data to be in high availability

Set them up as a flexible and standardized system considering the connection with related
entities and external entities

2) Conceptual designProject concept paper (PCP) requirements‒ Data Center: 1 location

238

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

‒ Local Center: 9 locations‒ Local Backup Center: 3 locations


F/S to-be model‒ Main Data Center: 1 location‒ Backup Center with the same function: 1 location‒ Network environment and facility improvement: 25 locations (District Survey Office)‒ Network environment: LGN 2.0 application: 84 locations (Divisional Survey Office)[Figure Ⅴ-10] PCP vs To-Be Model❍ Reason for change‒ Candidates of the Local Data Center are nine provincial offices of the surveying office. Only the
director's office and the administrative office are located.(IT Brach in SDSL is deployed /operated only by the main office)‒ It was difficult to secure the floor area and additional facilities necessary for the construction ofa new server room or local center because only the resident personnel had been taken into
consideration when designing the space.
‒ Plus, Province Office was not included in Data Flow-Chart currently. So that, it might bepossible to be a bottleneck effect potentially, if nine local data centers were to be added to thedata flow related to storing, transmitting and using surveying data.
‒ Stable power supply is not secured except in the Western region where the capital, Colombo, islocated. As a result, most Provincial Offices cannot use A / C in the office space‒ The government network entered the stabilization phase with the project coming into
completion in 2017. Therefore, it is expected that the cost of managing and operating the
network used by the main office and the local offices will be lowered.
‒ Therefore, in case normal availability cannot be ensured in the event of a natural disaster, fire,
etc. after setting up a centralized data center, a backup center that can function like the main data
center should be added, and the efficiency and effectiveness of the work carried out at the local
offices should be promoted by improving the network environment and supplying workstationlevel equipment.

239

Sri Lanka LAS & LISS Project F/S Service[Table Ⅴ-7] Comparison between PCP vs To Be Model

Category

PCP

To Be Model

Pros

Highest accessibility of the lowest regional
offices because data can be collected /transmitted through LDC.
Securing business continuity by using regional
center and backup center in case of MDC
failure.
Easy to share regional data in groups.
Reduction of network construction cost whenbuilding own network.

Provide access to the same conditions / data
for each regional office.
DR can be configured by synchronizing
between MDC and Backup Center.
Reduced deployment and operating costs
compared to distributed center methods
Minimize business interruption whenproviding public / government services

Cons

Increased initial and maintenance costs.
Require adequate staff for management.
Update delay due to synchronization process
between LDC, MDC, and Backup Center.
Low access to other regional data.
Public / government services are provided
only by MDC, so there is no response to MDC
disability.

Excessive cost in establishing link between
central and regional offices when building
self-managed networks.
It is necessary to estimate the bandwidthconsidering peak time due to access fromindividual regional offices.
Central system access is also required for DB
access to local and neighboring areas.

The centralized data center plan was decided as ‘To be Model’ for the following reasons­ Sri Lanka's LGN 2.0 uses SLT network to provide government network services toindividual regional offices and MDC target survey offices
Reason­ The work process of the surveying DB management system in use is settled centrally.
for­ It is difficult to secure proper environmental infrastructure (including network) andselection
management personnel in regions other than Western Province.
­ In order to provide LAS and LISS, it is inevitable to concentrate facilities and systems in themain data center. Therefore, the regional center plays only the role of data gathering, so theinvestment cost is low.

3) To-be model for the infrastructure for operating data centers

The to-be model for the operating infrastructure was designed in consideration of security, stability and scalabilitySecurity‒ Apply DDoS (Distributed Denial of Service), IPS (Intrusion Prevention System), firewall, andaccess control system to prevent distributed service attack and intrusion, detect and blockmalware, etc.
‒ Install an additional firewall in the Server Zone to protect important data from unauthorized
intrusion or hacking‒ Set up Web/WAS servers for public/government services in the DMZ Zone and install a web
firewall in the front to prevent attacks on the web service
Stability‒ Design the redundant configuration for major Systems and Modules

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Ⅴ. To-Be Model of LIS and Project
Implementation Plan

‒ Introduce a backup solution to keep important data safe
‒ Design redundant UPS design suitable for the system capacity (e.g. servers and network) in caseof power failure‒ Ensure efficiency and stability of the security system by applying an integrated management
solution for the security facilities‒ Apply NMS (Network Management System), SMS (Server Management System) and FMS(Facility Management System) to manage the network, server system, UPS, thermo-hygrostat,etc. in a stable manner

Scalability‒ Secure extra space (30% extra space) in the equipment room of the main data center to facilitate
expansion of the facility in the future and accommodate facility expansion in the power supply,
HVAC(Heating, Ventilation, Air Conditioning) equipment and cable tray designs‒ Apply standardized technology for connection and information-sharing with external entities
4) Details of the ICT infrastructure setup for data centers[Table Ⅴ-8] Details of ICT Infrastructure Setup

Category
Space plan

Description
Rack composition and facility layout

Power equipment

Power feeder line (redundancy), UPS, and batteries

A/C and firefighting
equipment

Thermo-hygrostat, firefighting equipment, and fire extinguishing medium

Security facilities

Access control system and CCTV

Network

Network infrastructure, security equipment, security software and backup

Interior

Raised Floor, flooring, ceiling, lighting and wall construction for each room,etc.

The design standards for the data centers follows the international data center infrastructure
standards (TIA-942 Data Center Standards Overview), based on local conditions:[Table Ⅴ-9] List for Data Center Grade

Data center availability
Annual failure time
Redundant power andcooling facilities
Operational Room
Security(From Lobby to Server
Room)
Redundant Back Bone

MDC
(Target)99.67%
1.6

99.98%
1.6

N+1

2(N+1)Yes

Yes

Biometric
ReaderBiometric Reader

Biometric Reader

Required

Yes

Yes

TierⅠ

TierⅡ

TierⅢ

TierⅣ

99.67%
28.8

99.75%
22

N

N+1

N/A

N/A

99.98%
1.6
N+1(Dual Op.)
Required

100.00%0.4
2(N+1)or S+S
RequiredGeneral Lock
Devices

Card Reader

Biometric
Reader

N/A

N/A

Required241

BDC

Sri Lanka LAS & LISS Project F/S Service

Redundant Router andSwitchRedundant AccessSecondly Access Control
Support for Rack/Cabinet

TierⅠ

TierⅡ

TierⅢ

TierⅣ

MDC
(Target)

BDC

No

No

Yes

Yes

Yes

Yes

No
No

No
Yes
Flooring
Support

Yes
Yes

Yes
Yes

No
No

Yes
Yes

Pole Support

Pole Support

Flooring Support

Pole Support

No[Table Ⅴ-10] ICT Infrastructure Design Standards

Category

Main
Data Center

Backup
Data Center

Remarks

Telecommunication

Tier -3 (T3)

Tier - 3 (T3)

Redundant incoming network andmajor network facilities

Electrical

Tier - 1 (E1)

Tier - 3 (E3)

Architectural

Tier - 1 (A1)

Tier - 3 (A3)

MechanicalTier - 1 (M1)

Tier - 3 (M3)

Limited application due the use ofexisting buildings instead of an
IDC-specific space (Main Data
Center)2.4.2.To-Be Model for the Local Offices

1) Network Redundancy and Bandwidth ExpansionForm redundancy by connecting new optical cables from separate nodes



Make sure that the routers, backbone switches, L2 switches for the main equipment, and security equipment are configured to accommodate redundant optic cables and prevent equipm
ent failure due to disuse and reduce the transfer time during emergencies by load balancing

Expand external connection bandwidth of the new data center to 50Mbps (LGII)28

28 LGII: Lanka Government Information Infrastructur242

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

[Figure Ⅴ-11] Data Center Network Construction Plan

2) District Surveying Offices


There are two to five district survey offices in each province for a total of 25 district surve
y offices across the country.

Currently, networks leased from LGN 2.0 and Sri-Lanka Telecom are both being used, but
the network used by each office is different.



The LGN bandwidth of each office set by LGII is 2Mbps but will be expanded to 10Mbps
in the future.

Work efficiency will be enhanced by improving the wireless network currently used by onl
y some of the users to a wired intranet and replacing old PCs used for surveying work wit
h workstation-level PCs.

3) Divisional Surveying OfficesDivisional surveying offices operating under the district survey office are the ones that actu
ally perform the surveying work and create and upload surveying drawings. There are one t
o six divisional surveying offices per district surveying office for a total of 84 divisional su
rveying offices across the country.



At present, only the network leased from Sri-Lanka Telecom is being used, but LGN 2.0 su
pplied by LGII will be applied for integrated management and cost reduction purposes (additional consultation necessary upon changing PCP requirements).

Routers, firewalls, switches, and housing racks with the same specifications as the existing
equipment at district surveying offices will be introduced to be linked with LGN 2.0.

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Sri Lanka LAS & LISS Project F/S Service
2.4.3.Local Authority environment improvement To Be ModelProviding a LAS User PC(including LAS Client Software) to improve the accessibility of each MC for the LAS and LISS to be introduced through this projectProvides two LAS User PCs for each MC.

O & M is included in the scope of the project during the project period (construction andmaintenance support period), but is managed as the responsibility of each local authority for
subsequent periods.

3. Implementation Plans for Land and Spatial Information DB
3.1.OverviewThe objectives of the project concerning the land and spatial information DB for the establishment of the LIS are largely divided into four topics, which are interrelated with each other.



The first topic is the nationwide installation of the CORS Network, which is currently being operated on a pilot basis solely in Western Province.

The second topic is the production and supply of 50cm high resolution satellite orthoimages
as background maps for digitizing existing Survey Plans based on a unified coordinate system (SLD99).



The third topic is the digitization of existing Survey Plans based on 50cm satellite orthoima
ges and generation of spatial data for each parcel.



The fourth topic is the implementation of UAV aerial photogrammetry on the areas under t
he jurisdiction of 24 major MCs to produce 5cm UAV aerial orthoimages, and build a spati
al database for parcels, streets, and buildings based on the orthoimages.

3.2.Additional Installations of CORS
❍ 32 additional GNSS stations will be set up in addition to the 6 GNSS stations currently in ope
ration in Western Province for VRS services across Sri Lanka.
❍ The additional GNSS stations will be set up so that a triangulation network among the nearby
stations can be constructed and the distance of the baseline of the triangulation network does
not exceed 100km.
❍ In order to ensure that even the southern and northern islands can receive seamless VRS servi
ces, the distance of the baselines in the area will not exceed 60km. Based on this, it was deci
ded to install 32 additional GNSS stations to provide VRS services throughout Sri Lanka incl
uding the island regions.

244

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

[Figure Ⅴ-12] CORS-Network As-Is To-Be

In the case of VRS services, the distance between the reference stations constituting the mu
lti reference networks should not exceed 100km because the data in relation to the rover sta
tions are corrected through the multi reference networks (however, in the case of islands, the rover station may not be included in the triangulation network of the CORS Network, andthus the distance between the baseline and the CORS Network should be within 60km in s
uch areas).

245

Sri Lanka LAS & LISS Project F/S Service[Figure Ⅴ-13] VRS Principles

32 additional GNSS stations should be installed in the district survey offices operating under the SDSL in consideration of the ease of power supply and stability of management. How
ever, if there isn’t a district survey office in the installation area, the station should be insta
lled at a public institution in cooperation with the institution in question.

For every GNSS station, a stainless or concrete pillar must be erected on top of a solid fou
ndation concrete measuring at least 1m in height. It should be equipped with a device thatcan be leveled on top of the column and a GNSS antenna should be mounted on the device.

246

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

[Figure Ⅴ-14] GNSS Station Foundation and Pillar Standards


As for the GNSS data transmitted via the GNSS antenna, it must be able to receive GPS(L1, L2, etc.), GLONASS (L1, L2, etc.) and Galileo signals and data from at least 50 navig
ation satellites.



In addition, it must have features for maintaining data security and security of the communi
cation equipment used in transmitting real-time GNSS raw data from the GNSS station to t
he Control Center.



The GNSS equipment installed must be compatible with the service system of the Control
Center currently in operation, and the equipment installed at each GNSS station must be eq
uipped with uninterrupted power supply (UPS) and the necessary function to protect the GN
SS equipment and communication equipment from thunder and lightning.

Highly precise coordinates of the additionally installed GNSS stations should be determined,
based on which a test operation should be carried out for at least 3 months in order to confirm the coordinates and guarantee the accuracy according to Network-RTK such as VRS.

The Control Center currently in operation has software for allowing simultaneous connection of 100 GNSS stations and 500 users. Additional hardware including backup equipment as

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Sri Lanka LAS & LISS Project F/S Service

well as software upgrades will be introduced for increased stability.

[Figure Ⅴ-15] Conceptual Diagram of GNSS Station Equipment
In addition to the software upgrade, development and sophistication of additional functions to enhance the user interface for improved convenience and post-processing functions of the
VRS service will be carried out in parallel.



GNSS survey equipment for rover stations that can receive network-RTK services will be p
rovided, in addition to the installations of 32 additional GNSS stations and the hardware and software upgrades at the Control Center, so that they can be used in land survey by the district survey office operating under SDSL.



The minimum requirements for additional CORS installations are as follows:[Table Ⅴ-12] Minimum Requirements for Additional CORS Installation
No

Item

Specification Requirement

1.0

GNSS Antenna

1.1

CHOKE RING Antenna with smooth minimal ripple wideband element to allow
tracking of all current and planned signals. Antenna should be designed to mitigate
multipath and ability to track low elevation satellites.
Antenna & monument should be coupled by orienting / leveling device
1.1 GNSS Antenna Lightning arrester of suitable type to be installed to protect antenna and GNSS
receiverThe station’s GNSS antenna absolute calibration should be available.
GNSS Antenna Calibration certificate is acceptable from NGS
All other available features should be specified in detail

1.2

GNSS Antenna /MeteorologicalSensor

Metrological sensor to measure temperature, pressure and humidity sending
metrological data to the Control Center.
Meteorological Sensor to be quoted as specified in Addenda 1 & 2 with the248

Ⅴ. To-Be Model of LIS and Project
Implementation Plan
No

Item

Specification Requirement
accuracies of Temperature measurement: ±1°C, pressure measurement: ±0.5hPa
and Relative Humidity measurements: ±2%
Price of this item should be quoted separately if it is not a standard item of the
GNSS Antenna.

1.3

Tilt sensor to monitor the tilt and connected to GNSS sensor to send tilt data
automatically to the central control station
GNSS Antenna/ Tilt The Tilt Sensor of GNSS Antenna is expected to detect the minimum 10mm
Sensormovements of antenna.
Prices of this item should be quoted separately, if it is not a standard item of the
GNSS Antenna

2.0

GNSS Receiver

2.1

GPS( L1 & L2 including L2C, L5)
GLONASS(L1 & L2 including L2c),
Galileo (E1/E5a/E5b/AltBOC),
Tracking Capabilities Compass (B1,B2,B3) signals
No. of satellites (50 satellites and their appropriate signals)
No. of Channels – 200
Any other currently available systems and future expansions to be specified

2.2

2.3

Initialization

Should be < 60sec, Last settings should be resumed.
If the system is to reboot in any course, the system should restart itself within 60sec
with resuming last settings once the course for failure is corrected

Accuracy

Static 2.5mm + 1ppm (Hz RMS)
5mm + 1ppm (Vertical RMS)
RTK 10mm + 1ppm (Hz RMS)
20mm + 1ppm (vertical RMS)

Characteristics

GNSS Carrier tracking
GNSS Code measurements
Measurement precision
Measurement Resolution
GNSS measurements Fully independent code and phase measurements of all
frequencies
GNSS receivers must synchronize the actual instant of observation with true GPStime to within +/- 1 millisecond of the full second epoch.

2.5

Data Format

GNSS Receiver must be equipped to record phase and code measurements in all
carriers and codes of available Global Navigation Systems
Static data in RINEX 2.x, 3.x and other formats to be specified
Real time data in RTCM2.x, RTCM3.x, NTRIP, NMEA 0183 and other formats tobe specified
Maximum number of data streams, streaming ports, data type and rates to be
specified
All available frequencies of positioning output should be indicated.

2.6

Memory &Data Recording

Data storage devices: Type & capacity to be specified to store 1second data logged
for last 100days and 15second data for at least 2-year period.
Capabilities of data transferring on HTTP download, FTP download & USB
Should be specified

2.7

User Interface

All available user interface to be specified buttons/LEDs, Web interface, control
software, operating system & its upgrades, internet connectivity. Etc.

2.4

2.8

Connector ports & devices to be specified
Connectors, Ports (RJ45 Ethernet port(10M/100M), SUPPORT TCP/IP, HTTP, NTRIP Protocol,
and Devices
RS232 Data port, multi-functional ports for system debugging and data copy frominternal memory / SD card, parameters configuration and connecting with249

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No

Item

Specification Requirement
meteorological sensor / tilt sensor, external storage disk. Event marker input port,
external frequency scale port supports high – precision atomic clock. PPS output
port, External power supply, etc.)

2.9
3.0

3.1

4.0

5.0

5.1

5.2
5.3

5.4

5.5

Weight andDimensions

Weight & dimensions to be specified

Control System Architecture / Layout

Central control
software

Schematic diagram showing network architecture of the System including control
Center, required hardware & software, operating system, data security, backup
systems, etc. should be provided and functionality of each item in layout should bespecified in detail. Size of the cabinet and capacity of loading at control center and
SLCORSNet stations should be specified
Survey Department will provide necessary infrastructure and location for serverand control center at the surveyor General’s office, Colombo.

Central Control
SoftwareSpecify the capability of control software on following aspects
Capability to control & configure any CORS receiver of the system
Comprehensive Graphical & numerical information of receiver & system
Receive information and control of user operation in real time
All Kinds of monitoring strategies
Post Processing & network adjustments
Basic Network integrity checking
Network antenna Movements detection
Data communication
Operating System
Etc.,
Post processing & network adjustment is expected in the control centre software to
get the post processing & adjusted results.

Specifications for GNSS RTK Rover units

GNSS Antenna

Antenna should be dust and water proof. Necessary adaptors / tribraches to mountreceiver on standard tripod and poles
Capability to use for
Static Surveys
Base or Rover in RTK surveys with internal UHF radio
Base or Rover in RTK surveys with external Radio link
Base or Rover in GPRS mode
Rover in CORS mode

Tracking Capabilities Should be as specified in 2.1, 2.2, 2.3, 2.4, 2.5, 2.7, 2.8, 2.9
MemoryInternal Memory 2GB and External Memory 2GB(minimum)

Controller

Full alpha numeric keypad with graphical daylight readable screen with back light.
Graphical view of surveyed data, satellite tracked and signal strength, real time
signal indicator.
Display local coordinates using 7 parameter datum transformation and Transverse
Mercator projection (provide details of the available Map projections, Datum andFeatures of graphical display)
All available features and graphical displays of SLCORSNet stations should bespecified.
Rechargeable batteries and required chargers

All available connector ports & devices for connecting to SLCORSNet for Static
Surveys RTK Surveys etc should be available and availability of other features as
Connectors, Ports specified in 5.1 to be specified.
and Devices
Rover receivers should have standard connecting ports for data communicationsuch as Bluetooth, RS232 Port. USB, SD Card etc. and for external power
supply.

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No

Item

Specification Requirement
Rover receivers should have all the capabilities mentioned in 5.1.

5.6

5.7

6.0

7.0

8.0

9.0

10.0

11.0

Power supply

Internal Re-Chargeable power supply capable of operating for 8 hours and more.
Necessary chargers for recharging internal batteries (Input 100-240V AC50/60Hz)
with cables.
Optional item: Necessary cable for connecting receiver for external 12v DC power
supplyFor each Rover unit
Controller, Transportation container, Cable for data transferring, Tribrach withCable & accessories
optical plummet, tripod with strap for carrying, telescopic pole with circular levelbubble and cradle to mount controller for RTK surveying.
Environmental
Specification

All items should comply with international environment standards.
Specifications to be provided.
Operating Temperature: -20°C ~ 60°C

UPS systems should be provide & must be capable of 24 or more power backup forPower and Electricaluninterrupted operation of the system.
certification
Specification of the UPS system should be provided

Physical Safety

Warranty

Protection system for lightening of Antenna, receiver and other connected
instruments should be installed.
Available anti-theft features to be specified, if any.
Protection plan & system should be specified
Minimum of 5 years Comprehensive warranty is required for the complete system
including computers & all accessories.
Plan for calibration of GNSS receivers and connected items should be submitted.
Certification of the warranty & maintenance from the Manufacturer should also be
submitted for evaluation.

Five year warranty & the maintenance plan are required for the complete system
including computers and all accessories.
Bidder should be capable of handling routine services and repairs during warranty
period and maintenance agreement period.
Maintenance Plan Repair should be attended immediately.
Maintenance agreement plan should be given for another 3 years after the 5-year
warranty period.
Plan for calibration of GNSS receivers and connected items should also be
submitted.

Documentation

All technical broachers/manuals on CD’s providing all technical details andinstructions.
Software broachers/CD copies should contain all routine of the software and theoverview of the software package.
Operating manuals of the equipment for evaluation on request

12.0

Wireless Broadband telecommunication facilities or most appropriate means ofcommunication
A redundant communication system between network receivers and Central
Data communication
Processing Center is also preferred.
Infrastructure
Required communication facilities from the service provider will be arranged &provided by the survey department of Sri Lanka.
Provide all hardware & software required.

13.0

Flexibility of the system to cater the future expansions of the CORS with different
manufactures.
Future Expansion
Proposed SLCORSNet system should be able to expand in future to cover thewhole island without upgrading it.

14.0

Available Receivers CORS should support currently available receivers without any upgrading.

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Item

Specification Requirement
Available receivers should be configured & demonstrated.
Receiver Types & Models available:
Leica Viva dual frequency, Geodetic type GNSS receiver - 08 units
Trimble R6 dual frequency, Geodetic type GNSS receiver - 24 units

15.0

Training

Sufficient training should be provided for functioning and complete operation of
the system

3.3.50cm Satellite Orthoimage ProductionHigh-resolution satellite orthoimages of the entire territory of Sri Lanka have uses as backgr
ound maps for the national base map and the national spatial information system, and at thesame time, they can be used as the core data of graphic cadasters to construct land inform
ation.



A variety of commercial satellite images can be used to produce 50cm high-resolution satell
ite orthoimages, and multi-purpose satellites (KOMPSAT-1/2, a.k.a. Arirang-1/2) developed
by Korea Aerospace Research Institute using Korean technology may be used.



Typical commercial satellites from which images are collected and used include Digital Glo
ve's WorldView-3, WorldView-4, and GeoEye-1, AirBus' Pleiades-1A and Pleiades-1B and
Beijing Space View's SuperView-1/2/3. The characteristics of each satellite image are follo
ws:[Table Ⅴ-13] Commercial Satellite Image Specifications

Digital Glove's WorldView-3/4
Radiometric resolution

11-bits per pixel

Resolution at acquisition

31cm

Resolution at delivery

50cm

Swath width

13.1km / 13.2km

Revisit cycle

2.1 days

Digital Glove's GeoEye-1
Radiometric resolution

11-bits per pixel

Resolution at acquisition

41cm

Resolution at delivery

50cm

Swath width

13.1km

Revisit cycle

2.6 days

Airbus's Pleiades-1A/1B
Radiometric resolution

11-bits per pixel

Resolution at acquisition

70cm

Resolution at delivery

50cm

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Ⅴ. To-Be Model of LIS and Project
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Swath width

16.5km

Revisit cycle

2.5 days

Beijing Space View's SuperView
Radiometric resolution

11-bits per pixel

Resolution at acquisition

Pan 50cm, MS 2.0m

Resolution at delivery

50cm

Swath width

12.0km

Revisit cycle

4.0 days

Korea's multi-purpose satellite (KOMPSAT) is a low-orbit Earth observation satellite with v
arious sensors. Currently in operation are KOMPSAT-1 through 5, and KOMPSAT-6 with improved image radar performance and KOMPSAT-7 equipped with ultra-precision optical and infrared sensors are under development.



KOMPSAT-3 is a high-resolution earth observation satellite equipped with an electro-opticalcamera with a resolution of 70cm that became the cornerstone of Korean commercial satell
ite imagery. In March 2015, KOMPSAT-3A equipped with a mid-infrared sensor and a prec
ision optical sensor was launched, and it is currently providing images comparable to those
provided by commercial satellites.



At present, KOMPSAT-3/5/3A are operating in a complementary manner and contributing to the development of core technologies for the private use of satellite information and the promotion of the satellite industry in addition to meeting the demand for satellite information.



It is expected to take around 8 months to provide satellite images of the entire territory of
Sri Lanka using the multi-purpose satellites, with complementary shooting by KOMPSAT-3/
3A. This is deemed a reasonable amount of time to shoot and supply new images to be use
d for building land information on Sri Lanka.

Also, it will be possible to supply new satellite images of the entire territory of Sri Lanka
at half the cost of what is generally charged for commercial satellite images, and this optio
n is deemed satisfactory in terms of both time and cost.



The new satellite image supply plan proposed by the Korea Aerospace Research Institute, t
he operator of the multi-purpose satellites, is as follows:253

Sri Lanka LAS & LISS Project F/S Service[Table Ⅴ-14] KOMPSAT-3/3A Image Proposal

Image service

Standard

Coverage method

Monoscopic

Application theme

Mapping andLand Management

Image mode

Strip

Product type

BundleFile Format

GeoTiff

Preprocessing level

1R(1A)

Viewing angle

W30° ~ E30°

Clouds + Shadows

10%

Snow + Ice

10%

Due to the marine climate of Sri Lanka, if the cloud is more than 10% of the newly record
ed KOMPSAT-3/3A satellite image, commercial satellite image (Pleiades-1A/1B from Airbus or GeoEye-1 from Digital Global) should be used. Complementary use pre prepares suppl
ementary measures for acquiring new images.

In the case of mountainous areas with little change in terrain, the KOMPSAT-3/3A satellite
image obtained before this project can be used, which is determined through the process ofchecking and verifying the image together with the Survey Department of Sri LankaThe production of satellite orthoimages covering the entire territory of Sri Lanka will be ba
sed on the new images shot by KOMPSAT-3/3A. Ortho rectification will be performed using monoscopic images and 1m grid digitial elevation model (DEM) will be used to ensure e
ase of the production process.



The DEM for ortho rectification of 50cm satellite images need to have coverage of the enti
re territory of Sri Lanka and must be within the average square root error of 3m with absol
ute vertical accuracy at 1m grid spacing.

The 50cm satellite image production process using the new images produced by KOMPSAT-3/3A and the latest 1m grid DEM is as follows:

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255

Sri Lanka LAS & LISS Project F/S Service[Figure Ⅴ-16] Satellite Orthoimage Production Process


KOMPSAT-3/3A provide the RPC(Relational Polynomial Coefficients) information for acquiring the ground coordinates from satellite image. The RPC information is used for interiororientation, but because it contains errors, the errors are eliminated by using the ground con
trol point information.

Generally, the RPC information is used to remove the constant error component included in
the satellite images, while the ground control point information is used to remove the random errors with non-planar distortions.



Differential rectification (ortho rectification) is performed using the exterior orientation resul
ts from using the ground control points and the digital elevation data at 1m grid interval. T
his is the process of eliminating displacements and/or distortions in the subjects that occur
during satellite imaging and projecting all the points on the ground vertically on to paper.

The mosaic production process is a process carried out to ensure the continuity of roads, streams, valleys, mountain ridges, etc. to maintain geometric continuity at the junctions between adjacent images, and by ensuring continuity, elongation between images is minimized andresolution is maintained.



The color correction process is a process of minimizing the color variation between adjacent images so as to ensure a uniform color throughout the satellite orthoimages, and applying
standardized colors for each type of terrain by performing color histogram matching for theentire image. This process improves quality by adjusting the contrast value of the satellite
orthoimages and emphasizing details.

Considering the use of satellite orthoimages, quadrangles for each scale to be partitioned are created in the process of partitioning images based on the large-scale drawin doundary sta
ndards of Sri Lanka, and accordingly, the images are then partition according to the scale-by-scale contour that you want to divide into a process that divides the image according to t
he map sheet. When partitioning images, there should be at least 1cm extra space comparedto the size of the drawing boundary.

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3.4.Computerization of Old Survey Plans

The computerization process for the Old Survey Plans is divided into the drawing scanning
process, geo-referencing process for the scanned suvey plans, and digitizing process for eac
h parcel. The results are then prepared following an inspection after each process.

[Figure Ⅴ-17] Satellite Orthoimage Production Process

There are currently 82,303 sheets of Old Survey Plans managed and stored by the district s
urvey offices operating under the SDSL. All of them have been scanned, but they must be
analyzed so that they can be classified according to their condition (scanning quality) and low-quality ones must be re-scanned.

257

Sri Lanka LAS & LISS Project F/S ServiceThe scanned survey plans are divided into high-quality scan, average-quality scans and lowquality scans. Low-quality scans account for 10% of the total amount, and they need to bere-scanned.



As for the ground coordinates of the reference points that can be checked on the scanned s
urvey plans, the ground coordinates extracted from the 50cm satellite orthoimages should be
used. Ground coordinates for at least six reference points should be entered for each survey plan.



Using 50cm satellite orthoimages, ground coordinates of the reference points should be ente
red, and geo-referencing of the scanned survey plans should be carried out through a 2D af
fine transformation using the ground coordinates of the reference points that have been inpu
tted. At the same time, the accuracy of the geo-referencing should be verified by analyzing
the residual and root mean square error of the reference point coordinates after the 2D affine transformation.



The vectorization process which involves digitizing the boundaries of each parcel included in the geo-referenced image files and forming them into a polygon is performed by screen digitizing and closing process.



The verification of the accuracy of the digitized data consists of determining whether the R
MS error of the digitized lines is within 1 pixel of the scanned image and checking for any
misclosures.

The checklist for assessing the quality of the data that have been vectorized through the dig
itizing process is as follows:① Check for the Overlaps② Check for the Gaps
③ Check for Silver Polygons29④ Check for Undershoot, Overshoot/Dangles⑤ Check for unclosed polygons⑥ Check for polygon contiguity due to bad edge matching⑦ Check for line continuity due to digitizing of lengthy lines⑧ Check for unique identification number of a land parcel (lot number)⑨ Check the generated nodes against the point description in the image⑩ Check the annotation data against the symbols in the images⑪ The generated extent of the digitized land parcels should be checked with the legal extent written in
the TL (Tenementary Lists).

Spatial objects are generated and spatial object attribute information is inputted based on the information from the hard copy or scanned tenementary lists provided by the SDSL.
① Plan Number② Total number of parcels③ Total extent of parcels in the Plan

29

Silver polygons are generally but not necessarily triangular features with one or two of the internal angle very near to 0°. They
are generally formed due to bad snapping. No silver polygon should be present

258

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

④ Lot Number⑤ System Extent (Automatic Extraction)⑥ Legal Extent⑦ Extent Difference [System Extent - Legal Extent]⑧ Compiled by [name of the service provider] & Signature & Date []⑨ Accepted on [date] by [name of the officer]⑩ Any other remarks


The computerization process of Old Survey Plans is completed by generating metadata withrespect to the final digital files.

3.5.Construction of Land and Spatial Databases for 24 MCs
The spatial database for the parcels, buildings, and streets of 24 major municipal councils(MCs) will be established based on spatial data extracted from 5cm aerial orthoimages.

The series of processes involved in setting up the spatial database includes: ① process of pro
ducing 5cm orthoimages by UAV aerial photogrammetry, ② process of extracting parcels, buildings and streets from 5cm orthoimages, ③ process of performing field complementary survey and generating spatial data for unextracted boundary points, ④ process of examining and in
putting attribute information on parcels, buildings, and streets, ⑤ process of creating a spatial
database by structured editing. The final output is derived after inspecting the results of each
step.

259

Sri Lanka LAS & LISS Project F/S Service[Figure Ⅴ-18] Spatial DB Construction Process for 24 Major MCs

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Ⅴ. To-Be Model of LIS and Project
Implementation Plan

① The UAV flight plan for producing 5cm aerial orthoimages for the 24 MCs established theshooting plan based on a fixed-wing UAV in consideration of the area required by each MC.
Estimates of flight volume and the number of aerial images for each MC were made based ona flight elevation of 150m, flight speed of 55km/h, and end/forward overlap of 75%, and side
lap of 65%.
[Table Ⅴ-15] Quantity of Unmanned Aerial Images for Each of the 24 MCs

SortieFlightdistance(Km)

Flight time(min)

Number ofimagesColombo Municipal Council

14

869.03947

22,210Dehiwala-Mount Municipal Council

7

432.67472

11,061

Kaduwela Municipal Council

27

1,797.60

1,962

45,892Moratuwa Municipal Council

6362.27395

9,258

Sri Jayawardanapura Kotte Municipal Council

7

372.87407

9,520

Gampaha Municipal Council

11608.13661

15,517

Negombo Municipal Council

11672.15731

17,167

Kurunegala Municipal Council

5283.10308

7,239

Jaffna Municipal Council

12

581.68634

14,770Kandy Municipal Council

9549.90600

14,024

Dambulla Municipal Council

19

1,144.15

1,246

29,042

Matale Municipal Council

4

240.50263

6,139

Nuwaraeliya Municipal Council

4

291.45317

7,441

Anuradapura Municipal Council

23

1,296.40

1,415

32,819

Polonnaruwa Municipal Council

12759.35824

24,77

Baticaloa Municipal Council

15

816.43897

20,890Akkaraipattu Municipal Council

2

128.04140

3,264

Kalmunai Municipal Council

9575.99628

14,729Galle Municipal Council

7

413.70450

10,575

Matara Municipal Council

8412.43513

12,001

Hambantota Municipal Council

25

1,685.93

1,839

43,129Rathapura Municipal Council

8526.10574

13,426

Badulla Municipal Council

4

255.39279

6,521

Bandarawela Municipal Council

4204.01

233

5,202

Municipal Council

261

Sri Lanka LAS & LISS Project F/S Service[Table Ⅴ-16] Flight Plan for Each of the 24 MCs
Colombo Municipal Council

Dehiwala-Mount Municipal Council

Kaduwela Municipal Council

Moratuwa Municipal Council

Sri Jayawardanapura Kotte Municipal Council

Gampaha Municipal Council

Negombo Municipal Council

Kurunegala Municipal Council

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Ⅴ. To-Be Model of LIS and Project
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Jaffna Municipal Council

Kandy Municipal Council

Dambulla Municipal Council

Matale Municipal Council

Nuwaraeliya Municipal Council

Anuradapura Municipal Council

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Sri Lanka LAS & LISS Project F/S Service

Polonnaruwa Municipal Counci

Baticaloa Municipal Council

Akkaraipattu Municipal Council

Kalmunai Municipal Council

Galle Municipal Council

Matara Municipal Council

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Hambantota Municipal Council

Rathapura Municipal Council

Badulla Municipal Council

Bandarawela Municipal Council‒ UAV survey consists of work planning stage, ground control point selection/survey stage, UAV
flight/data acquisition stage, data processing stage, and final production stage. In order tolocalize Sri Lank of UAV survey technology, local engineers are introduced along with Korean
engineers throughout the entire process.

265

Sri Lanka LAS & LISS Project F/S Service① The screen digitizing method is applied to extract the boundaries of parcels,buildings, and streets using 5cm aerial orthoimages, while applying the boundaryfeature layers defined in the Digital Data Management Work Regulations of the
SDSL.
[Table Ⅴ-17] SDSL's Boundary Features Layer Definitions

Layer

Feature (Line)

1. BOUND_LM_GEN

Boundaries defined with Landmarks

2. BOUND_B_GEN

Bank

3. BOUND_BUND_GEN

Bund

4. BOUND_BW_GEN

Boundary Wall

5. BOUND_DF_GEN

Dry Fence

6. BOUND_DT_GEN

Ditch

7. BOUND_EDN_GEN

Earth Drain

8. BOUND_HG_GEN

Hedge

9. BOUND_IF_GEN

Iron Fence

10. BOUND_LF_GEN

Live Fence

11. BOUND_MY_GEN

Masonry Drain

12. BOUND_RW_GEN

Retaining Wall

13. BOUND_SF_GEN

Stone Fence

14. BOUND_WLF_GEN

Wire Line Fence

15. BOUND_WE_GEN

Wetiya

16. BOUND_WF_GEN

Wire Fence

17. BOUND_WLF_GEN

Wire Live Fence

18. BOUND_WNF_GEN

Wire Net Fence

19. BOUND_TB_VIR

Transferred boundary

20. BOUND_U_GEN

Indefinite boundary

21. BOUND_W_GEN

Wall

22. BOUND_TE_GEN

Tar Edge

23. BOUND_C_GEN

Curb

24. BOUND_RG_GEN

Ridge

25. BOUND_RI_GEN

Road Isle

26. BOUND_OTHER_GEN

Other type of boundary

27. BOUND_OUTER_GEN

Outer Boundary266

Ⅴ. To-Be Model of LIS and Project
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‒ The definitions of the parcel boundaries identifiable on 5cm aerial images are as follows:[Table Ⅴ-18] Parcel Boundary Definitions Based on 5cm Aerial Orthoimages

Boundaries of Land Parcels
Land parcels are mostly covered by walls
Almost all the walls appear as straight lines
01. Wall: W

Mostly perpendicular to each other
Thickness is about 9 inches
Mostly appear in white color
Common wall that separate two houses

02. Boundary Wall: BW

Can be clearly observed because boundary wall continues from house edge
until to a wall
Thickness is about 9 inches
Mostly appear in white color

03. Masonry Drain: MDn

Appear as double lines which run parallel
Mostly appear in green color

04. Live Fence: LF

Leaves can be seen with a specific pattern
Thick straight lines

05. Road: R

Where the boundary of the land parcel runs along the edge of the road

06. Stream: S

Where the boundary of the land parcel runs along the edge of a stream/river‒ The boundary of a building should be within the parcel boundary, and each spatial object is
extracted according to the logical principle that any street boundary should not exist inside aparcel.
‒ If parcel, building or street boundaries cannot be identified due to obstacles such as trees on the
5cm aerial orthoimages, such should be classified as a not-confirmed point and it should be
updated based on on-site complementary survey.
‒ According to the results of a pilot project conducted by Land and Geospatial Informatrix
Corporation in 2017, it will be possible to identify more than 70% of the parcel boundaries whenparcel boundaries are extracted based on 10cm UAV aerial orthoimages of the pilot project area
(cities and rural areas of Sri Lanka).
‒ Based on the results of a pilot project conducted by Land and Geospatial Informatrix
Corporation in 2017, this project estimated the unconfirmed boundary points from aerial
orthoimges as 20% of the total boundary points. This is because the aerial orthoimage(5cm
GSD) produced in this project is much higher in resolution then the aerial orthoimages (10cm
GSD) applied to the pilot project, and simultaneously extracts the boundaries of the parcels,buildings and streets.

267

Sri Lanka LAS & LISS Project F/S Service‒ On-site complementary survey for not-confirmed points that cannot be identified in the aerial
orthoimages due to obstacles such as trees are performed using the field complementary surveythat connects the not-confirmed points with confirmed points.
‒ Generally, not-confirmed points exist in areas where trees are concentrated and in most cases,
the boundaries of spatial objects cannot be identified because they are hidden by trees during
vertical aerial photography‒ In this project, it is estimated that about 20% of all boundary points cannot be identified in 5cm
grade aerial orthoimages, and field complementary surveys are conducted for those boundary
points.
‒ When using the GPS survey method for survey the boundary points covered by trees, accuracy
cannot be guaranteed due to GPS signal interruptions caused by the trees.
‒ Therefore, traverse survey using a total station should be carried out. For the known points, theground coordinates of the stations that have been confirmed based on orthoimages are used.
‒ Provides an on-site survey support system (including Pen-Computer and On-site Survey Support
S/W) to extract boundary points that can be identified from aerial orthoimages in the field
directly for the on-site complementary survey, and to use the extracted points as known points to
conduct traverse surveys more effectively.

[Figure Ⅴ-19] On-Site Complementray Survey for Non-Confirmed Points‒ The ground coordinates of not-confirmed points are acquired through on-site complementary
survey, and the coordinates are connected with the confirmed points identified via theorthoimages so as to create spatial objects in the form of polygons for parcels, buildings andstreets.
‒ For each spatial object for parcels, buildings and streets, the results are determined by checking
the spatial data such as inspection of continuity and integrity of parcels the logical inspection of
the buildings and streets.
① The attributes of spatial objects of parcels, buildings, and streets are setup according to the data
model that is redefined through this project. Attribute information is built through the process ofclassifying, examining, and refining the attribute items defined in the data model.

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Ⅴ. To-Be Model of LIS and Project
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‒ The cadastral data model and sporadic data model defined by the SDSL are used as the data
models, and the LIS data model including the unique numbers of parcels (parcel ID, asset
number and asset street) are used.
‒ As for attribute classification for attribute inspection, attributes are classified into common
attribute elements included in all parcels, buildings and streets and independent attribute
elements included only in the spatial objects of parcels, buildings and streets.
‒ The data of the management agencies (MCs, UDA, RDA, SDSL, etc.) in relation to the attributeitems are collected through a process of inquiry, copying, etc. and organized into Excel files
according to the attribute classification.
‒ The attribute items examined and collected are assigned a spatial object ID after the process ofrefining each spatial object.
‒ The final attribute information is built through the process of checking whether the refined
attribute information matches the spatial object.
② Structured editing is a process of joining spatial objects with attribute information corresponding toeach spatial object. The final spatial database of parcels, buildings, and streets is built by checking
the completeness, connectivity, logic, and integrity of spatial information and attribute information.

[Figure Ⅴ-20] Structured Editing

3.6.Provision of Equipment for Survey and DB ConstructionThe equipment used for setting up the land and spatial databases for Sri Lanka LIS operati
on and for raising the efficiency of ongoing database update is divided into computer equip
ment and survey equipment.

The main computer equipment consists of PCs for building a spatial database from digitizati
on of Old Survey Plans and UAV aerial orthoimages and workstation equipment for ongoin
g data management and updates.

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Sri Lanka LAS & LISS Project F/S ServiceThe main computer equipment consists of 5 PCs for database construction and 1 workstation for DB management and updates for each of the 25 district survey offices operating under the SDSL. Such computer equipment is the equipment for processing and management ofsurvey data of divisional survey offices. It maximizes the efficiency of the work by managi
ng UAV raw data as well as satellite orthoimages acquired through this project. The list ofcomputer equipment introduced is as follows:[Table Ⅴ-19] Specifications and Quantity of Equipment Introduced to District Survey Offices

Category

Equipment

PC
Computerequipment
Workstation

Specific

QuantityCPU: 3.6GHz 2Core or higher
Mem: 32GB or higher
HDD: 1TB or higher
Graphic: NavidiaⓇ GTX1050 2GB
Monitor: 27-inch or higher

125

CPU: 3.6GHz 4Core × 2ea
Mem: 64GB or higher
HDD: 1TB 10K SAS × 2ea
Graphic: Radeon Pro or higher
Monitor: 27-inch or higher25



The main computer equipment will be used first for digitizing old survey plans and building the spatial databases for the 24 MCs. The computer equipment for database setup and theworkstation equipment for management purposes will be handed over to the district survey
offices upon completion of the digitization and database construction process.

During the hand-over a checklist for the manufacturers’ warranty period extension certificate, equipment performance test, and equipment list will be prepared, and presence of potenti
al problems will be checked. In addition, consumables are replaced with new ones.



The main survey equipment is comprised of unmanned aerial surveying equipment for conti
nuously expanding the scope of 5cm aerial orthoimage production which is currently confin
ed to 24 MCs a well as GNSS survey equipment, total station survey equipment and pen-co
mputer which facilitate ground control point survey and land survey.

The main survey equipment consists of 1 set of GNSS surveying equipment, 1 set of total s
tation, and 1 unit of pen-computer for each of the 25 district survey offices. To apply new
survey technology using UAVs, 5 sets of UAV survey equipment (including 10 sets of dataprocessing SW and workstation) are assigned to the SDSL to support various UAV surveys.

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Sri Lanka LAS & LISS Project F/S Service[Table Ⅴ-20] Specifications and Quantity of Equipment Introduced to SDSL

Category

UAV
surveyingequipment

Equipment

Specifications

Quantity

Fixed-wing
UAV­ Drone (fixed wing – up to 90 min of flighteach time)­ RGB camera sensor­ GCS (Ground Control System)­ Ground control communications module­ Drone storage box­ Drone maintenance and repair tools­ Battery and charger

5 setsDataprocessing
workstation­ CPU: 3.6GHz 4Core × 2ea­ Mem: 64GB or higher­ HDD: 1TB 10K SAS × 2ea­ Graphic: Radeon Pro or higher­ Monitor: 27 inch or higher

Data
processing
S/W­ Drone image data processing software­ Spatial data extraction and editing software

GNSS
receiver­ All-in-one 200-channel antenna receiver orhigher­ GPS, GLONASS, Galileo, et. L1/L2­ Positioning accuracy­ Static: Horizontal - 3mm+0.5ppm RMS
Vertical - 5mm+0.5ppm RMS­ RTK: Horizontal - 10mm+1ppm RMS
Vertical - 20mm+1ppm RMS­ Network-RTK: Horizontal - 10mm+0.5ppm
RMS­ Vertical - 20mm+0.5ppm RMS

GNSS
surveyingequipmen

GNSS
controller­ OS: Windows Mobile Professional­ CPU: ARM Cortex A8 Processor­ Memory: 256MB Ram or higher

Specification­ Precision: 2 initial readings­ Dual axis corrector: correction range – 6 sec­ Minimum display: 1 initial readings/5 initial
readings­ O/S: Linux­ Display: Graphic LCD, 192×82 backlight

Components­ Main body: 1set
­ Built-in rechargeable battery: 1EA­ Charger: 1EA­ Power cable­ Lens cap­ Lens hood
­ Tool pouch, etc.

Total
Stationsurveyingequipment

272

Remarks

10 sets

25 sets

25 sets

Guaranteedcompatibility
with theequipment at
CORS
referencestations

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

Category

Pen-Computer

Equipment

Specifications

Quantity­ CPU: Intel Core i7-5600U or higher­ LCD: 13.1 or higher­ Memory: 8GB or higher­ HDD: 500GB or higher­ Battery: up to 18 hours or higher­ Supported interfaces: USB2.0/3.0, memory
card slot, HDMI/VGA/Serial Port, etc.

25 setRemarksWith the installation of 32 additional GNSS stations set up for the CORS Network, equipm
ent that is directly compatible with the GNSS equipment to be set up at the GNSS station
will be introduced to ensure the accuracy of Network-RTK.



The UAV survey equipment will be deployed first during the production of aerial orthoima
ges for the 24 MCs so that the persons in charge of the district survey offices can administ
er training together, and field training will be provided in parallel to prevent problems in eq
uipment operation and data processing.

The total station and pen-computer will be used in field complementary survey of the boundary points of not-confirmed parcels, buildings, and streets on 5cm aerial orthoimages. Direct field training is conducted in parallel to avoid problems in using the on-site survey supp
ort system connected with the total station such as reading and input of ground coordinatesof the confirmed points.



The main survey equipment is used first for land and space database construction and handed over to the persons in charge at the district survey offices after the database is construct
ed when field training of the persons in charge is finished.

During the hand-over a checklist for the manufacturers’ warranty period extension certificate, equipment performance test, and equipment list will be prepared, and presence of potenti
al problems will be checked. In addition, consumables are replaced with new ones

Promotion Organization and PersonnelThe land and spatial information DB parts for the Sri Lanka LIS are divided into the organ
ization that performs the actual data construction and the organization at the SDSL that manages and supervises data construction.

The organization implementing this project will be comprised of a Project Manager (special-class technician) for the land and spatial information DB parts and two process managers(one special-class technician and one advanced technician) for each part to manage the qual
ity, schedule, risks and issues for each process.



To ensure the smooth implementation of the project and to check, manage and supervise the quality, schedule and issues, a process supervisor for each part will be appointed among t
he database supervising officers at the SLSD to perform management and supervision.

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Sri Lanka LAS & LISS Project F/S Service

Since the work, data acquisition and management will be carried out all across Sri Lanka, supervising manpower for each process will be assigned to each the district survey office under t
he SDSL so that management and supervision can be performed in a smooth, coordinated ma
nner.



The organizational structure for the land and spatial information DB part is as follows:[Figure Ⅴ-21] Organization Chart of Land and Spatial Information DB part

[Table Ⅴ-21] Personnel Composition for Organization of Land and Spatial Information DB part

Implementing organization
Category

Process

Database
construction

Computerization of
Old Survey Plans

SDSL

Koreantechnician

Local
technician

Project Manager

1 person(special-class)-1 person from SDSL

Process manager

1 person(special-class)1 person(advanced)-

1 person from SDSL

2 people(intermediate)

5 people(advanced)
5 people(intermediate)

10 people(intermediate)

100 people(intermediate)

Inspection of scanned
data
Rescanning of poorquality scanned data
Reference point
extraction, groundcoordinate input and274

1 person from eachDistrict Office(a total of 25 people)

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

Implementing organization
Category

Process

Koreantechnician

Local
technician

SDSL

geo-referencing

Geometric check for
geo-referenced data andadjacency adjustment
Digitizing by Parcel
Digitizing inspection
and spatial data
generation

10 people(intermediate)

200 people(intermediate)
100 people(intermediate)

Process manager

1 person(special-class)1 person(advanced)-

1 person from SDSLUAV survey for 24MCs

40 people(advanced)

48 people(intermediate)

1 people from each District
Office(a total of 25 people)

10 people(intermediate)

200 people(intermediate)

Digitizing parcel
objects for 24 MCs

Construction of
spatial DB for 24
MCs

Digitizing building
objects for 24 MCs
Digitizing street
objects for 24 MCs
Field check andcomplementary
survey of 24 MCs
Create and edit spatial
data for 24 MCs
Enter and investigate
attribute data for 24
MCs
Spatial DB insepection
for 24 MCs

Additional
installation for
CORS Network (32locations)

199 teams(1 team-3
people)10 people(intermediate)

1 person from eachDistrict Office(a total of 25 people)

200 people(advanced)

30 people(advanced)

Process manager

1 person(special-class)-1 person from SDSL

Check the locations forthe additional
installations

1 person(special-class)1 person(advanced)

2 people(intermediate)

1 person from SDSL

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Sri Lanka LAS & LISS Project F/S Service

Implementing organization
Category

Process

Equipment inspection
and delivery
On-site checking andinspection of
installation
Test operation andinspection (network
adjustment)
Process manager
GCP selection and
GCP survey

50cm satellite
orthoimage
production

Satellite image ortho
rectification

Image mosaic andcolor correction

Tiling of orthoimages

Koreantechnician
1 person(special-class)1 person(advanced)

Local
technician

SDSL

2 people(intermediate)

2 people from SDSL

1 person(special-class)

10 people(intermediate)

2 people from SDSL

1 person(advanced)-

2 people from SDSL

1 person(special-class)-1 person from SDSL

30 people(advanced)

2 people from SDSL

2 people(advanced)
2 people(advanced)
1 person(intermediate)
1 person(advanced)
1 person(intermediate)
1 person(advanced)
1 person(intermediate)--

1 person from SDSL-

4.Land Information System Plan
4.1.Work Process Modeling

The most important and frequently performed land-related tasks are land are land registration and land sub-division(amalgamation).

More than 1,000 land registration applications are submitted to each regional office (LSD)
via Bim Saviya a day.



Currently, only 4% of all private lands in Sri Lanka (1.2 million parcels) have been registered, which is equivalent to about 45,000 titles. Also, land subdivision is a suitable procedurefor identifying private land alterations, but only the approval of the local authority (MC) is
necessary for subdivision and information is not shared among the related agencies, whichslows down the process of determining the current status of land information in Sri Lanka.



In work process modeling, the aim is to determine the status of land registration and privat

276

Ⅴ. To-Be Model of LIS and Project
Implementation Plane land alterations by modeling land registration and land subdivision work procedures
4.1.1.Title Registration
The government of Sri Lanka is inducing title registration through the Bim Saviya program.
Ministry of Land and Parliamentary Reforms (MoLPR) selects the target areas and carries
out the program.

When the MoLPR selects a target site, the LSD and the SDSL begin surveying the target si
te and the landowner, and upon completion, a registration application is accepted.

The landowner visits the regional office of the LSD with jurisdiction to submit an applicati
on for title registration, and when the application is approved following a field survey by the regional office (LSD), the details are confirmed through a gazette and the landowner is issued a title certificate.

The main tasks of each institution in the current title registration process are as follows, and the related work processes are shown in [Fig. Ⅴ-21].

‒ Ministry of Land and Parliamentary Reforms (MoLPR): Select the target areas of Bim Saviya
and notify there‒ LSD: Promote the Bim Saviya program in the target area, check the landowner information, andreceive consent‒ District survey office (SDSL): Receive surveying applications, assign divisional office andcheck surveying‒ Divisional survey office (SDSL): Assign surveyors, conduct surveys, and upload surveying
information‒ Regional office (LSD): Acquire land registration applications, check landowner information
through field surveys, and issue title certificates‒ Land Registry (DoRG): Issue title certificates277

Sri Lanka LAS & LISS Project F/S Service[Figure Ⅴ-22] Title Registration Procedure Model (As-Is)

278

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

After the setup of the LAS, there is a new function for the relevant entities to share inform
ation and notify each other of the completion of certain work processes during the registrati
on process, thereby saving time and labor.



The MoLPR selects the target area for Bim Saviya and sends notices to all the relevant enti
ties through the LAS.

The LSD logs on to the LAS to look up the ownership information for the designated area
and inform the landowners in the target areas selected for the Bim Saviya program throughthe LAS.

The SDSL carries out surveying to prepare for title registration.



The details of the field surveys jointly conducted by the regional office (LSD) and the divis
ional survey office are shared by relevant entities through the LAS.



Afterwards, when the title registration application is notified to the landowners, the regional
office (LSD) receives registration applications and approves of them following a field surv
ey for the landowners to be issued title certificates.



The direction for improving the main procedures of each entity in the to-be model for title
registration are as follows, and the land-related processes are shown in [Fig. Ⅴ-22].

‒ MoLPR: Share target area information through LAS‒ LSD: Check landowner information through LAS and obtain consent‒ District survey office (SDSL): Receive surveying applications through LAS, designate thedivisional survey office in charge and inspect surveying results‒ Divisional survey office (SDSL): Assign surveyor through the LAS, upload surveying
information on LAS and share plans with relevant entities‒ Regional office (LSD): Receive land registration application through LAS, check owner
information through a field survey and share information by uploading it on the system‒ Land Registry (DoRG): Notify applicant of the issuance of title certificate through the LAS

279

Sri Lanka LAS & LISS Project F/S Service[Figure Ⅴ-23] Title Registration Procedure Model (To-be)
4.1.2.SubdivisionLand in Sri Lanka is divided into state-owned land and subdivision of private land. Private
land is further divided into land in a cadaster area and land in a sporadic area. In the caseof subdividing private land, the landowner can hire a licensed surveyor, who then performs
surveying for subdivision and submit a survey plan to the SDSL to be checked and approved. One approved, the applicant can receive a survey plan where the subdivision has been ap
proved.



If a survey plan is submitted to the local authority and approved and registered with the land registry, the title of the subdivided land can be received.

In the case of subdividing state-owned land (within the cadaster area), the applicant entity files an application to the SDSL through the Divisional Secretariat, and the SDSL sends theresults through the Divisional Secretariat after surveying.

At present, the main tasks of each entity in the land subdivision process are as shown in [Fig. Ⅴ-23].

‒ Registered licensed surveyor: Create a plan by requesting site information and conducting
surveying‒ District survey office (SDSL): Check and approve of the produced plan, assign the surveying
work for subdivision of the state-owned land, and send surveying results‒ Divisional Secretariat: Request the district survey office to perform surveying for subdivisionand notify the results to the requesting entity‒ Divisional survey office (SDSL): Assign a surveyor and conduct the surveying for subdivision‒ Local authority (MC): Receive application for subdivision of private land, conduct a field survey

280

Ⅴ. To-Be Model of LIS and Project
Implementation Planon ownership, and approve of subdivision[Figure Ⅴ-24] Subdivision Procedure Model (As-is)Once the LAS is established, it will inform the relevant entities of the completion of the preliminary tasks, as is the case with the land registration process, and the entities can downl
oad various information via the system, thereby saving a considerable amount of time andmoney.

As for the to-be model for subdivision of state-owned land, applications for surveying for s
ubdivision are received by the LAS via the Divisional Secretariat, and the SDSL receives th
e survey application and performs surveying for subdivision. Plans that have been inspected
can be downloaded from the Divisional Secretariat via the LAS.

In the case of subdividing private land, the applicant hires a surveyor who then logs on to t
he LAS to search for information on the target site When the surveyor performs surveying
for subdivision and uploads the survey results on the LAS, the system requests the SDSL to check the results. Once the results are checked and approved by the SDSL, the local authority is notified of the approval, and subdivision is approved after a field survey. Then, the
LAS notifies the relevant entity (i.e. Land Registry) and the applicant of the approval of su
bdivision.

281

Sri Lanka LAS & LISS Project F/S Service[Figure Ⅴ-25] ubdivision Procedure Model (To-be)‒ Registered licensed surveyor: Look up information on the target site on the LAS and upload thesurvey plan on the LAS‒ District survey office (SDSL): Check and approve of survey plans via the LAS, assign surveyingof state-owned land, and send survey results‒ Divisional Secretariat: Receive applications for surveying for subdivision through the LAS andrequest surveying and report the results to the district survey office.
‒ Divisional survey office (SDSL): Assign a surveyor via the LAS, conduct surveying for
subdivision and upload surveying data
‒ Local authority (MC): Receive applications for subdivision of private land, look up informationon ownership via the LAS, and notify the applicant after approval of subdivision via the LAS

4.2.Data Model Definitions


The composition criteria for data and attribute field names in the newly proposed tables ortables with newly added attributes are identical as the existing naming rules.



In addition to the existing table, new tables have been proposed for land price, history man
agement, applicant information management, applicant processing status, title information management, management of changes in information resulting from land alterations, and docu
ment registration and management, and tables for land administration and it also includes th
e corresponding attributes.

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Ⅴ. To-Be Model of LIS and Project
Implementation Plan
[Table Ⅴ-22] Added Tables

Table

Definition

LND_VLLand price information table: Management of
information on land price assessment year, valid period
on assessment results, and assessed value

YR: Assessment year
VA: Valid period
AS: Assessed value

LND_HT

History management table: Management of informationon the history of changes in the title, change of owner,
and reason for change

CLM_IF

Applicant information management table: Applicant ID
number, applicant name, applicant registration number,contact number, and tax payment information

RST_ST

Application processing status table: Management of
information on the department and person in charge ofhandling applications and processing status

TIL_IF

Title information management: Management of
information on the titleholder (owner), ownership
acquisition date, target site location and parcel number,assessment number, and title class

TT: Title history
ON: Owner history
RS: Reason for change
ID: ID No.
NM: Applicant name
RN: Application registration
number
CN: Contact number
TI: Tax payment information
OF: Office (dept. in charge)
SV: Service representative(person in charge)
ST: Processing status
ON: Owner information
DT: Title acquisition date
LC: Target site location
PC: Parcel information
AN: Assessment number
CL: Title class

PCL_CH

DCM_MN

Attribute

Table for managing information registration andchanges resulting from land registration and movement(subdivision, merger, etc.): Management of information
on various types of land alteration such as land
subdivision and merger, donation of state-owned land,and expropriation
Document registration and management table:
Management of information on document types(scanned documents, etc.) and versions, and metadata

CT: Title alteration type
BS: Title registration

CT: Document type
DM: Document metadata
DV: Document version

Administrative source type

AS : administration sources
DT : administration type

ADM_RR

Right, Restriction, Responsibility

RI : right
RT : restriction
RS : responsibility
RY : tight typeRP: responsibility type

ADM_RS

Required relationship between administration unit

RT: relationship type

ADM_MG

Mortgage for certain land

MT: mortgage type
MS: mortgage source

ADM_AT

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4.2.1.Data Model Architecture

Relationships were established by adding a primary key to the existing tables, and relations
hips for data reference purposes were established by adding a primary key to the newly add
ed tables. The following figure shows a diagram of the overall data model relationships.

[Figure Ⅴ-26] Data Model ERD

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Ⅴ. To-Be Model of LIS and Project
Implementation Plan

4.3.Definitions of Subsystem and Unit System
4.3.1.Land Administration SystemThe land administration system consists of a land registration system for registering land an
d cadastral maps, a cadastral map management system, a document management system, an
d a land information inquiry system that uses land information. It also includes a surveying
application management system for managing surveying applications and persons in chargeof surveying, a field surveying system for efficient execution of cadastral surveys, and a s
urvey performance inspection system and survey performance management system for effici
ent management of cadastral survey results. Additionally, an image basemap management sy
stem is set up to manage output from UAV and satellite image and utilize to business processThe definitions of the modules of each system and their detailed functions are as follows:A) Land Registration System‒ The land registration system is for registering land titles and receiving and registering landowner
information as well as civil applications concerning land subdivision, merger, and otheralterations. It is designed to allow users to check for the existence of a parcel and applicants to
be issued title certificates. The detailed functions of the land registration system are as follows:[Table Ⅴ-23] Detailed Functions of the Land Registration System

Category

Main function

Detailed functions
Register, edit, search (list), or delete civil applications
Temporarily save or delete civil applications

Civil application
management

Check return, or approve of applications and issue certificates
Create, edit or delete a transaction
Send application result (e-mail or SMS)

Receiving
applications

Title-related
applications

Create, edit, or view title registration/change application
Create, edit, or view owner information
Create, edit, or view new parcel registration application

Land alteration
applications

Create, edit, and view parcel subdivision application
Create, edit, and view parcel merger application
Create, edit, and view parcel boundary alteration

Attribute change

Create, edit, and view registered information correction
application

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Sri Lanka LAS & LISS Project F/S Service

Category

Main function

Detailed functions

Transaction
management

Search or export list of transactions
Register, edit, delete or manage the history of title

Title registration
Registration

Change owner information and manage the history of changes inowner information
Register, edit, delete or manage the history of parcel subdivisions

Parcel editing andregistration

Register, edit, delete or manage the history of parcel mergers
Register, edit, delete or manage the history of parcel boundaries

Correction ofregistered matters

Register, edit, delete or manage the history of corrections ofregistered matters

Transaction approval Approve, return or cancel transactions
Approval
Printing certificate

Print or manage the history of land certificatesb) Cadastral Map Management System‒ The cadastral map management system is a system that manages cadastral maps, administrative
boundaries and other graphs by generating phases after importing cadastral survey data, creatingparcels, and performing parcel subdivision, parcel merger, and parcel boundary correction. It
plays the role of a system for checking the existence of parcels on the land registration system, in
addition to exporting cadastral maps in the form of shape files. The detailed functions ofcadastral map management system are as follows:[Table Ⅴ-24] Detailed Functions of the Cadastral Map Management System

Category

Main function

Transaction

Manage transactions

Detailed function
Initialize, load, remove, save, complete, cancel, accept, return andrestore transactions
Import and save DXF

Surveyingdata

Import surveying
data

Import and save txt files
Create and save polygon phases
Select parcel for subdivision and draw boundary lines for subdivision

Subdivide parcels

Subdivide parcel figureManage history

ParcelmanagementSelect parcels for merger and merge parcel figures
Merge parcels
Manage history
Draw parcel boundaries and saveCreate parcels
Manage history
Update parcel

Update surveying area, land use, etc.

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Ⅴ. To-Be Model of LIS and Project
Implementation Plan

Category

Main function

Detailed function

information
Edit parcel
boundaries

Edit parcel boundary lines
Manage history
Select parcel and create boundary points

GraphmanagementCreate boundary
Save boundary point file
points and buildingsEnter building coordinates
Enter building attributes

Administrat
ive
divisions

Edit administrative
divisions

Edit Province, District, Divisional Secretariat Division, Grama
Niladhari Division

Output drawings

Output drawing/PDF

Export cadaster

Export cadastral map shape files within a specific administrative
district

OutputExport cadastral map shape file for the area of interest
Setting

Set parcel editing options Define topology rules and minimum areac) Document Management System‒ The document management system is a system for scanning and registering documents and fieldnotes submitted along with the survey results. The documents scanned together with thecadastral maps are managed so that they can be looked up quickly when inquiring land
information. Detailed functions of document management system are as follows:[Table Ⅴ-25] Detailed Functions of the Document Management System

Category

Main function
Document search

Document
management

Detailed function
Search document metadata
Manage document versions

Document management Register, edit, or delete document metadata
Delete document (PDF/JPG)
Scan, preview, and rescan (with adjusted resolution) documents
Document scanning

Document
registration

Temporarily save (PDF) and delete
Save scanned image

Document attachment
Quick inquiry

Documentview

Default image inquiry

Document

Image editing

Preview document
Upload documents and save the list of attached files
View thumbnail image
Basic inquiry, zoom-in, zoom-out, move, and view all
Rotate, adjust size, crop287

Sri Lanka LAS & LISS Project F/S Service

Category

Main function

editing

Settings

Detailed function
Remove noise, adjust brightness, correct tilt

Code management

Add, edit or delete document codes

Document accessmanagement

Register, edit, or delete document access information

Scanner connection

Standard scanner drive interface
Scanner connection settingsd) Land Information Inquiry System‒ The land information inquiry system is a system for looking up registered cadastral informationand queries past history to utilize them for various administrative tasks. It consists of a function
for displaying cadastral statistical information in connection with spatial data as various thematicso that they can be used easily and conveniently. The detailed functions of the land Informationinquiry system are as follows:[Table Ⅴ-26] Detailed Functions of the Land Information Inquiry System

Category

Main function

Detailed function
View basic information on parcels
View history of land alterations

Land information

View status of land alterations and readjustments

Basic land informationinquiry

View history of changes in land rights
View the assessed value of real estate property
View title registration status

Cadastral control
pointsCadastral control point
management

View, register and update cadastral control points

Quadrangles

Quadrangle management

Create and update quadrangles

Land information inquiry
statusHistory of land information inquiries

Usage status inquiry

Manage cadastral control points as a single file

Statistics on the status of land information inquiries
View history of issuanceIssuance history
View issuance statistics (by day, month, region)
Statisticalmanagement

Policy support

Land use status

View statistics on land use by administrative district

Land rights status

View statistics by land rights category byadministrative district

Surveying status

View surveying statistics

Thematic maps

Basic status of land by theme

Thematic maps

Comprehensive status by theme (input search
conditions)

Policy support

Status by theme (input search conditions)
Cadastral policy information

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Save cadastral policy information fileⅤ. To-Be Model of LIS and Project
Implementation Plan

Category

Main function

Detailed function
View, register and update records of providing
policy information
View information on the drawings of road opening

Road opening support

View information on parcels provided for road
openingCalculation of land purchasetax
Report for each lot number

View a zoning map of purchased land
View report on calculation of land purchase tax
View parcel analysis drawings
View report by lot numbere) Survey Requisition Information Management System‒ The surveying application information management system is a system for receiving surveying
applications from civil applicants and institutions and assigning surveying tasks to survey
technicians, and it is comprised of functions for managing the priorities of surveying
applications, assigning surveyors, and uploading surveying data. The detailed functions of thesurveying requisition information management system are as follows.
[Table Ⅴ-27] Detailed Functions of the Surveying Requisition Information Management System

Category

Managementof surveying
application

Main function

Detailed function

Receive application

Register surveying applications

Priority assignment

Search and prioritize surveying applications

Termination ofrequested surveying
Selection of monthly
targetCheck for pending
surveyingapplications
SearchCancel, edit, return or terminate surveying results
Enter the monthly target workload for each surveyor
Check the list of pending surveying applications and change status(pending -> in progress)
Search for surveying in progress/completed survey/pending
surveying, search for surveying work by surveyor, and search forunauthorized tasks

Surveyor assignment Assign surveyor

Surveying
management

Surveyor editing

Delete/update surveyor information

Surveyingapplication update
Calculation ofmonthly target

Update requested surveying information, assign work to thebranch in question, and change assigned branch

ReportCalculate monthly target workload for each surveyor
Report on economic feasibility, summarized report on completed
surveying, report on the number of new surveying cases, report on
the best surveying work of the month, report output (Excel)

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Category

Main function

Surveyingdata
management

Surveying data
uploadDetailed function
Upload surveying dataf) Survey Results Management System‒ The survey results preparation system is a system for preparing cadastral survey results by UAV
and T/S. It includes functions for performing survey calculations, saving results, and preparing
drawings and reports. It is connected with the function of registering cadastral survey results
through the cadastral registration system. The detailed functions of the survey results
management system are as follows:[Table Ⅴ-28] Detailed Functions of the Survey Results Management System

Category

Surveyingcalculations

Surveyingcalculations

Main function

Detailed function
Import (surveying results, file loading, coordinate
registration)
Registration of
Save as Excel (set number of digits and select fileobservation data
format)Register boundary points (point number, coordinate
registration, application, save)
Register reference points (point registration, startpoint/end point check/save)
Register intermediate points (point registration,intermediate point check/save)Linear line calculations
Calculate linear line (calculation, deviation check, Excelsave)
Calculate center line (line/left point/right point
selection/check/save)Create center line (line selection, check/save calculation
Center line calculations section on Excel)
Calculate center line (select/check/save center line)
Create center line (drawing/registration, check/saveStation point of center calculation section on Excel)
line calculations
Select/calculate station point of center line in use (selectfour points, enter specifications)Register calculation points (select block, check/savecalculation section on Excel)
Block calculations
Select/calculate center line (select three points, enterroad width/specifications)Register calculation points (select block, check/savecalculation section on Excel)
Block angle calculation
Select/calculate arc (radius, azimuth angle of starting
point/end point, specifications)Register calculation points (inner/outer block, checkcalculation section on Excel)
Curve calculations
Select/calculate arc (radius, azimuth angle, curve name,specifications)
Curve width calculations Calculation/drawing (select coordinates, enter point290

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

Category

Saving results

Coordinate
systemPreparation ofdrawings andreports

Main function

Detailed function
number, check calculation section)
Register used points (register two points, selectintermediate point)
Calculate/save (register points, enter block number,
Vertical line calculations check calculation section)
Register used points (register two points, enter distance,
block number)
Calculate/save (linear coordinates, check/savecalculation section on Excel)
Linear coordinates
calculations
Register boundary corner points (select/saveblock/boundary corner points)
Manage boundary points (copy and paste, register andCalculation pointsave point number/coordinates)
registration
Change layer (enter block number, select/save parcel)
Automatic connection (enter block number, check/save
attribute information)
Boundary pointconnection
Enter results (enter boundary point results, apply all
results)
Extract results (check/verify/save results, save outputs)
Results preparation
Import (select/check/loading Coordinates)
Set type (set/save STT, NTT, IGN)
Single coordinate system Apply (automatically generate the coordinate system,(unified origin)control points, and layers)
Import (select/check/loading Coordinates)
Set type (set/save coordinate system used locally)
Apply (automatically generate the coordinate system,
Local coordinate system
control points, and layers)
Run (register results file, check/save surveying results)
Setting (district name, output type, distance between
points, text size, etc.)
Create (check/save drawings, field information,
surveying results drawing)
Survey result(before inspection)
Partial drawing (select control point/scale, check/savecontent)
Run (register results file, check/save surveying results)
Setting (name, output type, distance between points, text
size, etc.)
Create (check/save drawings, field information,
Survey result
surveying results drawing)(after inspection)
Partial drawing (select control point/scale, check/savecontent)
Set/save confirmed Plan (large-scale surveying drawing)Set/save large-scale surveying within the district
Preparation of relatedcomparison of parcel information before and afterdrawings
surveyingboundary map of the district subject to surveying
Preparation of related

Confirmed area report (results report on the parcel area)291

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Category

Main function
reports

Detailed function
New and old land report (report on the parcel area before
and after surveying)
Comparison of new and old area (comparison of theparcel area before and after surveying)292

Ⅴ. To-Be Model of LIS and Project
Implementation Plang) Survey Inspection System‒ The survey inspection system is a system for checking the results of cadastral surveying by UAV
and T/S. It consists of functions to perform attribute verification, file verification, attribute error
correction, graph verification, overlap check and output of survey result map. The detailed
functions of the survey inspection system are as follows:[Table Ⅴ-29] Detailed Functions of the Survey Inspection System

Category

Main function

Detailed function

File name

File name/format compliance

Surveying fileTag attributes in surveying file

ID No.
Basic inspection

Presence of ID number and format compliance of graphic
data
Presence of ID number and format compliance of attribute
data
Tolerance (compliance with allowable error)

Area

Area (comparison between area based on coordinates and themap)Comparison of determined area (check the difference between
the calculated area and the determined area)
View/select inspection file

Attribute verification
Check/save/print Inspection results
View/select inspection file
File verification

Enter basic information, control points used, and surveyor
information
Check/save/print Inspection results

Correction of attribute
error

View attribute errors
Check/edit/save attribute errors
Check/save unclosed graphs

Surveying datainspection

Graph verification

Check/save duplicate point errors
Check/send inspection results
View/select target parcel

Subdivision point
verification

Enter X, Y point number and calculate distance
Check/save the difference between the subdivision lines

Inspection results
Checklist
Past history

Enter search conditions and check results
Check/save appropriateness of the inspection results
View/check the list of inspection targets
Select/inspect/check/save inspection items
Enter the streets around the examined parcel
Check/save inquiry results

293

Sri Lanka LAS & LISS Project F/S Service

Category

Overlap
inspection

Comprehensive
inspection

Main function

Detailed function

Surveying statusdrawingCompare overlap between the results file and surveying fileCadastral layer

Compare the results file and the files used by otherdepartments

Aerial image

Compare the results file and aerial imagery fileCompletion of results
inspection

Final inspection of the file after results inspection

Drawing output

Survey result maph) Field Survey System‒ The field survey system is a field surveying support program incorporated with a newtechnology that enables acquisition of cadastral data in the field in a quick and easy way. Its
functions include real-time observation results check, image data superimposition, and survey
results preparation. The detailed functions of the field survey system are as follows:[Table Ⅴ-30] Detailed Functions of the Field Survey System

Category
Authentication
Login

Main function
Systemauthentication
Login
New drawingHome

Detailed function
Authentication processing and initialization
Login, Forgot Password, Request Authentication
Initialize drawing

ImportCAD(DXF, DWG), JPG, GJN(GeoJson)

Export

CAD, GJN(GeoJson)

Save
Coordinatestransformation
Background map

Work management
View allSave
Input/transform/save transformation factor
Import Google Map (offline)
Import tiling images (aerial photographs and satellite imagery)
Apply coordinate system
Create new/Create work/Delete work
Import/Export
View all, change background color
Orientation (Station point/ Backsight point / 0 setting)
Measurement/orientation connectoin
Range/Measurement Point/Connection

Observation
Field surveying

Line of direction
Supplementary station
Subdivision point

Adjustment
Field surveying

Adjustment
PilingConfirmed point
Key management/before alteration/after alteration/alteration
results
Run/initialize
Select/import parcel

294

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

Category

Main function

Detailed function
Indicate distance and angle
Install marker
Symmetry / Alteration / Rotate
Add point / Edit point / Delete piont for curved points
Cut / Extent
Union operation / Intersection operation / Difference operation

Edit

Object decomposition
Chamfer / Fillet
Rubbersheeting

Drawing editing

Combining graphs
Register/view/edit attributes
Line/dashed line/polyline/polygon/rectangle
Draw

Circle/arc/ellipse/spline
Symbol, sign, number, length, character input/removal
Create dots

Snap

ON/OFF setting

Layer management

Edit, on/off, lockSelect object

Same key/same layer/same key color/same layer color

Style change

Character removal/symbol, line, face

Copy

Copy/cut/delete/paste
View all/move/zoom in/zoom out/enlarge/reduce size

Drawingmanagement

Screen control

Back/forward
Measure length, measure area

Objecttransformation

Line→Polyline, Polyline→Polygon, Polygon→Polyline
SettingPhase check

Micro polygon, polygon error, duplicate parcel search
Micro polygon, polygon error, duplicate parcel searchControl point
management
Boundary point
management
Detailed
calculations

Detailed
calculations

Preparation ofboundary point
observation area
Boundary point
calculation
Intersection
calculation
Subdivision

View/register control points
Azimuth and distance of known points
View/register boundary points
View boundary points / Boundary observation and coordinates
calculation
Manual management
Boundary observation section output / Excel output / registration
Cross calculation, inverse calculation, coordinate calculation,internal angle calculation, line partition
Rear 2 points, rear angle
Subdivision of 1 parcel / Serial subdivisions

295

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Category

Main function

Detailed function

Preparation of observation records
Boundary point connection
Results preparation
Fine adjustment of boundaries
Settings

Basic settings

Survey team management, route, decimal point settings

Observationequipment

View observation equipment list / Add equipment
Surveying origin settingsi) Image Basemap Management System‒ The image basemap management system integrates satellite image, aerial and drone photos byregion and shooting date. It creates image indexes and meta information so that users canconveniently search for the desired image. It is possible to check the video screen in 2 or 4
divisions to analyze the video of time series. The detailed functions of the image basemap
management system are as follows:[Table Ⅴ-31] Detailed Functions of the Image Basemap Management System

Category

Main function
Import image

Image data
management

Searching image

Detailed function
Import images
Input, edit, delete metadata
Create index layer
Searching date
Searching administrative area
Searching satellite image, aerial & drone image
Searching index
Searching area by user

Delete image
Image data
analysisImage data
print-out

Time series analysis andmultiscreen

Delete image data / index
Image data time series analysis
Display multiscreen(2, 4 division)

ExportSave image data to user PC

Pint-out

Preview and print-out
Set option for tiling image
Display status of tiling process
Save tiling image

Tiling image generation

4.3.2.Land Information Service SystemThe land information service system (LISS) provides services for general citizens to conveniently check cadastral maps and information on land such as state-owned lands and private lands on the Internet based on superimposed cadastral satellite images via the Internet anytime, anywhere.

The main detailed functions of LISS are as follows:296

Ⅴ. To-Be Model of LIS and Project
Implementation Plan
[Table Ⅴ-32] Detailed Functions of the Land Information Service System

Category

Main function
View map

Map screen

Measurement
Layer settings

Land information

Information search

Announcements

Information provision
NoticeCheck status
Bulletin
Data connection

Data sharing

Connection management
Location sharing

Detailed function
Zoom in, zoom out and pan on the map
View address
Display legend
Measure distance, measure area
Cadastral map, road, building layer on/off
Aerial photograph on/off
Location searchLand owner, price information
Land price information
Information on state-owned lands and private lands
land use information
Provide gazette, law & regulation information
Searching notice
Check application status
Search, input, edit, delete bulletin board
Information list API service
Information search API service
Management of organization of data connection andconnection status
Connection of URL of map location

4.4.System Development PlanFor land information system development, open source-based programs will be developed tominimize the distribution and maintenance costs, while in the case of the database manage
ment system, Oracle DMBS will be applied in consideration of compatibility with the SDS
L database. Application of the agile methodology is recommended in consideration of the nature of the project, which involves carrying out development in remote areasSystem is developed in cooperation with local private companies to secure the foundation for maintenance and foster private experts in the future. Plan to put into test operation

The system is developed in Sinhalese, Tamil, and English versions, the Main contractor is in charge of the English version, and the local developers support the development of Sinhal
ese and Tamil versions

Prevents security risks and increases user convenience by applying a Single Sign On (SSO)
service that allows access to multiple systems with only one account without having to go
through the authentication process for each systemInvestigation and analysis for system development are carried out locally within 4 months after the start of the main project, and system development is carried out in collaboration wit
h the contractor and the OJT staff in SDSL

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Sri Lanka LAS & LISS Project F/S Service
4.4.1.Open Source

The development of open source-based programs can prevent dependence on specific syste
ms and ensure efficient maintenance and repair. It can also bring the effect of spreading op
en source solutions centering on the public sector.

[Figure Ⅴ-27] Example of Open Source-Based System ArchitectureAn open source-based open source is a generic term referring to resources that are in compliance with open source license in that the source code can be modified and redistributed by anyone while protecting the rights of the software or hardware producer. when the origina
l producer “opens” the data, software source code, and drawings of the hardware production
method, users can download them and modify them for redistribution (“participate”), thereb
y creating new value in the process.



Various open sources ranging from data to software and hardware are being released in a broader scope, and through system development centering on open software that is widely us
ed and verified in open source fields, it is possible to reduce maintenance and repair costs
after project completion and minimize technical reliance on certain companies.

Open source-based spatial information software and library[Table Ⅴ-33] Open Source Spatial Information Software and Library

Type
Software
Spatial information management server
Library

Open sources
QGIS, uDIG, OpenLayers, Map Window, WorldWind
GeoServer
GDAL/OGR, GeoTools

298

Ⅴ. To-Be Model of LIS and Project
Implementation Plan
4.4.2.Database Management System (DBMS)


The most popular commercial DBMS for spatial information-based systems is Oracle, and P
ostgreSQL is widely used for open source DBMS.



Oracle has been selected for the DBMS in consideration of the stability of the Oracle datab
ase and its compatibility with the existing SDSL system.

[Table Ⅴ-34] Comparison of DBMS

Category

Characteristics

OraclePostgreSQL

 Database license can be freely

 Employs a adaptation architecture where oldused anywhere on Cloud and on
the premises
 No. 1 global market share amongcommercial DBMS Centralized system that allows foradministration monitoring andtuning of multiple databases

data are left when updating or deleting dataand new data are added at the end.
 Implementation of transaction attribute ACID
(atomicity, consistency, isolation, durability) Encryption of data transmitted between clientand network through SSL communication andhost-based access control

 Excellent for handling large

Pros

Cons

amounts of data Can design the databaseconsidering performance apartfrom the hardware Freedom of redistribution of edited source of

BSD license Reduced licensing costs resulting from system
expansion License fee Difficulty in receiving maintenance services

 Relatively many items that the Lack of flexibility due to strict SQL standards

DBA needs to set for systemtuning Learning costs incurring from insufficient user

Choicebase○

4.4.3.Development MethodologyIn the case of large-scale system development such as land information system, due to thecomplexity of the process, problems such as low reliability of S/W, increased development
cost, and delayed development plan frequently occur. In order to solve these problems, vari
ous methodologies have been developed that apply the Software Development Life Cycle(SDLC). We propose a new approach called ‘Agile methodology’, which is widely used for large scale remote system development.



It is necessary to have an infrastructure environment that can share the development requirements in consideration of the characteristics of projects that are developed remotely and intr
oduce a system to mutually recognize the development results from the analysis and design
stages for accurate definition and demand analysis of Sri Lankan land work

Agile methodology began as a way to solve the problems of traditional software developme
nt, and aims to prioritize the functions that are valuable to customers while minimizing the299

Sri Lanka LAS & LISS Project F/S Service

uncertainty of requirements and to minimize frequent communication and output with custo
mers[Table Ⅴ-35] Comparison of S/W development methodology

Category

Water fall(traditional)

Agile Rather than creating unreasonable or

Oriented(plan VS
customer)

Release(big bang VS
small)

 Develop a schedule for the entire

project period before starting the
project and proceed with the
project accordingly

unrealistic plans, the plan focuses on what
is important or confirmed to the customer atthis time and recognizes that the plan can bechanged according to the project situation.
 Principles develop the features that
customers value first Repeat small releases over a period of time Release all features at once at theend of the projectcalled iteration
 Customers check early to see if
requirements are being reflected It is important that the software works

 Ensure that the project is going

Focus(output VS S/W)

well by checking whether thedeliverables have been created at
the planned stages

properly and how well it is designed tomeet the requirements
 More flexible meaning that the output canbe produced in various forms to suit thesituation, rather than not creating a
document○

Choice[Figure Ⅴ-28] Form of Agile Development Methodologies
4.4.4.Data security
Open source software is known to be susceptible to hacker attacks because of its open source, but that's not true. Today's state of the art security has little to do with whether the sou
rce is public or not, and open source software quickly patches or upgrades within hours ordays after discovering a flaw such as security vulnerability, while the source is proprietary.
In-software users will be forced to rely on vendors until software vendors release upgradedbinary versions, requiring considerable time, while users are vulnerable to known threatsIn order to support security issues related to data processing and communication, several projects based on open source software have been developed and provided with reliable encry300

Ⅴ. To-Be Model of LIS and Project
Implementation Planption technology for the public sector. Provides management solution for application program and used key for encryption using hardware encryption function

The DB encryption configuration method supports personal information protection, prevents
data leakage, and proposes an API method with no load on the DBMS

[Table Ⅴ-36] Comparison of DB encryption type

Items

Oracle TDE(Transparent Data Encryption)API

Encryption
methodEncryption by DBMS kernel

Calling encryption/decryption by API server

Load on DB serverWith load whenencryption/decryption

Without load to DBMS

Security for
personnel
information
Using AlgorithmㅿO

AES, 3DES

AES, 3DES, SEED, ARIA, SHA-256/384/512

Management of
Key and policy

Saving in DB server(possible to save
separated key server)

Saving separated key server

Security
inspection

No function of saving

Saving access record of encryption column
and change of policy

Authorization
management

No function of authorization
management

Separated authority of DB manager and DB
security manager(value: account/IP/Mac/App
name/time/period/date)

Maintaining
encryption

Maintaining encryption when saving
in data file

Maintaining in table/index/each DB/
Log/SGA(memory)

Environmentchange of DBMS
when installationX

No change

Change of existing
application

No changes

Need to edit various application

Possibility of dataleakage

Possible to data-leak for no
decryption control function after DB
log-inPossible to data-leak to unauthorized person

Performance(respo
nse speed)gap(before, after
encryption)

No gapBarely gap

ChoiceO

301

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5.Construction Plan for Data Center and Infrastructure
5.1.Specifications and Details of the Introduced Equipment
5.1.1.Main Data CenterEquipment composing the main data center of the Sri Lanka LIS is as follows:[Table Ⅴ-37] Main Data Center Specifications and Details of the Introduced Equipment

Category

Equipment

Specification

DMZ - Public Service CPU3.6GHz4Core*2EA
WEB/WAS Server Memory:64GBHDD600GB10KSASx2EA

1

DMZ - Government
Service WEB/WAS
Server

CPU3.6GHz4Core*2EA
Memory:64GBHDD600GB10KSASx2EA

1

LAS WEB/WAS/SSO
Server

CPU3.6GHz4Core*2EA
Memory:32GBHDD600GB10KSASx2EA
Dualport16GbpsHBA*1EA1LISS WEB/WAS/SSO
Server

CPU3.6GHz4Core*2EA
Memory:32GBHDD600GB10KSASx2EA
Dualport16GbpsHBA*1EA

2DB Server

CPU3.6GHz4Core*2EA
Memory:32GBHDD600GB10KSASx2EA
Dualport16GbpsHBA*1EA2Cluster Solution (HA) StorageSharing&DBPostgreSQL
Servers

Storage

Quantity

1

GIS ServerCPU2.6GHz4Core*2EA
Memory:16GBHDD600GB10KSASx2EA
Dualport16GbpsHBA*1EA

2Backup ServerCPU2.6GHz4Core*2EA
Memory:16GBHDD600GB10KSASx2EA
Dualport16GbpsHBA*1EA2Data Connection
Server

CPU2.6GHz4Core*2EA
Memory:16GBHDD600GB10KSASx2EA
Dualport16GbpsHBA*1EA

2WEB/WAS
Development ServerCPU2.6GHz4Core*2EA
Memory:16GBHDD600GB10KSASx2EA
Dualport16GbpsHBA*1EA

1Development DB
Server

CPU3.6GHz4Core*2EA
Memory:32GBHDD600GB10KSASx2EA
Dualport16GbpsHBA*1EA

1KVM S/W

19-inch, 16-port PS/2-USB

1

SAN Switch

16-port SAN Switch include GBIC 16EA

2302

Remarks

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

Category

Equipment

Specification

QuantityandBackupStorage #1(LAS)

Dual Controller, 128GB Cache, 32G FC 8Port
10Krim 12G SAS Disk, Usable 157 TB

1Storage #2(LISS)

Dual Controller, 128GB Cache, 32G FC 8Port
10Krim 12G SAS Disk, Usable 50 TB

1

VTL(Virtual Tape
Library)

32G FC 2Port(Min) Usable 105 TB

1

Switch Capacity 2Taps or higher
10/100/1000 * 48Port or higher, 1G SF * 24Port or higher

2

L2 Switch

10/100/1000 * 24Port, 2SF or higher

4

L4 Switch

L4/7 Throughput: 2Gaps, 1G SF * 8port &10/100/1000BASE-T 12Ports & 1G/10G * 2port

6

DDoS

Max performance: 8Gaps, support power supply
redundancy
8*10/100/1000B-TX, 2*1000B-SS, 0*10GB-X

2

IPS

Incl. IPS License, power supply redundancy
8*10/100/1000B-TX, 8*1000B-SS
10G Base-X x 0

2

Main Firewall

Firewall Throughput: 16Gaps or higher, power
supply redundancy
8*10/100/1000B-TX/ 8*1000B-SS
10G Base-X x 0

2

Server Farm Firewall

Throughput: 8Gbps or higher, power supply
redundancy
8*10/100/1000B-TX/ 8*1000B-SX

2

Web Firewall

Throughput: 600Mbps, power supply redundancy
Port: 8 x 1G SFP, 8 x 1G Copper

2

NMS/SMS/FMS

Integrated management of failure events, server
performance, failure management, Network
equipment management, management ofauxiliary equipment in computer room

1

Access Control

System access and authorization authentication,system connection session control
Server License 10ea, Network License 15ea

1

ESM

Unstructured log collection and log parsing
automation, real-time monitoring, log search,
critical point analysis

1

NDVR

Full HD 1080P, 8ch, Supports up to 8Mega pixel
esolution, 10TB HDD

1Backbone Switch
Network

Security
System303

Remarks

Sri Lanka LAS & LISS Project F/S Service

5.1.2.Backup Data CenterThe equipment for hot site construction for the Sri Lanka LIS are as follows.



SLT IDC facilities will be utilized as power and air conditioning facilities for system operation.

Install independent fence to reinforce security in the server room

[Table Ⅴ-38] Backup Data Center Specifications and Details of the Introduced Equipment

Category

Servers

Equipment

Specification

DMZ - public
serviceWEB/WAS
Server

CPU3.6GHz4Core*2EA
Memory:64GBHDD600GB10KSASx2EA

1

DMZ - government
service WEB/WAS
Server

CPU3.6GHz4Core*2EA
Memory:64GBHDD600GB10KSASx2EA

1

LAS WEB/WAS/SSO
Server

CPU3.6GHz4Core*2EA
Memory:32GBHDD600GB10KSASx2EA
Dualport16GbpsHBA*1EA1LISS WEB/WAS/SSO
Server

CPU3.6GHz4Core*2EA
Memory:32GBHDD600GB10KSASx2EA
Dualport16GbpsHBA*1EA

2DB Server

CPU3.6GHz4Core*2EA
Memory:32GBHDD600GB10KSASx2EA
Dualport16GbpsHBA*1EA2Cluster Solution(HA) StorageSharing&DBPostgreSQL

Storage andBackupQuantity

1

GIS ServerCPU2.6GHz4Core*2EA
Memory:16GBHDD600GB10KSASx2EA
Dualport16GbpsHBA*1EA

2Backup ServerCPU2.6GHz4Core*2EA
Memory:16GBHDD600GB10KSASx2EA
Dualport16GbpsHBA*1EA2Data Connection
Server

CPU2.6GHz4Core*2EA
Memory:16GBHDD600GB10KSASx2EA
Dualport16GbpsHBA*1EA2KVM S/W

19-inch, 16-port PS/2-USB

1

SAN Switch

16-port SAN Switch include GBIC 16EA

4Storage #1(LAS)

Dual Controller, 128GB Cache, 32G FC 8Port
10Krim 12G SAS Disk, Usable 157 TB

1Storage #2(LISS)

Dual Controller, 128GB Cache, 32G FC 8Port
10Krim 12G SAS Disk, Usable 50 TB

1

304

Remarks

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

Category

Equipment
VTL(Virtual Tape
Library)

Security
SystemQuantity

32G FC 2Port(Min) Usable 105 TB

1

Switch Capacity 2Tbps or higher
10/100/1000 * 48Port or higher, 1G SFP *24Port or higher

2

L2 Switch

10/100/1000 * 24Port, 2SFP or higher

4

L4 Switch

L4/7 Throughput: 2Gbps, 1G SFP * 8port &10/100/1000BASE-T 12Ports & 1G/10G *
2port

6

DDoS

Max performance: 8Gbps, support power
supply redundancy
8*10/100/1000B-TX, 2*1000B-SX, 0*10GB-X

2

IPS

Incl. IPS License, power supply redundancy
8*10/100/1000B-TX, 8*1000B-SX
10G Base-X x 0

2

Main Firewall

Firewall Throughput: 16Gbps or higher,
power supply redundancy
8*10/100/1000B-TX/ 8*1000B-SX
10G Base-X x 0

2

Backbone Switch
NetworkSpecification

Throughput: 8Gbps or higher, power supply
Server Farm Firewall redundancy
8*10/100/1000B-TX/ 8*1000B-SX

Remarks

2

Web Firewall

Throughput: 600Mbps, power supply
redundancy
Port: 8 x 1G SFP , 8 x 1G Copper

2

NMS/SMS/FMS

Integrated management of failure events, server
performance, failure management, Network
equipment management, management ofauxiliary equipment in computer room

1

Access Control

System access and authorization authentication,system connection session control
Server License 10ea, Network License 15ea

1

ESM

Unstructured log collection and log parsing
automation, real-time monitoring, log search,
critical point analysis

1

5.1.3.District Survey OfficesEquipment for improving the working environment of individual district survey offices (25 locations) of the Sri Lanka LIS are as follows:[Table Ⅴ-39] District Survey Offices Specifications and Details of the Introduced Equipment

Category

Equipment

Introduced

L2 Switch

Specification
10/100/1000 * 24Port, 2SFP or higher

305

Quant
Power
ity
consumption(W)
1

30

60

Sri Lanka LAS & LISS Project F/S Service

Specification

Quant
Power
ity
consumption(W)Category

Equipment

equipment

Patch Panel

RJ-45, 24 Port

2

-

-

Workstation

CPU: 3.6GHz 4Core * 2ea
Mem: 32GB, HDD: 600GB 10K SAS * 2ea
Graphic: Radeon Pro or higher

2

450

900

NAS Storage(Physical 10
TB)

Quad-Core Processor / DDR4 2GB /10/100/1000 Mbps (Fast-Ethernet)/
Hot Swappable / 1U Rack Mountable

1

250

250

Scanner

ADF and Flatbed Scanner
1,200 DPI x 1,200 DPI (Hor. x Ver.)
Scanning Speed: Mono/Color - 25 p/min

1

50

50

UPS

2U, 1.5 kVA or higher. RACK Mountable

1-

1260 W

Equipment introduced into district survey offices (total)
Laying of UTP cable and installation of exposed outlets for Intranet (15 locations)
set of rack for additional equipment (incl. power distribution unit)

5.1.4.Divisional Survey OfficesThe equipment for implementing an integrated network environment of individual divisional
survey offices (84 locations) of the Sri Lanka LIS are as follows:[Table Ⅴ-40] Divisional Survey Offices Specifications and Details of the Introduced Equipment

Category

Introduced
equipment

Equipment

Specification

Quan
tity

Power
consumption(W)F/O Patch
Panel

16 Port or higher, pig tail & FC Connector

1

-

-

LGN Router

10/100/1000 * 24Port, 2SFP or higher

1

75

75

FirewallCheckpoint CP 3200

1

60

60

L2 Switch

10/100/1000 * 24Port, 2SFP or higher

1

30

30

Patch Panel

RJ-45, 24 Port

2

-

-

2U, 1 kVA or higher. RACK Mountable

1

-

-

UPS

Equipment introduced into divisional survey offices (total)

165W

Laying of UTP cable and installation of exposed outlets for Intranet (2 locations)
1 set of rack for additional equipment (incl. power distribution unit)

5.1.5.Local Authority(Municipal Council)


The LAS User PC(including LAS Client Software), which is newly supplied to the Local A
uthority (Municipal Council), automatically displays the LAS UI (User Interface) after booti306

Ⅴ. To-Be Model of LIS and Project
Implementation Planng through PC configuration, allowing MC personnel to use LAS Log-in and services witho
ut any additional process.


LGN 2.0 Service is not currently available to all local authorities, but LGII's annual supply
expansion plan has confirmed that the service will be provided within the next three years.

Separately, the newly installed LAS is a WEB Based Application, and it is confirmed that t
here is no problem in accessing and using the service to each Municipal Council that curre
ntly uses the SLT lease network.

Equipment for improving the working environment of individual municipal council (24 locations) of the Sri Lanka LIS are as follows[Table Ⅴ-41] Municipal Council Specifications and Details of the Introduced Equipment

Category
Introduced
equipment

Equipment
LAS User
PC(includi
ng LAS
ClientSoftware)Specification

Unit Q’ty

Total Q’ty

CPU : Intel Core i7-8700 (3.2GHz, 6Core)
Mem : 8GB HDD : SSD M.2 256GB * 1EA,SATA 7.2Krpm 1TB * 1EA, O/S : Windows10
Pro 64bit Keyboard, Mouse, 24" LCD Monitor

2 set

48 set

5.2.Construction Plan for Data Centers5.2.1.Selection of Project Areas

The headquarters of the Survey Department of Sri Lanka (SDSL) operating under the Ministry of Lands and Parliamentary Reforms (MoLPR) is located in Colombo, the political andeconomic capital of Sri Lanka, and it is a three-story building located about an hour drive a
way from Bandaranaike International Airport (32km in straight line).



In Sri Lanka, infrastructure environment and service stability vary widely by region, and W
estern Province, where the capital is located, has a significantly lower frequency of electrici
ty supply and other communication services than other regions.



It is located 7.5km straight from the Port of Colombo containing a terminal which handles
2.4 million TEU or around 5 million containers measuring 20 feet (TEU) each year, and th
us it has excellent accessibility to shipped cargo.



The average monthly temperature in Colombo is 27.3~29.4℃ and the annual precipitation isabout 1,990mm, which is relatively lower than the central region (at least 5,000mm annually) where flood damage occurs every year.

The Second(2nd) Floor of the SDSL HQ is the space for the main equipment and network
links of the land information system (LIS) currently in operation as well as the operators th
ereof. Therefore, it will facilitate the operation, maintenance and repair of LAS and LISS to
be set up in the future.



In addition, failure or interruption of the system (survey data computerized management sys

307

Sri Lanka LAS & LISS Project F/S Servicetem) in operation due to infrastructure / environmental facilities was not confirmed during t
he course of this task during the field survey and interviews with the personnel in charge.
Main Data Center located No 150, Kirula Road, Narahenpita, Colombo 05 at SDSL 2nd floor,
Backup Center located Techno City, Pitipana, Homagama, 20km from the Survey Department
HQ[Figure Ⅴ-29] Location of Main Data Center & Backup Data Center
5.2.2.Space Utilization Plan for Data Center

There are currently two racks (one for the network and one for the servers) in the current s
erver room, and there are two air conditioners (A/Cs) being operated in an alternating manner.



If the same site is used, it will be inevitable to suspend equipment operation in order to carry out environmental construction, and four additional racks need to be installed to set up t
he new system, but there are insufficient surfaces for such installations.



In addition, there is a high risk of leakage due to drainage piping for rainwater that penetra
tes through the room.

For the above reasons, it has been agreed to instead use the space on the side of the existin
g server room (currently the workspace for the O&M personnel).



It is possible to install the racks as two-tier racks and to secure a space for three additional
racks in the future.



It is possible to secure a space for operation and monitoring in front of the equipment roo
m for efficient operation.



In order to provide more effective DC space, this feasibility study reviewed the containerize308

Ⅴ. To-Be Model of LIS and Project
Implementation Pland data center in the early stage of the task, but utilized the space in the building proposedby the source organization in consideration of the accessibility of the operation personnel and the installation area of the new device.
Supplementing the incidental environmental facilities (regular power supply, emergency pow
er supply and redundant thermo-hygrostat) have been considered to minimize risks.

[Figure Ⅴ-30] Target Spaces in the Data Center[Figure Ⅴ-31] Utilization Plan for the Spaces in the Data Center
5.2.3.Hardware/Software/Network Construction Plan

1) Server and Storage Construction PlanWhen calculating the server capacity for the SDSD land data system server and storage, thestandard that was applied was “A Guideline for Hardware Sizing of Information Systems(December 19, 2018)” of the Telecommunications Technology Association (TTA) of Korea.

309

Sri Lanka LAS & LISS Project F/S Service


The TTA Guideline suggests that 1% to 10% of all users be counted as connected users an
d 5% to 10% of the connected users be counted as concurrent users for systems with a large number of unspecified users such as a civic portal.

Considering the number of land information system users and transaction processing capacity (tpmC), servers that can be scaled in the future as a way to prepare for an increase in th
e number of users and that the recipient country can easily repair troubleshoot were chosen.



The calculation basis according to the purpose of use for each server as well as the CPU,
memory, and hard disk capacity are as shown in the table below.

Basis and capacity of CPU selection‒ WEB/WAS servers[Table Ⅴ-42] Basis for WEB/WAS CPU Calculations

Item

Description

Generalvalue

1

Number of concurrent
users

26.69 million (total population) x Internet usage rate
(32.05%) x Connected users (1%) x Concurrent users(5%) = 3,476 (external access)
610,000 people (number of stakeholders30) x Internet
usage rate (32.05%) x Rate of connected users (1%) x
Average number of concurrent users (5%) = 99 people
Internal server: 99 people / Public service server: 3,476
peopleConcurrent users x Annual growth rate of 30% (3years)

218 /
7,637

2

Operation number per
user

Apply 5, even though the web service and application
logic are mixed, because it mainly handles web service
operations

5

3

Basic OPS correction

Correction performed to apply OPS values measured in
an experimental environment to a complex real-life
environment

34Correction according to Apply 2 by calculating the correction value according
purpose of use
to the type of system in question based on WAS server

2

No.

5

Interface loadcorrection

Apply the load factor occurring on the interface duringcommunication with other servers

1.1

6

Peak time loadcorrection

Apply 30% as the load factor to prevent load caused bya rise in connected users

1.3

7

System redundancy

Apply 30% as the correction value for stable system
operation as the level of importance and urgency of thework is high

1.3

8System target
utilization rate

Apply 0.7 as the CPU utilization rate under theassumption that the system is operating stably

0.7

30 Preliminary Report - Census of Public and Semi Government Sector Employment – 201

310

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

No.

Item

Description

Generalvalue

OPS = (number of concurrent users * number of operations per user * basic OPS correction *correction according to purpose of use * interface load correction * peak time load correction* system redundancy) / system target utilization rate
When using Web/WAS servers simultaneously, the final value is obtained by multiplying
the estimated value by 1.6

Equation

Source: TTA‒ General servers (GIS, data linking and backup server)[Table Ⅴ-43] Basis for General Server CPU Calculations

Item

Description

Generalvalue

1

Number of concurrent
users

1.12 million (total number of public servants31) x Internet
usage rate (32.05%)x Connected users (1%) x Concurrent
users (5%) = 179 people
Concurrent users x Annual growth rate of 30% (3 years)

394

2Operation number per
user

Apply 5, even though the web service and application logic
are mixed, because it mainly handles web service
operations

5

3

Basic OPS correction

Correction performed to apply OPS values measured in
an experimental environment to a complex real-life
environment

34Correction according
to purpose of use

Apply 2 by calculating the correction value according to thetype of system in question based on WAS server

25Interface loadcorrection

Apply the load factor occurring on the interface duringcommunication with other servers

1.1

6

Peak time loadcorrection

Apply 30% as the load factor to prevent load caused by arise in connected users

1.3

7

System redundancy

Apply 30% as the correction value for stable system
operation as the level of importance and urgency of thework is high

1.3

8System target
utilization rate

Apply 0.7 as the CPU utilization rate under the assumptionthat the system is operating stably

0.7

No.

OPS = (number of concurrent users * number of operations per user * basic OPS correction * correction
according to purpose of use * interface load correction * peak time load correction * system redundancy) /Equatisystem target utilization rateon
When using Web/WAS servers simultaneously, the final value is obtained by multiplying the estimated value
by 1.6

Source: TTA

31 Preliminary Report - Census of Public and Semi Government Sector Employment – 201

311

Sri Lanka LAS & LISS Project F/S Service‒ DB Server

312

Ⅴ. To-Be Model of LIS and Project
Implementation Plan
[Table Ⅴ-44] Basis for Database Server CPU Calculations

Item

Description

Generalvalue

1

Number of concurrent
users

1.12 million (total number of public servants) x
Internet usage rate (32.05%) x Connected users (1%)
x Concurrent users (5%) = 179 people
Concurrent users x Annual growth rate of 30% (3years)

394

2

Number of current users, operation number per
Number of transactions
user(2~7) and number of transactions per operation
per minute(4~6) (number of operation: 2, transaction: 4)

3,940

3

Basic tpmC correction

Correction performed to apply the value measured
in an experimental environment to a complex reallife environment

54Peak time loadcorrection

Correction made to ensure smooth system operation
during the peak time

1.3

5

Database size
correction(apply for databaseserver)Considers the number of database table records andthe total database volume

1.7

Application architecture Considers the application architecture and thecorrection
performance gap due to the required response time

1.2

No.

6
7

Application loadcorrection

Considers simultaneous assignments at the peak time
for online work

1.7

8

Cluster correction

Correction made in preparation for failures in acluster environment

1.5

9System redundancy

Correction made to ensure stable system operation

1.3

10

System target
utilization rate

CPU utilization rate determined under theassumption that the system is operating stably

0.7

Equation

tpmC = (number of concurrent users * number of transactions per minute * basic tpmC
correction * peak time load correction * database size correction * application architecture
correction * application load correction * cluster correction * system redundancy) / systemtarget utilization rate

Source: TTA‒ Memory Calculation Basis and Services[Table Ⅴ-45] Memory Calculation Method

No.

Item

Description

1

System area2

Required memory per
user

Memory per user necessary for application,
middleware and DBMS use

3

Number of concurrent
users

Number of concurrent users * Rate of increase: 30%* 3 years

Default OS + service + other utilities

313

General
value
6,144
2
Corresponding value

Sri Lanka LAS & LISS Project F/S Service

General
value

No.

Item

Description

4

OS buffer cachecorrection

Correction of memory location where a certain
amount of data is stored temporarily in order toimprove the processing speed

1.15

5

Middleware buffer
cache memory

Cache area used by middleware such as heap size in
WAS and shared memory in DBMS

2

6

System redundancy

Correction for stable system operation

1.3

Memory (MB) = {system area + (required memory per user * number of users) + middleware
buffer cache memory} * OS buffer cache correction *system redundancy

Equation
Source: TTA‒ Basis for Disk Capacity Calculations[Table Ⅴ-46] Disk Calculation Method

General
value

No.

Item

Description

1

System OS area

2

Application programarea

3

SWAP area

4

File system overhead

A space for managing super users for the user
management area and a space for managing files
such as I-node Overhead

1.1

5

Spare for System Disk

A correction value necessary for stable system
operation; apply the general value taking into
consideration the level of importance or urgency ofthe operation

1.3

6

Space for RAID
configuration

RAID 1: 100%, RAID 5: 30%

2

Windows Server, Service

32,768Middleware and application software areas,
databases, and other utility installation areas

31,232Workspace for performing dumping role in case of
system failure and swapping memory

32,768System disk = (system OS area + application software area + SWAP area) * file system overhead * Sparearea for System Disk * Space for RAID configuration

Equation
Source: TTA

Sizing calculation results and recommended specifications for general servers, Web/WAS servers, and DB servers to be set up at the Sri Lanka LIS main data center are as follows:[Table Ⅴ-47] Final Size Calculation Results

CategoryCalculation item

Web/WAS serve

General serverInternal

314

Public service

DB server

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

CategoryCalculation
results

Recommendedspec.

Calculation item

General server

CPU (tpmC)

Web/WAS serve

DB server

Internal

Public service

24,564

13,586

477,011

246,952

Memory (GB)

10.37

9.84

32.03

8.24

Disk (GB)277

CPU (minimum
requirement)

2.0Ghz
4Core 2P

2.0Ghz
4Core 2P

3.6Ghz 4Core
2P

3.0Ghz 4Core 2P

Memory (GB)(minimumrequirement)

16

16

64

16

Disk (GB)(minimumrequirement)

300*2 (Raid1+0)

277

277

300*2 (Raid1+0)

300*2 (Raid1+0)

Storage Architecture Plan

‒ As for the data storage measures for the Sri Lanka LIS, they will be largely divided into a service
data area through the disk array using SCSI interface and a management data area using Virtual
Tape Library (VTL) in the method of SAS or SATA interface in order to consider the economic
impacts of securing a large-scale storage space.
‒ The service data area physically separates the land administration system (LAS) and the land
information service system (LISS).
‒ The disk array and VTL are connected to the SAN switch which is redundant with the upper
server farm in order to ensure stability and data input/output speed.

[Figure Ⅴ-32] Storage Area Composition‒ The data volume generated following the establishment of the Sri Lanka LIS and the storage sizefor each purpose are as follows:315

Sri Lanka LAS & LISS Project F/S Service[Table Ⅴ-48] Cadastral Size for Each District Survey Office

Provinces

Western
Province

North-Western
Province

North
Province

CentralProvince

North-Central
Province

Eastern
Province

Southern
Province

Sabaragamuwa
Province

UVA
Province

District Name

Area of DB(㎢)

Cadastral Size(789 byte/㎡)

Kalutara

1,574

1.26 TB

Colombo676

0.54 TB

Gampaha

1,341

1.07 TB

Kurunegala

4,621

3.69 TB

Puttalam

2,876

2.29 TB

Jaffna938

0.75 TB

Vavuniya

1,861

1.48 TB

Mannar

1,881

1.50 TB

Mulativu

2,412

1.92 TB

Kilinichchi

1,2040.96 TB

Kandy

1,915

1.53 TB

Matale1,951

1.56 TB

Nuwaraeliya

1,704

1.36 TB

Anuradapura

6,659

5.31 TB

Polonnaruwa

3,078

2.45 TB

Trincomalee

2,525

2.01 TB

Batticaloa

2,609

2.08 TB

Ampara4,228

3.37 TB

Galle

1,620

1.29 TB

Matara1,267

1.01 TB

Hambantota

2,496

1.99 TB

Kegalla1,688

1.35 TB

Ratnapura

3,237

2.58 TB

Badulia

2,823

2.25 TB

Monaragala

5,511

4.39 TB

316

Remarks

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

Provinces

District NameTOTAL

Area of DB(㎢)

Cadastral Size(789 byte/㎡)

62,695 ㎢

49.99 TB

Remarks[Table Ⅴ-49] UAV Image Size (24 Municipal Councils)

Capacity(TB)
Management Ingae
UAV
Raw UAV Image
Ortho-Image(101.7KB/㎡)(33.9KB/㎡)

Service Image
Ortho-Image
Tiling Data
(135.6KB/㎡)

Municipal Council(MC)

Extents(㎢)

Colombo

40.33

4.10

1.36

5.46

Dehiwala-Mount

21.07

2.14

0.71

2.85

Kaduwela

88.11

8.96

2.98

11.94

Moratuwa

19.26

1.95

0.65

2.6

Sri Jayawardanapura Kotte

16.47

1.67

0.55

2.22

Gampaha

27.81

2.82

0.94

3.76

Negombo

28.53

2.90

0.96

3.86

Kurunegala

11.80

1.19

0.39

1.58

Jaffna

19.49

1.98

0.66

2.64

Kandy

27.01

2.74

0.91

3.65

Dambulla

57.05

5.80

1.93

7.73

Matale

12.16

1.23

0.41

1.64

Nuwaraeliya

13.55

1.37

0.45

1.82

Anuradapura

46.99

4.77

1.59

6.36

Polonnaruwa

38.14

3.87

1.29

5.16

Baticaloa

38.10

3.87

1.29

5.16

Akkaraipattu

5.39

0.54

0.18

0.72

Kalmunai

28.53

2.90

0.96

3.86

Galle

18.70

1.90

0.63

2.53

Matara

21.02

2.13

0.71

2.84

Hambantota

82.78

8.41

2.80

11.21

317

Sri Lanka LAS & LISS Project F/S Service

Capacity(TB)
Management Ingae
UAV
Raw UAV Image
Ortho-Image(101.7KB/㎡)(33.9KB/㎡)

Service Image
Ortho-Image
Tiling Data
(135.6KB/㎡)

Municipal Council(MC)

Extents(㎢)

Rathapura

26.37

2.68

0.89

3.57

Badulla

10.61

1.07

0.35

1.42

Bandarawela

8.75

0.88

0.29

1.17

71.87 TB

23.88 TB

94.58 TB

Total
[Table Ⅴ-50] Satellite Image SizeNo.

Category (purpose of use)

Capacity

Remarks

1

Raw Satellite Image

5 TB

For mn2

1m Grid DEM (DSM)

2 TB

3

Satellite Ortho Image for island wide

3 TB

4

Image Tiling Data (for service purposes)

12 TB

TOTAL

For management
purposes
For management
purposes

22 TB[Table Ⅴ-51] Total Storage Capacity for Data Management

No.

Category (purpose of use)

Calculated capacity

1

UAV image size

94.58 TB

2

Satellite image size

10 TB

Subtotal

104.58 TB

AReserve rate (apply 30%)

104.58 TB x 130 % ≒ 135.95 TB

B

Physical size(considered the space for Raid
configuration:40%)

135.95 TB x 140 % ≒ 190.33 TB≒ 200 TB

Applied storage size

318

Ⅴ. To-Be Model of LIS and Project
Implementation Plan
[Table Ⅴ-52] Total Storage Capacity for LAS

No.

Category (purpose of use)

Calculated capacity

1

Cadastral size

49.99 TB

2

UAV image size

95.75TB

3

Satellite image size

12 TB

Subtotal

157.74 TB

AReserve rate (apply 30%)

157.74 TB x 130 % ≒ 205.06 TB

B

Reserve rate (apply 30%)205.06 TB x 140 % ≒ 287.08 TB≒ 300 TB

Applied storage size

[Table Ⅴ-53] Total Storage Capacity for LISS

No.

Category (purpose of use)

Calculated capacity

1

Reserve rate (apply 30%)

49.99 TB

Subtotal

49.99 TB

A

Reserve rate (apply 30%)

49.99 TB x 130 % ≒ 64.98 TB

B

Reserve rate (apply 30%)

64.98 TB x 140 % ≒ 90.97 TB≒ 100 TB

Applied storage size2) Software Construction Plan
[Table Ⅴ-54] Software Construction Plan

Software

Main Roles and Proposed Specifications

Web Server

Plays the role of receiving http request from service requester and delivering the
middleware request value

Application
ServerPlays the role of an intermediary for the application of the LIS to operate between theservice requester and the database
Manage transactions, execute business logic to handle tasks, and interconnect
applications between different systems

Database

Plays the role of storing and managing attribute and spatial data of the LIS

GIS Server

A server program that supplies various spatial data to the Internet GIS interface

319

Sri Lanka LAS & LISS Project F/S Service

Software

Main Roles and Proposed Specifications

Reporting S/W

Apply HTML5 to fully support web accessibility and web standards
Provide a GUI development environment optimized for preparing complex reports
with many tables and lines
Send encrypted data between the server and client and ensure strong security suchas a watermark in case of unauthorized tampering

Backup S/W

Physical environment, virtual environment, compact environment, large-scale IDC
backup support
Support various environments such as DAS, NAS, and SAN environment
Automatically perform scheduled backup
Provide diverse reporting functions with respect to backup

SSO S/W

Single authentication for C/S and web-based applications
Support various authentication mechanisms such as security tokens, certificates,and smart cards

3) Network Construction PlanThe Sri Lanka LIS network will be designed taking into consideration stability, flexibility, security, scalability, etc.



The main data center of the Sri Lanka LIS and the local survey offices will be connected using the LGN 2.0 network.



LGN (Lanka Government Network) 2.0‒ Overview
 Set up a network that can ensure reliability and safety for data exchange among governmentbuildings by securing last mile connectivity based on optical cables
 Enable the use of Lanka Government Cloud (LGC) services and safe integration with LGN and theexisting network of government agencies
 Promote network platforms to facilitate new applications such as a cloud-based email feature, G2GIP-based voice feature, and video conferencing feature[Figure Ⅴ-33] LGN 2.0 Overview‒ Main function
 The LGN 2.0 access network is an L3 VPN cloud.

320

Ⅴ. To-Be Model of LIS and Project
Implementation Plan Remote access will be allowed via the shortest path through the core without routing.
 An Internet quota will be assigned to LGN users and requests for more may be made whennecessary; however, data communication between government agencies and communication
between regular agencies and LGC are not related to the quota system.
 All LGN wireless users must be authenticated through the captive portal in order to access the

LGN network or internal network, but wired users only need to authenticate themselves whenaccessing the Internet.
 The hosting server is not directly exposed to the Internet via LGN.

[Figure Ⅴ-34] Block Diagram of Remote Area

‒ Scalability of LGN 2.0
 LGN from the Lanka Government Information Infrastructure (LGII) provides bandwidths asshown in the following table by designating a bandwidth group from A to E (50Mbps to 2Mbps)
for each institution.
[Table Ⅴ-55] LGN 2.0 Bandwidth GroupGroup

Recommended
BandwidthA

50 Mbps

Ministry of Foreign Affairs and 6 other institutions

B

20 Mbps

ICTA(Information and Communication Technology Agency)
and 8 other institutions

C

10 Mbps

Ministry of Telecommunication & Digital Infrastructure and148 other institutions

D

5 MbpsUnassigned

E

2 Mbps577 other institutions

Organization[Source] LGN 2.0 - Bandwidth Utilization Report as at June 19th 2018
 The assigned bandwidth group is not permanent. If the average bandwidth usage over the course of

three months exceeds 85% and the maximum daily bandwidth reaches 70% in the last two weeks,
the bandwidth can be immediately upgraded to the next group.
 However, according to a report on bandwidth usage released in June 2018, none of the 742

organizations that were provided the LGN service met the above criteria and saw an increase in
their bandwidth.

321

Sri Lanka LAS & LISS Project F/S Service
 Moreover, the opposite (downgrade) is also possible. Thus, in the case of the new service of the

SDSL, it is necessary to ensure the continuity of the bandwidth (50Mbps) assigned during thestabilization period through a separate procedure.
The backbone switch should be designed as a sash type that is scalable, based on the antici
pation that the traffic will rise in the future, and the main modules and power supply shoul
d be made redundant to ensure stability. The switching capacity is determined as follows:.

Bandwidth calculation reference table[Table Ⅴ-56] Bandwidth calculation result

1stCategory

2nd Category

Public/Gover
nment portal
services(Including
UAV andsatellite
imagery)

Main
Data
CenterUAV
Service&
Satellite
image
Service

Survey data
Up/Down
Loading

Government
administrativ
e serviceDisSO

LGN 2.0 B/W
Group

Network bandwidth

Survey data
up/Down
Loading
UAV &Remarks(Excess
rate)

Calculation bandwidth

Estim
ated
B/W

Curre
nt

Chan
ge

Portal service : 6
Average data rate to be provided per portal
service : 5 Kbps
Consider e-Government scalability for the
next five years : 1.5 times
6 nsider e-Government scalability for the
Expected concurrent users : 1.12million(Civil
servants) x Internet usage rate(32.05%) x
Accessor(1%) x concurrent users(5%)=179
The estimated bandwidth :45Kbps x 179(concurrent users)= 17.73
Mbps
Average data rate to be provided per portal
service : 100 Kbps(estimated)
Consider e-Government scalability for the
next five years : 1.5 times
84 Kbps e-Government scalability for t
Expected concurrent users : 4000(surveying)x Internet usage rate(32.05%) x concurrent
users(5%)= 64
The estimated bandwidth :126Kbps x 64(concurrent users) = 9.60 Mbps
25 locations District & 84 locations
Divisional Survey Office : 109 locations
Average bandwidth by regional offices
according to LGN2.0-Bandwidth Utilization
Report(2018) : 0.121Mbps
The estimated bandwidth :0.121Mbps x 109 locations = 13.2 Mbps

40.53
Mbps

Grou
pC
10M

Grou
pA
50M

20%

4.85
Mbps

Grou
pE
2M

Grou
pC
10M

51.5%

SCAN topographic map transmission :about 2Mbps (estimated)
Regional office maximum bandwidth
according to LGN2.0-Bandwidth Utilization
Report(2018) :1.99 Mbps
Portal service : 6322

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

1stCategory

DivSO

LGN 2.0 B/W
Group

Network bandwidth
2nd Category

Calculation bandwidthSatellite
image
Service andportalAverage number of employees : 60
Expected concurrent users(5%): 3 명
The estimated bandwidth : (45Kbps+
150Kbps) x 6 (concurrent accessor) = 0.585
Mbps

Apply theDistrict
SurveyOfficestandard

No government administration.

Estim
ated
B/W

Curre
nt

Chan
ge

2.85
Mbps

NON
E

Grou
pC
10M

Remarks(Excess
rate)

72%[Table Ⅴ-57] Results of Calculating the Backbone Switch Capacity

Software

Main Roles and Proposed Specifications

Number of switches
installed

Three-story building, six 24-port per floor + 2 Server Farm Up Link Switches =20 switches

Maximum traffic

20 units (quantity of switches) * 26Port (1 Gbps) * 2(bidirectional constant) =520 Gbps x 2(bidirectional constant)= 1,040 Gbps

Reserve rate (30%)

1,040 Gbps x 1.3 = 1,352 Gbps

Backbone switch
capacity

2 Tbps min.

The master plan for the network composition of the Sri Lanka LIS is as follows.

‒ In order to provide a bypass route in case of equipment or circuit/line failure, the mainequipment is designed to be redundant.
‒ 1Gbps connection for the main equipment interface‒ Selected equipment that can support the interface of up to 10Gbps to prepare for interface
scaling according to traffic increase323

Sri Lanka LAS & LISS Project F/S Service[Figure Ⅴ-35] Network Block Diagram

As shown in the figure above, there are three types of zones centering on the backbone swi
tch and they are comprised of the following:‒ New Server Farm Zone
 Consists of internal Web/WAS/SSO servers, GIS server, database server, data connection server,

backup server for data backup, and independent storages for LAS and LISS (reflected ininfrastructure for VTL for large-capacity service DB in the future) Development Web/WAS server and development database server are simultaneously configured in

the local and contractor’s offices during system development and used in implementation
simulation and testing Additional firewall is set up in front of server zone to protect the system from unauthorized users

and viruses.
 Servers other than the existing servers are connected to the SAN switch, and the server data isstored in storage.

‒ DMZ Zone
 The DMZ Zone is comprised of Web/WAS servers for public services and a web firewall is set up

in front of the server to protect it from external threats‒ Existing SDSL Network Zone
 Directly connect the backbone switch with the distributed switch on each floor using optical cables

without installing any additional firewall
 Configure firewall load balancing (FWLB) using the L4 switch to distribute traffic coming in fromthe inside and outside and reduce the firewall load

Set up a backup data center at SLT’s Tier-III certified IDC to ensure continued system operat
ion even in the event of an accident, emergency or natural disaster and to ensure quick recov
ery.

324

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

Category

Built as an identical system to themain center
Real time data backup
Operated at normal times

Cold Site

Warm Site

Hot Site

Pros

Mirror Site

[Table Ⅴ-58] Types and Characteristics of Disaster Recovery Centers

Targetrecoverytime

Selection

Fastest recovery and up-to-date data
Ensure maximum stability andcontinuity of operations even in theevent of a failure
Increased cost due to redundant
hardware and software

Within a
few minutes

O

Lower cost than a mirror site andhigher cost than a cold site
Unable to guarantee continuity ofoperations in the event of a failure
Difficult to maintain data consistency

Within a
few hours

Somewhat less expensive
Prolonged recovery time (days or more
Recovery rate of 90% or less(data are lost after backup)

1 day~1
week

Very low cost
Recovery takes a long time
Recovery rate of 90% or less(data are lost after backup)

None

Characteristics

Built as an identical system to themain center
Some data are remotely replicatedBackup tape storage of importantdata
Not operated at normal times
Shortened infrastructure
introduction time compared to thecold site as it is equipped withhardware, lines, etc.
Backup tape storage of important
data
Space for system installation andonly certain auxiliary facilities inplace
In the event of a disaster,
hardware and software are
introduced and installed forrecoveryBackup and store important data

[Figure Ⅴ-36] NDC Data Backup Block Diagram

325

Sri Lanka LAS & LISS Project F/S Service

5.2.4.Supporting Facility Construction Plan

1) Power SystemThe power facility construction plan is as follows:‒ The source power supplied through a transformer under the management of the Ceylon
Electricity Board (CEB) is distributed from two electrical rooms inside the existing SDSL
building.
‒ In order to receive power supply from the power distribution panel on the Second(2nd) Floor
where the main data center will be set up, it is necessary to carry out a comparative review of the
supply design capacity and the current amount of power consumption; however, such
review/verification is not possible because there are no schematic or connection diagrams of thepower supply in the building.
‒ Accordingly, the plan is to install a circuit breaker for the data center in the main distribution
panel in Main electrical room located on the Ground Floor of the building, and compose a single
three-phase line to provide redundant power supply.
‒ Considering in case of power failure or abnormal power supply, install Diesel Generator newly.
Composed of input power in data center through constant power and ATS (Auto Transfer
Switch).

[Figure Ⅴ-37] Power Facility Diagram

The plan is to install uninterruptible power supply (UPS) to maintain service and protect the ICT infrastructure system in case of power interruption or power failure.



UPS will be equipment with a facility management system (FMS) feature to ensure ease ofmaintenance.



As for the battery, Li-ion battery was chosen to facilitate maintenance and repair in the future (e.g. use of additional batteries, scaling, replacement, and failure handling) and in consid
eration of the computer room space and environment-friendly parts. The battery capacity sh
ould be good enough to allow at least 30 minutes of operation in the event of a power failure.

The pros and characteristics of the different batteries considered are as follows:326

Ⅴ. To-Be Model of LIS and Project
Implementation Plan
[Table Ⅴ-59] Battery Types and Characteristics

Item

Lithium ion

Lead acid

Nickel-hydogen

Ratio of power output toweight (Wh/kg)

190~210

20~40

50~80

Ratio of energy density tovolume (Wh/L)

420

80~100150~200

Operating temperature-20~60℃

0~40℃-20~50℃

Replacement period

1,200cycle

300cycle

1,000cycle

Environmentallyhazardous substances

None

Lead and otherhazardous substances

KOH

Configuration method

Parallel

SerialSerialCharging speed

Fast speed

Low speed

Fast speed

Stability

Very good

AverageGood

BMS

Included in the battery itself

Not incl.

Not incl.

ChoiceOThe UPS capacity was determined based on the power requirements of the computer equip
ment in the main data center. Considering the total power consumption of 27,185W, efficie
ncy of 80%, and margin of 30%, about 42.409kVA32 is necessary, so the minimum UPS ca
pacity was set to be 50kVA.

The lithium ion battery capacity that would allow 30-hour operation during a power outage
was found to be around 89AH.

‒ Li-ion battery capacity formula:‒ UPS capacity (VA) x UPS power factor x Discharge time x 20% of capacity increase by hourrate
‒ Inverter efficiency x Termination voltage[Table Ⅴ-60] Computer Equipment Power Consumption

Category

Servers

Equipment

Quantity

DMZ- Public Service WEB/WAS
Server

1

750

750

DMZ- Government Service
WEB/WAS Server

1

750

750

32 UPS capacity = 27,185 W × 1.2 × 1.3 ≒ 42,409 V

327Power consumption(W)Sri Lanka LAS & LISS Project F/S Service

Category

Storage andBackup

Network

Equipment

Quantity

Power consumption(W)LAS - WEB/WAS/SSO Server

1

750

750

LISS - WEB/WAS/SSO Server

2

750

1,500

DB Server

2

750

1,500

Cluster Solution(HA)

1

600

600

GIS Server

2

750

1,500

Backup Server

2

750

1,500

Data Connection Server

2

750

1,500

WEB/WAS Development Server

1

750

750

Development DB Server

1

750

750

KVM S/W

1

27

27

SAN Switch

2

57

114

Storage #1

1

1,000

1000

Storage #2

1

1,000

1000

VTL

1

950

950

Backbone Switch

2

2,800

5,600

L2 Switch

4

30

120

L4 Switch

6

89

534

DDoS

2

550

1,100

IPS

2

300

600

Main Firewall

2

300

600

Server Farm Firewall

2

100

200

Web Firewall

2

400

800

NMS/SMS/FMS

1

290

290

Access Control

1

450

450

ESM

1

550

550

NDVR

1

200

200

Access Control

1

450

450

ESM

1

550

550

NDVR

1

200

200

Security System328

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

Category

Equipment

Quantity

Total power consumption

Power consumption(W)27,185‒ UPS power factor: 0.8, inverter efficiency: 90%, final voltage: 300, discharge time 30 minutes (0.5)‒ The plan is to install 89AH battery and secure 1.5m
of required area for 30 minutes ofuse based on 50KVA UPS’ input voltage of 380V and output of 220V.
2) Generator Installation planPlan to install an emergency generator to supply power to the UPS in the event of a strateg
ic shutdown and power outage from the Cylon Electricity Board (CEB).



A generator of 40KW or more is installed in the MDC (Main Data Center) considering themain equipment and auxiliary facilities.



Emergency generators are generally divided into small-sized diesel engines and large-capacit
y gas turbine generators. As a result of comparison, they plan to use universal and low-costdiesel engines.

Capacity of Fuel Tank should be considered more than 1 day operation and should be provi
ded with security facilities, in order to avoid the access by unauthorized person.



The characteristics and pros of diesel engines and gas turbines are shown in the table below.

[Table Ⅴ-61] Generator Diesel vs Gas Turbine Engines

Category

Diesel engine

Gas turbine engine

Building use

Small size,
Simple space

Medium to large size,
Complex and demanding high reliability
space

15~20,000 kW

30~100,000 kW

36~43%

21~40%

60~75%

70~80%

Fuel

Kerosene, Diesel, A heavy oil

Kerosene, Diesel, A heavy oil, Gas

Start-up time

Within 10 seconds

Within 40 seconds

Construction
cost

Low price

Medium price

Cheaper price
Fast start-up time
Low fuel consumption rate
High failure rate
Environment problem
Low power supply stability and highExcellent electrical properties
High stability of power supply
Simple basic equipment and low noiseHigh price more than diesel engine
High fuel consumption rate
Ambient temperature affects output

Application
scale
Power
generation
efficiency
Overallefficiency

Pros

Cons

329

Sri Lanka LAS & LISS Project F/S Service

vibration
Selection

characteristics

O3) HVAC(Heating, Ventilation, Air Conditioning) Equipment‒ The plan is to install a thermo-hygrostat to keep the equipment room in the data center at aconstant temperature and humidity level to prevent failures in the infrastructure system and toenhance the availability and reliability of the system.
‒ The thermo-hygrostat capacity was calculated by considering the amount of heat emitted by theequipment room area and computer equipment.
‒ The thermo-hygrostat capacity is estimated as 10RT, as shown below. The plan is to receive
commercial power as the incoming power and be supplied the power from the generator in caseof power failure.
[Table Ⅴ-62] Thermo-Hygrostat Capacity Calculations

Category

Basic data

Field
Data Center Area

26.65m2 (40.47m2 - 13.82m2)

Machine Heat Load

27.185KW x 860 = 23,379 kcal/hr

Safety Factor

20%

Data Center

26.65m2 x 100 kcal/hr·m2 = 2,665 kcal/hrLight Heat Load

21.32m2 x 25.8 kcal/hr·m2 = 550.06 kcal/hr

Room Heat Load

2,665(Data Center) + 550.06(Light Heat Load)= 3,215 kcal/hr

Machine Heat Load

23,379 kcal/hr

Total Heat Load3,215(Room Heat Load) + 23,379(Machine Heat Load)= 26,594 kcal/hr

Safe Factor (20%)

26,594 kcal/hr x 1.2 = 31,913 kcal/hrHeat analysis

Capacity andquantity ofthermohygrostat

Equation

Total RT
Quantity of ThermoHygrostat

31,913 kcal/hr / 3,02433 ≒ 10RT
10RT, 1 unit

4) Firefighting Equipment
A firefighting system with an automatic fire extinguishing feature is installed to protect thecomputer equipment by rapid fire detection and suppression in the event of a fire.

33 1USRT = 3,024 kcal/hr (USRT: US Refrigeration ton

330

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

A quick response is enabled by interworking the firefighting system with FMS, thermo-hygr
ostat, building firefighting equipment, etc.

331

Sri Lanka LAS & LISS Project F/S Service


Use NOVEC-1230 fire extinguishing agent with low Ozone Depletion Potential (ODP), Global Warming Potential (GWP) and harmless to human body.

Because the risk of fire is greater due to the cable at the bottom of the Raised Floor, a gas
extinguishing equipment will be also be placed in the bottom of the Raised Floor.



By interworking with the access control system, the detector will cut off the access control
power before the gas is released in the event of a fire, and the doors will have to be opene
d by hand.

[Table Ⅴ-63] Pros and Cons of Fire Extinguishing Agents

Category

HFC-23

HFC-227ea

NOVEC 1230

Trade nameAnvFire, FE-13

FM-200, FE-227

3M NOVEC 1230

Molecular weight70.01

170.03361.04

Environmental
regulations

None

Substances regulated by the
Kyoto Protocol

NONE

Safety to humans

High

Low

Very highAmount of agent
per 1m2

0.416kg

0.550kg

0.655kg

Pressure outlet

Applied only in fully closed
areas

Applied only in fully closed areas

Applied only in fully closed
areas

Setup cost

Inexpensive

Average

AverageLow price
High concentrations, Low
requirement
Long range protection
possible
Always to charge fixedcapacityHigh GWP than others
Currently regulated inEuropeFlexible filling management

Pros

Cons

Low human risk
No restrictions on halogen
High recharge rate, longterm operation.

High Price
Need to install nitrogen
Highest pricecontainer separately
Single developer exclusive
Firefighting is not possible insupplyan oil fireSelectionO5) Physical Security Systems for the Data CenterEstablish a security system to safeguard the computer equipment from external threats and to prevent unauthorized access

The security equipment is divided into an access control system for controlling access and
CCTV for video surveillance.

Access Control System‒ Application of access control devices incorporated with biometric, RFID or multiple
authentication technology

332

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

‒ Differential application of access control methods according to the type of person trying to gain
access‒ Use of UPS for uninterrupted operation even in case of power failure‒ Interconnected with the fire extinguishing system so that the doors have to be opened manually
before the gas is releasedThe plan for setting up the CCTV system is as follows:‒ Select the top of the front and rear part of the rack so that there aren’t any blind spots‒ Allow CCTV footage to be saved and searched/retrieved for at least 3 months.
‒ Determine the video storage system considering the number of CCTV cameras installed and thefootage retention period[Table Ⅴ-64] Security Equipment Specifications and Installation Locations

Category

Specifications

Installation location

Quantity

Access control
systemFingerprint, number, RFID

Main Data Center

1 set

CameraInside the equipment room
- 2.1 Mega Pixel or higher- Total pixels 1945(H) x 1109(V)In front of the access door
- Operating temperature andto the equipment room
humidity level:
CCTV
Existing server roommonitoring system - 10℃~55℃, no more than 90% RH
NDVR (incl. monitor)- FULL HD: 1080P- 8 channels or higher- 10TB HDD or higher

Inside the center2 units
1 unit1 unit1 unit6) Interior
Raised Floor, cable tray, wall, ceiling, and lighting construction have been planned taking into
consideration the characteristics of the main data center and the surrounding environment.


Enclose the area with glass windows with bricks and other finishes so as to prevent unauth
orized access.

Raised Floor is installed in consideration of the ceiling height of the data center to ensure s
ufficient space.



To prevent condensation caused by cold air from the thermo-hygrostat on the bottom of theRaised Floor, an insulation material is installed on the floor.

‒ The cable tray installation plan is as follows:‒ Install a communication tray for data cables to be installed between networks, security
equipment, servers/storage devices and equipment‒ Install a power supply tray to supply power from the UPS to the server and network rack333

Sri Lanka LAS & LISS Project F/S Service‒ Do not use the communication tray and the power tray for purposes other than the specific andkeep them separate by at least 300mm.
5.2.5.Security Plan

1) Setup Overview
In order to protect the internal systems and data from various security threats, security policies andprocedures are established and the following plan is set forth so as to ensure proper response to various
security intrusions:

Set up redundant DDoS equipment to counter distributed service attacks that cause service interruption by generating excessive traffic.

The firewall system to block illegal access from the outside and inside and the intrusion pr
evention system to block malicious codes from external sources as well as hacking are mad
e redundant.

An access control system is installed to block hackers and unauthorized users from accessing
the network and servers, and web firewalls are set up in the DMZ Zone to counter web attac
ks.

An integrated security management system is established so as to prevent security threats inadvance by collecting and analyzing security equipment logs.

The solutions applied to respond to various security threats are as follows:[Figure Ⅴ-38] Solution Connection Diagram334

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

2) Details of the Network Intrusion Prevention System[Table Ⅴ-65] Details of the Network Intrusion Prevention System

Composition

No.

SystemDescription

1

A system that blocks DDoS attacks which instantly
paralyze servers by generating a large amount of
DDoS34
traffic that cannot be handled by a server or networkband

2

A system that blocks illegal access from the outside to
the inside or from the inside to the outside for the
Firewall purpose of ensuring information security when aninternal network connects to an external network suchas the Internet

3

IPS35

4

A system that provides security against web
WEB application vulnerabilities and analyzes and blocks
Firewall original hacking attacks by filtering web protocols(HTTP: 80) coming in from the outside

5

A system that blocks access by internal infected users
Internal
and unauthorized persons from the inside to ensure
Firewallserver security

A system that implements defense measures such asdetection, blocking, and isolation against abnormal
traffic based on various hacking methods

34 DDoS: Distributed Do
35 IPS: Intrusion Prevent Syste

335

Sri Lanka LAS & LISS Project F/S Service

5.3.Local Survey Office Operating Infrastructure Establishment Plan
5.3.1.Local Survey Office Spatial Planning[Table Ⅴ-66] 24 Major MCs and Local Survey Offices

Province

District
SurveyOfficeLocal Authority

Divisional Survey Office

Colombo MC
Dehiwala-Mount MC
ColomboKaduwela MC

Colombo, Kesbewa, Homagama

Moratuwa MC
Western
Sri Jayawardanapura
Kotte MC
Gampaha MC
Attanagalla-Bimsaviya, Gampaha, Ja-ela/
Wattala-Bimsaviya

GampahaNegombo MC

Kalutara - Bimsaviya, Mathugama, Horana,
Pelawatta

Kalutara
Kurunegala

Kurunegala-Bimsaviya, Maho, Wariyapola,
Galgamuwa, Nikaweratiya

Kurunegala MC

North
Western
Puttalam
JaffnaNorthern

Anamaduwa, Madampe, Puttalam
Jaffna MC

JaffnaKilinochchi

Kilinochchi, Kilinochchi 2

Mullaattivu

Mullattivu, Mankulam

Vavuniya

Vavuniya, Vavuniya 2

MannarMannarKandy

Kandy MC

Digana, Harispaththuwa-Bimsaviya, Kandy,
Udunuwara- Bimsaviya (Doluwa ), Yatinuwara,
MinipeMataleDambulla MC

Dambulla, Matale, Laggala

Central336

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

Province

District
SurveyOfficeLocal Authority

Divisional Survey Office

Matale MC
Nuwaraeliya

Nuwaraeliya MC

Kothmale, Nuwara-Eliya

Anuradapura

Anuradapura MC

Anuradhapura, Kekirawa, ThambuththegamaBimsaviya, Medawachchiya, Padaviya,
Thirappane

Polonnaruwa

Polonnaruwa MC

Girithale, Hinguraggoda, Kaduruwela

Baticaloa MC

Batticaloa, Vantharumoolai, Vellavelli

North
CentralBaticaloa
Trincomalee

Kantale, Trincomalee

Eastern
Akkaraipattu MC
AmparaAkkaraipattu, Ampara, Mahaoya, Sammanthurai
Kalmunai MC

Southern

Galle

Galle MC

Elpitiya, Galle, Udugama, Baddegama

MataraMatara MC

Akuressa, Matara, Kamburupitiya, Kotapola

Hambantota

Hambantota MC

Angunakolapelessa, Hambanthota, ThissaBimsaviya, Weeraketiya

Rathapura

Rathapura MC

Embilipitiya, Kalawana, Pelmadulla, Rathnapura,
Elapatha - > Rathnapura 2, Balangoda

Sabaragamuwa
KegalleKegalle, Ruwanwella, Galigamuwa
Badulla MC
Badulla, Bandarawela, Rideemaliyadda(Mahiyangana), Welimada

BadullaUVA

Bandarawela MC
Monaragala

Bibila, Monaragala, Galabedda, Thanamalvila

337

Sri Lanka LAS & LISS Project F/S Service[Table Ⅴ-67] District Survey Office Spatial Planning

District Survey OfficeCategory

Details

Location Map & Planar Drawing

1. Polonnaruwa District
Survey Office

Latitude: 7˚54ʹ 59.7" NLongitude: 81˚00' 00.1" E

Location

Ground Floor

Total area

3.45 x 4.65 m

Height

3.3 m

Main Network

LGN

PCs (Admin/BS/LIS/etc.)

10 (3/0/2/5)

Incoming Voltage

230 V

MCB Size

40 A

Category

Details

2. Tricomalee
District Survey Office

Latitude: 8˚34ʹ 12.4" NLongitude: 81˚13' 47.5" E

Location

Ground Floor

Total area

11 x 25 m

Height3.45 mMain Network

LGN

PCs (Admin/BS/LIS/etc.)

11 (4/0/1/7)

Incoming Voltage

230 V

MCB Size

40 A

Category

Details

3. Batticaloa
District Survey Office

Latitude: 7˚43ʹ 08.4" NLongitude: 81˚41' 56.8" E

Location

Ground Floor

Total area

11 x 25 m

Height3.45 mLocation Map & Planar Drawing

Location Map & Planar Drawing

338

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

Main Network

LGN

PCs (Admin/BS/LIS/etc.)

10 (6/0/1/3)

Incoming Voltage

230 V

MCB Size

40 A

Category

Details

4. Ampara
District Survey Office

Latitude: 7˚17ʹ 41.1" NLongitude: 81˚40' 28.5" E

Location

Ground Floor

Total area

6.1 x 7.4 m

Height4m

Main Network

LGN

PCs (Admin/BS/LIS/etc.)

10 (4/0/2/4)

Incoming Voltage

230 V

MCB Size

10_40 A

Category

Details

5. Matale
District Survey Office

Latitude: 7˚28ʹ 02.3" NLongitude: 80˚37' 07.9" E

Location

2nd Floor

Total area

2.5 x 3.2 m

Height2.4 m

Main Network

LGN

PCs (Admin/BS/LIS/etc.)

9 (2/1/1/4)

Incoming Voltage

230 V

MCB Size

40 A

Location Map & Planar Drawing

Location Map & Planar Drawing

339

Sri Lanka LAS & LISS Project F/S Service

Category

Details

Location Map & Planar Drawing

6. Nuwara-Eliya
District Survey Office

Latitude: 6˚58ʹ 46.8" NLongitude: 80˚45' 25.6" E

Location

Ground Floor

Total area

4.4 x 2.4 m

Height2.5 m

Main Network

LGN

PCs (Admin/BS/LIS/etc.)

10 (2/1/1/6)

Incoming Voltage

230 V

MCB Size

40 A

Category

Details

7. Puttalam
District Survey Office

Latitude: 8˚01ʹ 36.4" NLongitude: 79˚49' 58.2" E

Location

Ground Floor

Total area

3.0 x 3.4 m

Height3.0 m

Main Network

LGN

PCs (Admin/BS/LIS/etc.)

11 (9/0/2/0)

Incoming Voltage

230 V

MCB Size

16 A

Category

Details

8. Kalutara
District Survey Office

Latitude: 6˚34ʹ 55.8" NLongitude: 79˚57' 42.8" E

Location

4th Floor

Total area

23 x 8 m

Location Map & Planar Drawing

Location Map & Planar Drawing

340

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

Height

3.5 m

Main Network

LGN

PCs (Admin/BS/LIS/etc.)

13 (2/1/1/9)

Incoming Voltage

415 V

MCB Size

32 A

Category

Details

9. Kegalle
District Survey Office

Latitude: 7˚15ʹ 17.9" NLongitude: 80˚20' 59.7" E

Location

Ground Floor

Total area

6.2 x 7.6 m

Height

4.0 m

Main Network

LGN

PCs (Admin/BS/LIS/etc.)

8 (7/0/1/0)

Incoming Voltage

230 V

MCB Size

30 A

Category

Details

10. Badulla
District Survey Office

Latitude: 6˚59ʹ 27.1" NLongitude: 81˚03' 28.1" E

Location

Ground Floor

Total area

3.9 x 7.7 m

Height

3.4 m

Main Network

LGN

PCs (Admin/BS/LIS/etc.)

11 (6/1/2/2)

Incoming Voltage

230 V

MCB Size

40 A

Location Map & Planar Drawing

Location Map & Planar Drawing

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Sri Lanka LAS & LISS Project F/S Service

Category

Details

Location Map & Planar Drawing

11. Monaragala
District Survey Office

Latitude: 6˚51ʹ 29.2" NLongitude: 81˚20' 27.9" E

Location

Ground Floor

Total area

6.25 x 7.77 m

Height3.35 mMain Network

LGN

PCs (Admin/BS/LIS/etc.)

10 (7/1/1/1)

Incoming Voltage

415 V

MCB Size

30 A

Category

Details

12. Matara
District Survey Office

Latitude: 5˚57ʹ 24.3" NLongitude: 80˚32' 40.9" E

Location

Ground Floor

Total area

18 x 6 m

Height

10 m

Main Network

LGN

PCs (Admin/BS/LIS/etc.)

11 (4/1/2/4)

Incoming Voltage

415 V

MCB Size

60 A

Category

Details

13. Hambanthota
District Survey Office

Latitude: 6˚08ʹ 00.3" NLongitude: 81˚07' 41.8" E

Location

Ground Floor

Total area

7.5 x 6.0 m

Location Map & Planar Drawing

Location Map & Planar Drawing

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Ⅴ. To-Be Model of LIS and Project
Implementation Plan

Height

10 m

Main Network

LGN

PCs (Admin/BS/LIS/etc.)

8 (2/1/1/4)

Incoming Voltage

415 V

MCB Size

30 A

Category

Details

14. Jaffna
District Survey Office

Latitude: 9˚39ʹ 29.9" NLongitude: 80˚01' 43.7" E

Location

Ground Floor

Total area

3.5 x 5 m

Height3m

Main Network

LGN

PCs (Admin/BS/LIS/etc.)

7 (2/1/1/3)

Incoming Voltage

230 V

MCB Size

63 A

Category

Details

15. Killnochchi
District Survey Office

Latitude: 9˚23ʹ 32.9" NLongitude: 80˚24' 20.2" E

Location

Ground Floor

Total area

4.2 x 2.4 m

Height2.8 m

Main Network

SLT

PCs (Admin/BS/LIS/etc.)

7 (1/1/1/4)

Incoming Voltage

415 V

MCB Size

32 A

Location Map & Planar Drawing

Location Map & Planar Drawing

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Category

Details

Location Map & Planar Drawing

16. Mullaattivu
District Survey Office

Latitude: 9˚16ʹ 21.1" NLongitude: 80˚49' 01.5" E

Location

Ground Floor

Total area

6x4m

Height4m

Main Network

LGN

PCs (Admin/BS/LIS/etc.)

6 (3/1/1/1)

Incoming Voltage

415 V

MCB Size

32 A

Category

Details

17. Mannar
District Survey Office

Latitude: 8˚53ʹ 26.3" NLongitude: 79˚59' 51.3" E

Location

Ground Floor

Total area

18 x 15 m

Height

3.4 m

Main Network

SLT

PCs (Admin/BS/LIS/etc.)-

Incoming Voltage

415 V

MCB Size

32 A

Category

Details

18. Vavunlya
District Survey Office

Latitude: 8˚45ʹ 26.5" NLongitude: 80˚29' 43.7" E

Location

Ground Floor

Total area

4.37 x 3.67 m

Location Map & Planar Drawing

Location Map & Planar Drawing

344

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

Height2.86 mMain Network

SLT

PCs (Admin/BS/LIS/etc.)

8 (3/0/2/3)

Incoming Voltage

415 V

MCB Size

40 A

Category

Details

19. Colombo
District Survey Office

Latitude: 6˚53ʹ 33.1" NLongitude: 79˚52' 26.2" E
1st Floor
inside the Head Office

Location

Location Map & Planar Drawing

Total area

25 x 8 m

Height

3.3 m

Main Network

LGN

PCs (Admin/BS/LIS/etc.)

10 (3/1/1/5)

Incoming Voltage

230 V

MCB Size

100 A

Category

Details

20. Galle
District Survey Office

Latitude: 6˚02ʹ 14.6" NLongitude: 80˚13' 01.3" E

Location

Ground Floor

Total area

5x7m

Height2.8 m

Main Network

LGN

PCs (Admin/BS/LIS/etc.)-

Incoming Voltage

220 V

MCB Size

32 A

Location Map & Planar Drawing

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Sri Lanka LAS & LISS Project F/S Service

Category

Details

Location Map & Planar Drawing

21. Kandy
District Survey Office

Latitude: 7˚17ʹ 28.6" NLongitude: 80˚38' 38.5" E

Location

Ground Floor

Total area

20 x 15 m

Height

3.1 m

Main Network

LGN

PCs (Admin/BS/LIS/etc.)-

Incoming Voltage

415 V

MCB Size

60 A

Category

Details

22. Kurunegala
District Survey Office

Latitude: 7˚28ʹ 42.2" NLongitude: 80˚21' 54.9" E

Location

Ground Floor

Total area

6.3 x 7.3 m

Height

3.4 m

Main Network

SLT

PCs (Admin/BS/LIPCs(Admin/BS/LIS/etc.)S/etc.)-

Incoming Voltage

220 V

MCB Size

32 A

Category

Details

23. Anuradhapura
District Survey Office

Latitude: 8˚19ʹ 44.8" NLongitude: 80˚24' 36.2" E

Location

Ground Floor

Total area

4.5 x 4.5 m

Location Map & Planar Drawing

Location Map & Planar Drawing

346

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

Height2.8 m

Main Network

LGN

PCs (Admin/BS/LIS/etc.)-

Incoming Voltage

415 V

MCB Size

63 A

Category

Details

24. Rathnapura
District Survey Office

Latitude: 6˚40ʹ 45.3" NLongitude: 80˚24' 10.2" E

Location

Ground Floor

Total area

7.5 x 7.6 m

Height3m

Main Network

LGN

PCs (Admin/BS/LIS/etc.)-

Incoming Voltage

220 V

MCB Size

32 A

Category

Details

25. Gampaha
District Survey Office

Latitude: 7˚05ʹ 08.7" NLongitude: 80˚00' 43.6" E

Location

Ground Floor

Total area

7.8 x 6.3 m

Height3.45 mMain Network

LGN

PCs (Admin/BS/LIS/etc.)-

Incoming Voltage

415 V

MCB Size

32 A

Location Map & Planar Drawing

Location Map & Planar Drawing

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Sri Lanka LAS & LISS Project F/S Service

5.3.2.Details of the Equipment Introduced into Local Survey OfficesThe equipment for improving the network environment of the district survey offices (25 loc
ations) and divisional survey offices (84 locations) of the Sri Lanka LIS are as follows:[Table Ⅴ-68] Specifications and Quantity of Equipment Introduced to District Survey Offices

Category

District
SurveyOfficeDivisional
SurveyOfficeEquipment

Quantity

Number oflocations

Total
quantity

L2 Switch

1

25

25

Patch Panel

2

25

50

Workstation(incl. monitor andkeyboard)

2 Set

25

50

NAS Storage(Physical 10 TB)

1

25

25

Scanner1

25

25

Rack Mountable UPS

1 EA

25

25

UTP Cable(25m per outlet)

375 m

25

38 Roll

1 Roll: 250 m

Outlet Module

15

25

375

UK TypeHalf-size Rack

1

25

25

H:1000F/O Patch Panel

1

84

84

LGN Router

1

84

168

Fire wall

1

84

84

L2 Switch

1

84

84

Patch Panel

2

84

164

Rack Mountable UPS

1

84

84

UTP Cable(5m per outlet)

584

2 RollOutlet Module

1

84

84

UK TypeHalf-size Rack

1

84

84

H:10005.3.3.Network Construction Plan

348

Remarks

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

1) District Survey Offices

At present, the LGN 2.0 network is in operation, but data communication is via wireless A
P, instead of an internal private network (i.e. Intranet) within the office.

There are interruptions in the long-distance communication due to interference caused by the old building and limited AP assignment.



There are problems of long loading time and low work efficiency when accessing the server in operation because the PCs used for the LIS and Bim Saviya Program are old, outdatedwith poor specifications.



The scope of improvement of the working environment of district surveying offices includes
construction of an intranet using a wired network inside the office and replacing low-spec
and outdated PC-level operating equipment with workstation-level equipment.

[Figure Ⅴ-39] Existing Network Block Diagram349

Sri Lanka LAS & LISS Project F/S Service[Figure Ⅴ-40] Measures for Improving the Network of District Survey Offices

2) Divisional Survey OfficesDespite being the places where most of the surveying work and the upload of survey data are occurred, the LGN 2.0 network is not currently available. Thus, data communication is v
ia the SLT leased network.



Local, ADSL, or equivalent services are received and a monthly network fee is charged.

The scope of improvement of the working environment of divisional survey offices includes
application of LGN 2.0 in the office so as to improve the bandwidth among the survey offices and the efficiency of connection with other entities.

[Figure Ⅴ-41] Measures for Improving the Network of Divisional Survey Offices

5.3.4.Construction Plan in Connection with the Existing System and InfrastructureIntranet within SDSL HQ‒ The existing intranet is connected to the bottom of the backbone switch of the newly installed
redundant network.
‒ The switching procedure under the circumstances of redundancy is sequential patching based on
the time when the work is completed after the new system is set up.

350

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

[Figure Ⅴ-42] Existing Building Intranet Connection Diagram351

Sri Lanka LAS & LISS Project F/S Service

Existing Land Information System (LIS)‒ The SDSL is currently operating a land information system it has set up on its own, but it will
be expanded into a land administration system (LAS) and a land information service system(LISS) through this project. A step-by-step system construction plan has been established so thatcurrent services can be provided without any interruption during the project period.
[Table Ⅴ-69] Step-by-Step ICT Construction PlanSDSL HQ
Step

Category

NDC
Backup
Data Center

Existing
LIS

New
LAS & LISS

Major Equipment installation

In operation

N/A

Established

Operation Test

In operation

N/A

Test

Construction for Interior

In operation

N/A

Test

Alternative Operation with new
SystemSuspended

N/A

In operation

Demolition of Existing System

DemolishedN/A

In operation

Major Equipment installation

N/A

Established

In operation

Operation Test at SDSL HQ

N/A

Test

In operation

Integration Test

N/A

Redundant

Redundant

Remarks

1

2

3

6.Capacity Building Plan
6.1.Capacity Building Overview
A short-term training plan for the execution of this project and a mid- and long-term capaci
ty building plan for stable operation of the land information infrastructure are set forth, bas
ed on the analysis of the current problems and requirements with respect to the education and training in Sri Lanka, and systematic education and training will be carried accordingly.



Since this project involves a wide range of target institutions and target areas, effective customized training is necessary for the various targets, and actual capacity building is needed in order to digitize the old drawings, perform field repletion surveys and create a spatial dat
abase using the local personnel.

Also, the ISM was established 50 years ago, and the curriculum of the current education an
d training provided at an outdated educational facility is limited or leans toward surveying,mapping, etc. Therefore, there is a need to add and reinforce the areas of training that are lacking such as ICT-based digitization training and redesign the capacity building program s352

Ⅴ. To-Be Model of LIS and Project
Implementation Plano as to produce synergy in the long run. Need to redesign Capacity Building to be effective

353

Sri Lanka LAS & LISS Project F/S ServiceTo this end, this project is divided into field-oriented customized intensive local training, training of key stakeholders (management and working level) in Korea, and OJT for cultivatin
g core working-level human resources. The old and outdated training environment and facili
ties will be improved in order to boost the effectiveness of education and training.

6.2.Invitation Training in Korea
The training program in Korea is organized as follows to promote the understanding of the
project among the project implementers from the SDSL (HQ, district survey offices and div
isional survey offices) and the 24 municipal councils.

A total of 57 participants will be invited for training, which will be divided into two sessio
ns that will be administered for two weeks each. The training will be comprised of lectures,
equipment operation practice, visits to related institutions, and field trips.

[Table Ⅴ-70] Training Program in Korea

Target (persons)

Program Introduce Korea’s land policy cases and land

1st group of trainees: 30 people(2 people from SDSL, 12 people
from the District Survey Office, 12
people from the MCs and 2 people
from relevant central agencies, 2
people from Ministries)

Week
1

development experience Visit relevant institutions to present the current status in
relation to the establishment of an advanced land
information system Demonstration of surveying systems such as UAV,

Week
2

TOSS, RTK, etc.
 Visit the sites of digitization of land information andnetwork construction
 Introduce Korea’s land policy cases and land

2nd group of trainees: 30 people(2 people from SDSL, 13 people
from the District Survey Office, 12
people from the MCs and 2 people
from relevant central agencies, 1
people from Ministry)Week
1development experience Visit relevant institutions to present the current status in
relation to the establishment of an advanced land
information system Demonstration of surveying systems such as UAV,

Week
2

TOSS, RTK, etc.
 Visit the sites of digitization of land information andnetwork construction* Trainee will be selected by the SDSL and participating organizations.

6.3.Training for Fostering Local Instructor

While capacity building is basically run by Korean experts, fostering professional instructors
is essential for capacity building and continuing education and training throughout Sri Lanka.



For key practitioners in each field of the main office of the Korea Research Institute, the backbone of the project, Korean experts are dispatched to the local education center for twomonths to provide intensive training at the same time in the same time.

354

Ⅴ. To-Be Model of LIS and Project
Implementation Plan
[Table Ⅴ-71] Subjects of instructor-trained persons

Subjects(People)

Training Period

KoreanTrainers(People)

4

2 months

24

2 months2

Geometix4

2 months2

Data acquisition andsurvey4

2 months

2

Trainee Affiliation

Field

SDSL
Headquarters

Data center and IT
network
System(Land management
system)

Total

16

8

※ Trainees are selected by SDSLThe specialized instructors who receive training for instructors can establish a sustainable education system for the operators of the institutions under project during the project period and for the entire country after the project is completed.

[Table Ⅴ-72] Training program for fostering instructor

Category

IT infrastructureLandmanagement
systemoperation andmanagement
Geoinformatics
(GIS)

Land
registration dataacquisition anddirect repletion
surveying(CORS, GNSS,
UAV, etc.)

Common contents/hour (h)NSDI(Concept and cases)/6h(6h * 1day)
LIS((Concept and cases)/6h(6h * 1day)
Data sharing andconversion((Concept andcases) /12h(6h * 2days)
GIS(Concept and cases)/6h(6h * 1day)

Training Contents per sector
Basic theories and operation
theories regarding IT network,
security, and equipment
Practicing setup and operation of
IT network, security, equipment,
etc.
Lectures on LIS regulations,policies, operations, etc.
Cadastral data processing practiceGIS-related theories such as
spatial information modeling
Practicing data display, query
setup, etc.
Flight theories related to CORS,UAV, etc.
Practicing drone and GNSS
surveying

Total hours (h)90 (6 h * 15 days)

144 (6 h * 24 days)
90 (6 h * 15 days)
144 (6 h * 24 days)
90 (6 h * 15 days)
144 (6 h * 24 days)
30 (6 h * 5 days)
48 (6 h * 8 days)

T/S operation theories

30 (6 h * 5 days)

Surveying software operation
practice

42 (6 h * days)※ The instructor-led training program provides a one-week common training program as above, and from the second
week, the theory and practice are tailored to the characteristics of each field.

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Sri Lanka LAS & LISS Project F/S Service

6.4.Expansion Local Training for Sri Lankan OperatorThe survey agency and relevant agencies selected one person in charge of each of the follo
wing four areas in advance for each project site and trained by a local expert instructor thr
ough the instructor-led program, and Korean experts who conducted the instructor-led traini
ng program will participate as supervisors.



Local education is provided by ISM for a total of 2 months in 4 sectors, i.e. IT (open source-based), land management system operation and management, GIS-based Geomatix, land r
egistration data acquisition and direct complementary measurement.



Since large numbers of people are trained, four classrooms are run sequentially as follows:- 138 in primary IT → 138 in secondary systems → 138 in tertiary geomatix → 138 in sec
ondary data acquisition and survey DB sector[Table Ⅴ-73] Subjects of Expansion Local Training for Sri Lanka Operator

Target entity

Number ofTraining
Subjects(People)

Number of Trainees byField(People)

SDSL HQ

4

1

25 district offices

100

25

85 divisional offices

336

85

24 municipal councils

96

24

Department of Registrar General's

4

1

Department of Land Commissioner
General's

41Land Settlement Department

4

1

Land Use Policy Department

4

1

Total

552

138

[Table Ⅴ-74] Subjects of Expansion Local Training for Sri Lanka Operator

Field

Local Instructor Input

Korean Expert(Supervisor) Input

IT infrastructure

40 MD (4 persons * 10 days)

10 MD (1 persons * 10 days)

Land management system
operation and management

40 MD (4 persons * 10 days)

10 MD (1 persons * 10 days)

356

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

Field

Local Instructor Input

Korean Expert(Supervisor) Input

Geoinformatics (GIS)

40 MD (4 persons * 10 days)

10 MD (1 persons * 10 days)

Land data acquisition anddirect repletion surveying

40 MD (4 persons * 10 days)

10 MD (1 persons * 10 days)

The following programs are provided for two weeks for each field.

[Table Ⅴ-75] Training Program of Expansion Local Training for Sri Lankan Operator

Field

Training contents per sector

IT infrastructure

Land management system
operation andmanagement

Geoinformatics (GIS)Land data acquisition anddirect repletion surveying

Basic theories and operation theories
regarding IT network, security, andequipment
Practice of operation regarding IT
network, security, and equipment
Lectures on LIS regulations, policies,
operations, etc
Cadastral data processing practiceGIS-related theories such as spatial
information modeling
Practicing data display, query setup,
etc.
Flight theories related to CORS, UAV,
etc.

Duration (days) per sector
30 (6 h * 5 days)
30 (6 h * 5 days)
30 (6 h * 5 days)
30 (6 h * 5 days)
30 (6 h * 5 days)
30 (6 h * 5 days)
12 (6 h * 2 days)

Practicing drone and GNSS surveying

18 (6 h * 3 days)

T/S operation theories

12 (6 h * 2 days)

Surveying software operation practice18 (6 h * 3 days)

6.5. On the Job Training (Field Practice)

Experts from SDSL will be dispatched to Korea for the system development period and hav
e them participate during local construction so that they can become the core personnel for
future system operation.



OJT will last for thirty six (36) months in Sri Lanka. The six (6) trainees will participate insystem development along with Korean experts in system development, installation, equipm
ent testing, etc. so as to ensure smooth system operation, maintenance and repair.

[Table Ⅴ-76] OJT Program

PeriodTargetPersons

Specialization

TargetPurpose36 months

SDSL

6 people

System experts(GIS, IT)

Systemdevelopment,

To foster on- site technicalskill in system

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Sri Lanka LAS & LISS Project F/S Service

installation andtesting358

development, installationand test, etc.

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

6.6. Improvement of the Training Environment InfrastructureThe education and training facility currently used by the SDSL is an old building that was
built 50 years ago. The lecture hall and computer room inside the building are in poor cond
ition, making it difficult to provide efficient training. Therefore, there is a need to upgrade t
he training environment and reinforce the training equipment and materials so as to reinforc
e the training infrastructure.

Of particular note, two sets of GNSS receivers and controllers related to CORS Network setup were included in the training equipment list.

[Table Ⅴ-77] Improvement of Training Environment and Infrastructure

Category

Description

Quantity

Capacity

Communications facilities

Lecture Hall 1(107 ㎡)

Training
equipment

Furniture

Workstation*

1

Desktop1

Beam projector

1

Screen (120 inch)

1

Electronic desk

1

Sound system

1

Whiteboard

1

Lecture desk

1

Mobile mic

1

Desk

10

Chair

10

Cabinet1

50 people

Communications facilities

Lecture Hall 2(162 ㎡)

Training
equipment

Furniture

Workstation

1

Desktop1

Beam projector

1

Screen (120 inch)

1

Electronic desk

1

Sound system

1

Whiteboard

1

Lecture desk

1

Printer1

Plotter

1

Mobile mic

1

Desk

10

Chair

10

Cabinet1359

50 people

Sri Lanka LAS & LISS Project F/S Service

Category

Description
Other

Quantity

UPS

Capacity1

Communications facilities

Training
equipment
Lecture Hall 3(174 ㎡)

Furniture
Other

Desktop1

Beam projector

1

Screen (120 inch)

1

Electronic desk

1

Sound system

1

Whiteboard

1

Lecture desk

1

Printer

1

GNSS receiver and controller

1

Mobile mic

1

Desk

10

Chair

10

Cabinet1UPS

150 people

Communications facilities

Lecture Hall 4(126 ㎡)

Training
equipment

Furniture

Desktop1

Beam projector

1

Screen (120 inch)

1

Electronic desk

1

Sound system

1

Whiteboard

1

Lecture desk

1

Printer

1

GNSS receiver and controller

1

Mobile mic

1

Desk

10

Chair

10

Cabinet1

50 people

Communications facilities

Computer Room(185 ㎡)

Training
equipment

Desktop1

Beam projector

1

Screen (120 inch)

1

Electronic desk

1

Sound system

1

Whiteboard

1

Lecture desk

1360

50 people

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

Category

Description

Furniture

Quantity

Printer

1

Mobile mic

1

Desk

10

Chair

10

Capacity* 1ea will be installed in SDSL HQ and 2ea will be installed in ISM lecture room at the request of Survery
Department of Sri Lanka.

6.7.Organization and Schedule

In the case of capacity building for the Sri Lanka LIS, training is provided separately at the
SDSL HQ and the SDSL training center as shown in the following table.



Selection and management of trainees for the training in Korea and training in Sri Lanka a
nd customs clearance of training equipment are to be handled by the SDSL headquarters, w
hereas the SDSL Training Center is responsible for providing the actual local training and u
pgrading training environment infrastructure.

In the case of local training, in particular, a large number of trainees will receive long-term
training at the training center; thus, close cooperation with the persons in charge at the SD
SL HQ and training center is necessary starting at the time of establishing the training prog
ram so that things can run smoothly without any problems.



The organizational structure for the capacity building is as follows:[Table Ⅴ-78] Capacity Building Program Operating Organization

Affiliation

Persons

Description

SDSL HQ

2

Selection and management (including administrative measures) oftrainees for training in Korea (SDSL HQ, district and divisional
survey offices, MCs, and related central agencies), etc.

SDSL HQ

8

Selection and management (including administrative measures) oftrainees for training in Sri Lanka (SDSL HQ, district and divisional
survey offices, MCs, and related central agencies), etc.

SDSL HQ

1

Customs clearance for training equipment for the training center

SDSL training
center4

Field support for local training

SDSL training
center1

Support for training infrastructure setup

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Sri Lanka LAS & LISS Project F/S Service

7.Consulting Services
7.1.Overview
7.1.1.Service Necessity


It is necessary to hire professional consultants so that this project can be prepared, executedand operated in an efficient and economical manner and to effectively achieve the overall
quality, cost, and construction period targets.

The SDSL has the ability to manage and operate a land information system, but lacks experience and expertise in establishing and operating integrated data centers. Therefore, consulting services from a group of experts who can set forth the initial direction and implementati
on strategies of this project and provide technical support are absolutely necessary.

Consulting services should include basic services for project execution in addition to big preparation and supervision based on a basic design of the project. Data standardization servic
e is urgently needed to lay the groundwork for the project in Sri Lanka as necessary, and c
apacity building of the project management organization and key personnel prior to the com
mencement of the project is also essential.

7.1.2.Scope of Consulting ServicesConsulting service includes basic services provided over the course of 12 months, which include basic design and bid preparation support (7 months), contract evaluation and contract
support (5 months); bidding; and supervision of the project execution by the selected projec
t implementer over the course of 36 months.

The main tasks of bid preparation, proposal evaluation and contract support, which are services
provided in order to prepare for the project and support the implementation thereof, are as follo
ws:[Table Ⅴ-79] Consulting Services Period and Their Description

Project stage/period
Basic design
and bidding
support7
months

Proposalevaluation andcontract
support5
monthsSupervision36
monthsDescription
Preparation of bidding documents for database construction, land information
system development, data center and infrastructure setup, education andtraining, and maintenance support
Preparation a request for proposal
Support for bidding for supplier selection
Assistance in evaluation of proposals submitted by bidders and preparation ofevaluation reports
Contract support according to company selection
Support during bidding
Database construction plan and results as well as quality supervision
Supervision of installation, unit test and integrated test
Purchase equipment for establishing the data centers and infrastructure andcheck their specifications
Review appropriateness of the education and training program
Check the maintenance support plan362

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

Project stage/period

Description
Preparation of process report and completion report (incl. purchasing, progress,
quality and payment management)Of the consulting services described above, the tasks directly related to the construction pro
ject are creating the basic design and performing supervision.

The basic design task involves establishing an implementation plan for the database, system,
ICT infrastructure, and capacity building for 4 months at the beginning of the consulting s
ervices, and supervision involves inspecting and evaluating the quality of project outputs foreach stage during the 36 months of the construction project.

The main tasks in each area are as follows:[Table Ⅴ-80] Main Details of Basic Design Services by Area

Project area

Description

Database

Perform a field survey, basic data collection, and environmental analysis fordatabase construction
Determined how many cadastral databases need to be built: a complete survey of
one local office and interviews and questionnaire-based surveys for otherregions
Establish input procedure and method by status/type
Define data entry standards in connection with standardization work
Analyze the requirements and related laws and systems
Analyze related capacity and technical level
Analyze human resources, equipment and technical level for data input andpropose measures
Design system operation and set forth a maintenance plan and a database update
plan

LIS

Perform a survey and analysis of the related work and analyze the system
operating environment
Prepare specifications of system functions and application architecture
Analyze the requirements and related laws and systems
Analyze related capacity and technical level
Design system operation and set forth a maintenance plan and a database update
plan

Data center andoperatinginfrastructure

Create a data center design and facility layout plan
Perform an infrastructure status analysis
Determine the quantity and specifications of hardware needed at the main data
center and backup centerSet forth a purchase and installation plan (schedule, customs clearance,transportation)
Analyze the requirements, related laws and systems, and policies
Analyze related capacity and technical level
Create an operating plan (financial resources and personnel) and maintenanceand repair plan

Capacity building

Carry out a diagnosis of the skill and knowledge level and an analysis of the
SDSL training program and training status
Develop training programs to be administered in Korea and Sri Lanka, analyze

363Sri Lanka LAS & LISS Project F/S Service

Project area

Description
the target persons for training, and establish an implementation plan
Establish a lecture hall operation plan for local training
Establish a plan for improving the training environment and infrastructure andcreate a schedule for customs clearance, transportation and installation oftraining equipment
Training project management unit (PMU) and local staff training- Project management, ISP Training
PMU- Basic training on LIS/GIS/ DBMS and ICT administration training
traini- Training of local project managers
ng
Use the consultants as much as possible and have them participate (OJT)
in the PMU consulting services to build capacity

The supervision work includes quarterly inspections and interim and final supervision.

A single inspection involves two weeks of stay in Sri Lanka as well as two weeks of workin Korea for preparing for the business trip and inspection and organizing the inspected matters.

The supervisory personnel will be composed of experts from each field. Based on the outpu
ts during the supervision period, the supervision of the LIS and ICT infrastructure will be c
onducted according to the information system supervision standards, while the supervision of the cadastral database setup will be carried out by the experts through direct surveying an
d visual inspection to determine the quality of the outcomes.

[Table Ⅴ-81] Main Details of Supervision by Field

Field

Project management

Database

SystemData center andoperatinginfrastructure

Capacity building

Details
Inspection of processes and progress management
Inspection of risk management
Inspection of issue management
Inspection of manpower management
Inspection of purchase/procurement management
Inspection of compliance with work instructions
Inspection of final outputs by region and phase
Inspection of drone image quality, image processing quality, accuracy, and work
performance procedure
Inspection of the system survey analysis report and detailed design
Inspection of system development, construction, installation, unit test and integrated
test
Inspection of outputs according to the construction methodology by system
Review and supervision of operation and maintenance support plan
Preparation of a process report and completion report (incl. purchase, progress,
quality, payment, management, etc.)
Inspection of hardware and software purchase plans
Inspection of the purchase, installation, unit test, acquisition and integration test
Review and supervision of operation and maintenance support plan
Preparation of a process report and completion report (incl. purchase, progress,
quality, payment, management, etc.)
Supervision of training plan and program
Curriculum review and monitoring and supervision of training results
Review of operation and maintenance support plan364

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

Field

Details
Preparation of a process report and completion report (incl. purchase, progress,
quality, payment, management, etc.)

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Sri Lanka LAS & LISS Project F/S Service

7.2.Consultant Assignment Plan
7.2.1.Consultant Group Composition

The consulting services of this project will be divided into three stages, with a group of experts assigned to the main areas of the project such as database, system, data center and IC
T infrastructure, and capacity building.

The first stage can be divided into preparation of basic design and bidding documents, the second stage into proposal evaluation and contract support, and the third stage into supervisi
on of construction work. The group of consultants that will provide such consulting services
is composed as follows:[Table Ⅴ-82] Composition of Experts for Consulting Services

Phase

Phase
1

Phase
2

Phase
3

Site survey,
basic design,
preparation of
RFP

Support inproposalevaluationand contract
negotiation

Personnel(M/M)
Foreign
Local
Grade
ExpertExpertSpecial

38.00

11.00

Advance
d

30.00

-

Special20.75-

Advanced7.00-

Special

63.00

36.00

Advance
d

69.00

-

Supervision

Key work details
Basic design and RFP preparation on the field of
CORS construction, mapping digitalization,
UAV surveying, spatial DB, land management
system and data center- Basic design and RFP preparation on land
administration system, IT network, capacity
building-Project management
Support in evaluating the proposal and contract
negotiating on the field of the construction of
CORS, mapping digitalization, UAV surveying,spatial DB, land management system and data
center- Support in evaluating the proposal on capacity
building- Project management
Supervision on the construction of CORS,
mapping digitalization, UAV surveying, spatial
DB, land management system and data center- Supervision on capacity building- Project management

7.2.2.Selection of Consultants❍ The consulting firm selection period is three months, and this is in adherence to the EDCF pu
rchasing guidelines of the Korea Export-Import Bank. In addition, it is necessary to present pr
oper procedures to the project implementer so that all purchasing procedures comply with the“EDCF purchasing guidelines” and to coordinate the opinions between the two entities.

366

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

8.Maintenance and Repair Support Plan
8.1.Maintenance and Repair Support Types and Periods
8.1.1.Types of Operation and Maintenance

The types of operation and maintenance and details thereof are as follows:[Table Ⅴ-83] Details of Operation and MaintenanceClassification

Description
Errors and inconsistencies with the specification
Inappropriate information output
Corrective
Transaction error
maintenance
Inconsistencies in the functional specifications and designs(for defects)
Abnormal termination of the program
Other functional defects
Maintenance performed for the system to be used in a different
environment when changing the system according to the changes in the
Adaptive
operating environment and related laws
maintenance Change of classification code and database within design scope
System monitoring and reflecting requests/demands from the staff
Tuning of functions and modules specified in the project contract
Maintenance performed in case of performance improvement factors
arise due to new technology
Functional
Structural adjustment of software
modification Scaling of system functions
and expansion Changing to higher spec hardware model when upgrading systemversionConstruction of additional databases

Type of support

Free maintenance

Charged, after
free maintenanceperiodPerformed inaccordance withthe maintenancecontract

8.1.2.Maintenance and Repair PeriodStable maintenance support and technical support are essential for smooth operation of the system, and various types of technical support and stabilization activities of the maintenanceteam are crucial.
 The contractor provides a 2-year warranty for the system equipment delivered after system setup
 However, the 2-year warranty for the equipment and equipment initially delivered early on for

digitization of drawings and terriers/ledgers will start on the equipment delivery date.
 A maintenance system is established to systematically respond to the rapidly changing information

technology by conducting preventive inspections in advance and preparing the necessary measures
to respond immediately to any failures.

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Sri Lanka LAS & LISS Project F/S Service

8.2.Operation and Maintenance Support Measures
The system operation and maintenance (O&M) organization for this project will run for a li
mited period of two years. Maximum duration of participation in maintenance should be en
sured for those who participate in system development by using an open source development engine so that difficulties arising from unexpected risks and unskilled/inexperienced syste
m operation in the early stages can be mitigated as much as possible. The maintenance pers
onnel will be composed as follows:[Table Ⅴ-84] Maintenance and Management Organization Composition

Category

Concentrated
support forstabilizing
systemoperation(resident
experts fromeach field)

Stage 1 (6months)Type of experts

3 people,
6 months

Database expert

3 people,
6 months

System developer

Stage 3: 3 months
Direct support for
maintenance and repair
purposes (minimum numberof external experts residing
at the office)Stage 4: 12 months
Indirect support via remotesupport

Korea

System developer

Center andinfrastructure
construction expert

Stage 2 (3months)

Input period

Database expert
Center andinfrastructure
construction expert

Local

Have experts on site tosupport system operation,
maintenance and repair,system stabilization, user
training, troubleshooting,operation advancement, etc.

2 persons,
6 months
2 people,
3 months
2 people,
3 months
2 person, 6months(Shift)System developer

1 person, 3monthsCenter andinfrastructure
construction expert

2 person, 6months(Shift)System developer

1 person, 12monthsCenter andinfrastructure
construction expert

2 person, 6monthsDescription

2 localexperts
from eachfield
supportedfor 24monthsConsulting on user training,troubleshooting, operation
support enhancement andincreased scope offunctions

Crisis response,
troubleshooting, technicalsupport, systemadvancement support

8.2.1.LAS and LISS

Systematic maintenance activities need to be maintained for two years (24 months) after conducting inspection at the time of completing the construction in order to ensure stable oper
ation and operating efficiency of the Sri Lanka land information management system by ens
uring stability and business continuity and setting up an emergency preparedness system an368

Ⅴ. To-Be Model of LIS and Project
Implementation Pland immediate response system for failures.
In order to support the smooth maintenance of the system, the SDSL should establish a mai
ntenance support team that can mobilize Sri Lankan users and the personnel of specialized
partners. The operation and maintenance (O&M) support team created by the contractor sho
uld be operated for a residency period (12 months) and a non-residency period (12 months)
to provide stable operational support, perform preventive maintenance on a regular basis, a
nd ensure efficient implementation of emergency measures and response to failures.

[Table Ⅴ-85] Operation and Maintenance Support Measures (LAS and LISS)

Personnel
Stage 1

PeriodStage 1

6 months
after theproject

SpecialClass: 1.
Advanced:
2

Stage 23 months
afterStage 1

SpecialClass: 1.
Advanced:
1

Domestic
technicians

Localpersonnel

people2
Stage 33 months
afterStage 2

Advanced:
1

Stage 412
monthsafter
Stage 3

Advanced: 1
RemotesupportDescription­ Repair of defects: This is a case of finding the cause of aproblem to solve the problem. This service is provided
free of charge within the warranty period, but fees arecharged afterwards. Services include troubleshooting
problems with the application program, fixing defects,
and fixing functional errors in the application program.
­ Functional improvement: This is a case of adding new
function and improving the existing system, and suchmeasures are taken after consultation. It is performed toreflect the user demands/requirements and the changes in
the required functions due to amended regulations orchanges in the systems or business processes.
­ Environmental application: This is to set up a new
operating system or transplant the system into a new
hardware environment for a prescribed fee.
­ Preventive measures: This is to improve the ease ofmaintenance and repair or improve system reliability, andthis service is provided free of charge.
­ Inspection support: This involves system operation
management, training support, and preventive inspectionof system software at every stage­ Support call center operations, meet requirements, answer
inquiries, and implement crisis response­ Collaboration with Korean experts (support)­ Joint use of operating support application system, data
center and infrastructure maintenance and repair support

The target of system maintenance is confined to the application system functions in operation after the completion of the development process, and does not include the hardware and s
oftware. It also includes troubleshooting problems/failures and technical support for proper o
peration of the system. The maintenance services are divided into free services and charged
services.

369

Sri Lanka LAS & LISS Project F/S Service[Table Ⅴ-86] Scope of Free Maintenance and Repair

Category
RepairperiodScope of support
 The warranty period for free repairs of the delivered item (application system function) is 12

months (1 year) from the inspection date.
 Functional problems (excl. failures caused by hardware and software) concerning any of the

Scope ofrepairSupportapplication systems prescribed in the list supplied at the completion of this project Technical defects, non-conforming performance or underperformance, frequent failures, process
failures (errors);
 Any mechanical defects and omission of required functions occurring within the warrant period,
except for problems caused by user negligence or natural disaster Correction, supplementation, reinstallation and testing of functions that may potentially fail, systemstatus analysis, configuration optimization, and training for each area As for support provided for system failures caused by natural disaster or user negligence, dispatch

Exceptionsof personnel from departments unrelated to system operation, technical support, and equipment
transfer, decisions should be made after consulting the user

[Table Ⅴ-87] Scope of Charged Maintenance and Repair

RepairperiodRepairperiodScope of support
 After the warranty period
 Design change to improve performance such as addition of new functions, system installation for

Scope ofrepairSupportscaling and changes to hardware and database Damage caused by natural disaster or user negligence and services involving software subject tocharged maintenance according to the software vendor policy Other matters not included in the free maintenance and repair services
 In the case of charged maintenance and repair, the scope and cost are determined by consulting withthe project implementer

8.2.2.Land and Spatial Information DBIn the case of land and spatial information DB to ensure the stability and utility of the Sri
Lanka LIS, maintenance activities will be carried out based on the aim of “maximizing data
efficiency,” “ensuring database reliability,” “preparing operating regulations and early establ
ishment thereof,” “DB currentization support,” and “immediately handling data errors.”

The maintenance plan for land and spatial information DB is as follows:370

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

[Figure Ⅴ-45] Maintenance Plan for Land and Spatial Information DBPrimary maintenance activities consist of immediate response and correction of data errors,
which may occur despite having performed inspections such as self-inspections during the database construction process and inspections by the supervisor.

The secondary maintenance activities consist of keeping the database up-to-date for the purpose of ensuring that the database construction work regulations, which will be prepared byconsulting with SDSL, and the related technologies will become established in the early stages.



The primary and secondary maintenance activities are included in the scope of work of thecontractor, and are carried out during the initial 12 months of residence after the completio
n of the project.

The third maintenance activity is to remotely support the DB update technology built throug
h this project, rather than additional construction, and is carried out during the second year
maintenance period.

371

Sri Lanka LAS & LISS Project F/S ServiceThe maintenance activities of land and spatial information DB will continue for 24 months(2 years) after the completion inspection, and the O&M support team from the contractor w
ill immediately respond to errors and keep the database current during a residency period (12 months) and non-residency period (12 months).



Maintenance of the equipment provided for construction of land and spatial information DB
will be carried out as either free maintenance and charged maintenance in cooperation withthe local maintenance agency. Free maintenance is defined according to the maintenance p
olicy of the manufacturer of the equipment that has been supplied.

8.2.3.Data Center and Operating Infrastructure1) Target and Scope of Maintenance Support
Support for maintenance of the data center and infrastructure construction projects for the Sri Lanka LIS is confined to the network equipment, server systems, and facility equipment
provided by the contractor, and the maintenance and repair period consists of Six(6) Months resident maintenance period, One(1)-year shift work and Six(6)-months remote support period.



The scope of the maintenance support provided includes hardware after-sales services, softw
are upgrades, and troubleshooting for the systems supplied to and installed at the main data
center at the SDSL headquarters, backup data center at the SLT and NDC, 25 district surv
ey offices and 84 divisional survey offices.



The detailed targets and scope of maintenance by level are as follows:[Table Ⅴ-88] Targets and Scope of Infrastructure Maintenance

Level

Item
Network
Security

Main Data
Center(SDSL HQ)

Server and Storage

Infrastructure
Network
Backup Data
Center(SLT IDC)

SecurityServer and Storage

Districtsurvey offices(25 locations)Targets and scope of maintenance
Backbone Switch, L2 Switch
DDoS, IPS, Firewall, Web Firewall, Access Control,
NMS/SMS/FMS, ESM, Vaccine
Web/WAS Server, DB Server, GIS Server, Backup Server and
S/W, Data Connection Server, Development DB Server,
Web/WAS Development Server, SSO Server and S/W, SAN
Switch, Storage
UPS, Thermo-Hygrostat, Firefighting Equipment, CCTV
System and Access Control System
Backbone Switch, L4 Switch, L2 Switch
DDoS, IPS, Firewall, Web Firewall, Access Control,
NMS/SMS/FMS, ESM, Vaccine
Web/WAS Server, DB Server, GIS Server, Backup Server and
S/W, VTL, Data Linked Server, SAN Switch, Storage

Network andSecurity

L2 Switch, Vaccine

HardwareWorkstation for preparing/reviewing cadastral system372

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

Level

Item

Divisional
survey offices(84 locations)

Network andSecurity

L2 Switch, Firewall

Infrastructure

Rack Mountable UPS and Housing CaseMC
(24 locations)

Hardware

Targets and scope of maintenance

LAS Access Client(PC)The warranty period for above products is three years, including one year of construction and two years of O & M support, after the Project completion. After the warranty period, it
is expected approximately 12% of the total equipment cost will occur as annual maintenance costs.

2) Operation and Maintenance Support Measures
The Sri Lanka LIS data center and infrastructure construction company must establish detailed maintenance support measures as follows:‒ Store modules and products that are of the main equipment or associated with high failure
frequency at a certain rate
‒ Establish a plan to utilize local suppliers from the beginning of the construction project for
speedy response in case of failure‒ Prepare a local after-sales service system and a support system with service providers inneighboring countries in the case of products manufactured by a global vendor‒ Establish a system that enables smooth cooperation between the resident maintenance personnel
and the equipment vendors‒ Enhance IT competency by involving the local staff in the project starting at the time of building
the land data infrastructure systemThe plan for mobilizing manpower for maintenance and repair in the Sri Lanka LIS data center and infrastructure construction project is as follows:‒ Considering the failures that may occur in the early stages after the completion of the LIS
construction, IT specialists should stay in the SDSL HQ for Six(6) Months and conduct theconcentrated support period, One(1) Year shift work and then provide remote support for Six(6)Months thereafter.
‒ Two(2) specialists in total: One(1) Network and Hardware specialist and One(1) Information
Security Facility specialist[Table Ⅴ-89] Infrastructure Maintenance Personnel Plan

Category
CommonNetwork and server
specialist

Detailed tasks
Preventive inspection and maintenance for each equipment
Troubleshooting and technical support in case of failure
Network equipment and server, Storage, Backup system management
Equipment operation and local staff training

373

Sri Lanka LAS & LISS Project F/S Service

Category
Information security
facility specialist

Detailed tasks
Security system management
Equipment operation and local staff training

374

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

8.3.Operational Spare Part Lists


Operational Spare Parts support for the Sri Lanka LIS is aimed at ensuring stable operationof the LIS by having sufficient spare supplies when it comes to major equipment, modules
and parts in order to maintain and repair IT infrastructure system as quickly as possible incase of failure and damage.

The budget allocated for Operational Spare Parts for each system is 2% of the ICT infrastr
ucture budget(excluding the Cost for installation and Test), based on the other EDCF projects.

The selection criteria for Operational Spare Parts focused on the failure frequency and levelof importance of the system.



The company hired to build the system must provide the following Operational Spare Parts
based on the reserve supplies selection criteria. Specific details will be determined by the consultants to ensure efficient budget execution.

[Table Ⅴ-90] Measures for Providing Operational Spare Parts

Category

Operational Spare Parts

Network/Security

Main Process Module, Interface Module, Power Module, L2 Switch, UTM, 1G SFP
Transceiver, etc

Server/Storage

HDD, Memory, NIC Card, HBA Card, SFC Card for Storage, etc

Infrastructure

UPS, Circuit breaker, Cooling fan, Fuse, Main Parts of Firefighting Equipment, Main
Parts of Thermo-Hygrostat, CCTV, etc

8.4.O&M plan
8.4.1.Organization of O&M
After the completion of main project, the project management plan is presented for smooth
operation and management of the SDSL

For the practical operation, it is divided into operational organization composition, manpowe
r supply plan, system operation and management plan, and financing plan for practical oper
ation.



Since the SDSL, which is implementation agency for the project, has already an LIS division in charge of LAS and LISS and an IT division that supports the maintenance of computerized equipment, it does not suggest to form a separate organization utilize existing sub-org
anizations of each division

375

Sri Lanka LAS & LISS Project F/S Service


The Database construction part can be operated and maintained by the existing SDSL headq
uarter and regional offices, so no separate organization is required[Figure V- 46] Proposal of composition for O&M

1) LIS Organization(Supplement)❍ O&M organization for LIS and composition is as follows:[Figure V- 47] O&M organization for LIS[Table Ⅴ-91] Composition for O&M organization

Grade
Categories
SpecialManager(DSG-LIS)
Tech Leader (Snr.SS)
S/W
Systemadvanced

Total NO. of
people

(1)

(1)

(1)

(1)

System Planning22

System Operation

2

2

376

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

System Development
Total

(2)

2

2

6

6(2)

2) IT Organization(Supplement)[Figure Ⅴ-48] O&M Organization for ICT❍ The personnel and technician class for each field are planned as follows:[Table Ⅴ-92] ICT Operating Personnel Organization

Grade(*) : ExistingArea
ExpertManager(DSG-IT)

1(1)

Environment Management(1)

Data Backup

Low

1(1)
(1)

1

(2)
1

LGN 2.0

1

Security System Management

1

Network O&M (Snr.SS)

Network
Operation

Middle(1)Server Management(Snr.SS)
H/W
SystemHigh

Total
Manpower
Export
(1)

1

1
1

2

1

2

Western Province

1

1

North Western Province11Southern Province

1

1

Sabaragamuwa Province

1

1

Central Province

1

1

North Central Province

1

1

UVA Province

1

1

Northern Province

1

1

377

Sri Lanka LAS & LISS Project F/S Service

Grade(*) : ExistingArea
ExpertHigh

Eastern Province
Total

MiddleLow

Total
Manpower
Export

1
(1)

3

1

11(2)

2(1)

16(4)

8.4.2.Operational Cost

Operational costs such as labor, system maintenance, building management, and electricity bills after the construction of LAS and LISS and Data Center are responsible by the Sri Lan
kan Government and Surveying Department (SDSL)[Table Ⅴ-93] Operational Cost (Base Cost)

Item

Annual expected Cost
(USD)

Description

Labor

269,874

Average Wage in Public Sector

System maintenance

1,789,200

Update and Maintenance cost
12% of System Construction cost(H/W & S/W)

IDC Rental

83,448Annual payment for SLT IDC Space

Utility Cost

46,000General expenses including electricity, water and gas

Total

2,188,522[Table Ⅴ-94] Expected Annual Operational Cost

(Unit: 1,000 USD)
Title

Y1

Y2

Y3

Y4

Y5

Annual Operational Cost

2,189

3,068

3,220

3,380

3,547

Based on the Economic Feasibility Analysis Criteria for EDCF Projects, a 9% discount rate was applied inthis economic feasibility analysis.
In this feasibility study, the inflation rate that was applied was 4.95%, and this was the average inflation rate
(unit: percentage change) in Sri Lanka from 2016 to 2018, determined by the IMF

378

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

9. Maintenance ScheduleThe schedule and human resources input plan of this project are divided into project executi
on, consulting service, operation and maintenance. For detailed schedule and human resourc
es input plan, refer to the figure below.

379

Sri Lanka LAS & LISS Project F/S Service[Figure Ⅴ-49 ] Project detailed schedule and manpower input plan (A)380

Ⅴ. To-Be Model of LIS and Project
Implementation Plan

[ Figure Ⅴ-50 ] Project detailed schedule and manpower input plan (B)381

Sri Lanka LAS & LISS Project F/S Service[ Figure Ⅴ-51 ] Consulting service detailed schedule and manpower input plan (B)382

Ⅴ. To-Be Model of LIS and Project
Implementation Plan
[ FigureⅤ-52 ] operation and maintenance detailed schedule and manpower input plan (B)

The main components of the project are ① construction of spatial information, ② system development, ③ data center and information infrastructure construction, ④ education and ca
pacity building, and for executing the project, ⑤ consulting services and ⑥ operation andmaintenance work is included.

9.1.Execution Schedule by General / Sector / Year

Detailed tasks for constructing spatial information include: ⑴Computerization of the old sur
vey plan, ⑵ Acquisition of spatial information for 24 major councils using UAV, ⑶ Installation of 32 GNSS CORS base stations and network configuration, ⑷ Produce 50cm resolut
ion satellite ortho image and ⑸ purchase survey and computer equipment.

‒ When the project starts, ⒜ Install GNSS CORS Base Station (M1-M11), ⒝ Produce Satellite
Ortho Image (M1-M11), and purchase Survey and Computing Equipment (M1-M7)
simultaneously.
‒ After the delivery of the equipment is completed, simultaneously start ⒜ the computerization ofold survey drawings (M9-M31) and ⒝ the acquisition of 24 MC aerial images (M9-M18)
using UAV.
 Spatial information acquisition (M13-M24) for 24 MCs should be performed in sequence startingfrom the area where aerial orthodontic image acquisition is completed.
The detailed task of system development is composed of ⑴ Land Administration System (LAS) and lower 8 modules and ⑵ Land Information Service System (LISS) and lower 3 modules.

‒ Once the project is undertaken, both Korea and Sri Lanka will start at the same time, ⒜ a totalof 24 months of system development (M1-M24) will be proceeded, ⒝ 6 months of integrated
testing (M25-M30) and ⒞ 6 months of pilot operation and stabilization will be proceeded tocomplete the task.
The detailed tasks of Construction for Data Center and Infrastructure are divided into:⑴ Constructing Main D / C, ⑵ Constructing Backup D / C, and ⑶ Comprised of improvi
ng the computing environment for 24 locations of District Survey Office (DistSO) and 84 locations of Division Survey Office.

‒ At the initial stage, conducted the detailed design(M2-M5) of the Data Center and proceeded the
procurement and fabrication of related equipment(M6-M20).
‒ Establish main and backup data centers and improve computer environment of local survey
office (M21-M31)
 Build a backup data center (M21-M23) and conduct functional tests (M24) Build a main data center (M26-M28) and conduct functional tests (M29-M31)‒ Data center function stabilization (M32-M33) and remote support pilot operation (M34-M36)

383

Sri Lanka LAS & LISS Project F/S ServiceThe detailed tasks of education and capacity building are mainly ⑴ Korea invited training,⑵ Local education and training, ⑶ On the Job Training (OJT) for operation and maintenance, ⑷ Improving Education Environment for Survey Office education center.

‒ Invited training sessions in Korea are held twice, two weeks each (M10, M17)
‒ Local education and training is divided into ⒜training instructor (M18-M19) and ⒝ training of
local professional expert (M22-23).
‒ In-depth practice training consists of 6 months of training and 30 months of development
practice with local partners.
‒ Improvement of educational environment consists of improvement of lecture hall facilities(M16) and implementing computerized equipment and surveying equipment.
Consulting services consist of ⑴ preparing a Request for Proposal (RFP), ⑵ selecting a company and supporting contracts, and ⑶ supervising the project.

‒ Preparation of Request for Proposal (RFP) is divided into on-site inspection and basic design(P1.M1-P1.M5) stage and proposal request preparation (P1.M6-P1.M7) stage.
‒ The selection of operators and contract support are divided into proposal evaluation andselection of operators (P2.M8-P2.M10) and technical negotiation and contract conclusion(P2.M11-P2.M12).
‒ The supervision of the project will be conducted for a total of 36 months, and project
management (overall / management) reviews monthly reports and checks the progress on aquarterly basis.
 For the first 18 months, local business trip will be held once for 6 months, and later on the qualityof the project will be enhanced by increasing the number of times instead of shortening the lengthof the visit.
Operation and maintenance will be conducted for two years after the completion of the proj
ect, and are divided into ⑴ operation stability support, ⑵ capacity building / supplementar
y training, ⑶ operation support and remote support.

‒ Operational stabilization support is divided into intensive support (OM.M1-OM.M6) period andgeneral support (OM.M7-OM.M12) period.
‒ Capacity building and supplementary training will be given to local experts four times each
(OM.M4, OM.M9, OM.M16, OM.M21) for two weeks each.
‒ Operational support and remote support should be appropriately overlapped with indirect
operation support (OM.M10-OM.M18) and remote support (OM.M13-OM.M24).
 Transfer of authority to local experts in phases, for local experts to directly operate and maintainthe project.

9.2.HR input Plan

Establish spatial information‒ Cross deployment of Korean and local experts at each stage for computerization of existing
survey drawings

384

Ⅴ. To-Be Model of LIS and Project
Implementation Plan Computer equipment preparation (3 persons / 3 months), geometric correction inspection andadjacent adjustment (intermediate 10 persons / 2 months)
 Scan data inspection (10 persons / 2 months), bad data rescanning (10 persons / 1 month),reference point extraction and geometric correction (100 persons / 5.2 months), digitizing (200persons / 16.5 months) local intermediate technicians Digitizing inspection and spatial data generation, involve Korean workers (intermediate 10 persons/ 5.6 months) and local intermediate technicians (100 persons / 5.5 months) simultaneously.

‒ GNSS CORS base station installation will be sub-contracted using turn-key method Input short-term (3.5 months each) one specialized technician and one advanced technician‒ Satellite ortho-image production consists of ground control point survey, orthodontic correction,
normal image production, and tiling.
 Temporarily input short-term (two months each) of two advanced technicians and local advanced

and medium leveled local technicians to the ground reference point survey
 Temporarily input short-term (two months each) two advanced technicians and one intermediatetechnician for orthodontic correction and normal image production
 Temporarily input short-term (1.5 months each) for one advanced technician and one intermediatetechnician for tiling correction images‒ Acquisition of aerial MC images using 24 UAVs simultaneously
 UAV survey involves 64 Korean advanced technicians (5.7 months each) and 20 local advanced

engineers (7.1 months each) sequentially.
 Digitizing by object should be carried out simultaneously in parallel with parcels (intermediate 200

people / 5.5 months), buildings (intermediate 200 people / 2.8 months), and roads (intermediate
100 people/ 0.9 months) with local personnel.
 Digitizing inspection (intermediate 20 people / 6.5 months) is conducted with local personnel.
 Complementary survey should be conducted for 6.5 months using local high-level (20 people) andintermediate (40 people) technical personnel.
 Spatial data processing and editing should be conducted for 4 months using local intermediate (200people) technical personnel.
 Investigate and input attribute data for 5.5 months with local intermediate (200 people) technicalpersonnel
 Spatial / property data inspection and structured editing input Korean personnel (intermediate 10

people/ 2.6 months) and local intermediate technical personnel (30 people / 4.4 months)
simultaneouslySystem development proceeds with the development of land registration system (LAS) and l
and information service system (LISS).

‒ Korean developers and local developers will collaborate for the development of a land
registration system (LAS).
 (Korea) Specialized Technician (Korea 91M/M + Local 33M/M) + (Korea) Advanced Technician(Korea 91M/M + Local 33M/M)
 (Korea) Intermediate Technician (Korea 92M/M) + (Korea) Beginner Technician (Korea 18M/M)
 (Sri Lanka) Specialized Technician (Local 232M/M) + (Sri Lanka) Advanced Technician (Local

232M/M)‒ For the development of land information service system (LISS), Korean developers and local

385

Sri Lanka LAS & LISS Project F/S Service

developers collaborate jointly.
 (Korea) Specialized Technician (Korea 10M/M + Local 3M/M) + (Korea) Advanced Technician(Korea 10M/M + Local 3M/M)
 (Korea) Intermediate Technician (Korea 10M/M) + (Korea) Beginner Technician (Korea 2M/M)
 (Sri Lanka) Specialized Technician (Local 37M/M) + (Sri Lanka) Advanced Technician (Local

37M/M)‒ For the Integrated test and pilot operation, Korean developers and local developers collaborate
jointly.
 (Korea) Advanced Technician (Korea 12M/M + Local 24M/M) + (Korea) Intermediate Technician(Korea 12M/M + Local 24M/M) + (Korea) Beginner Technician (Korea 6M/M + Local 6M/M)
 (Sri Lanka) Specialized Technician (local 60M/M) + (Sri Lanka) Advanced Technician (local

60M/M)
Construction for Data Center and Infrastructure requires a variety of technicians, includi
ng networks, information systems, electricity, machinery, architecture, and etc.

‒ Detailed design of the data center and purchase and production of related equipment: 4 persons
 Network field Specialized Technician 1 person (Korea 2.25month + local 1.5month) Information System field Specialized Technician 1 person (Korea 1month + local 1.5month) Electricity field Specialized Technician 1 person (Korea 0.5month + local 0.5month) Architecture field Specialized Technician 1 person (Korea 0.5month + local 0.5month)‒ Establishment of main and backup data centers and improvement of computer environment ofregional survey office: 6 persons
 Network and Information System field Specialized Technician 1 person (local 2month) Network and Information System Advanced Technician 3 persons (local 2 인/3month + 1

person/2month) Electricity field Specialized Technician 1 person (local 2.25month) Mechanical field Specialized Technician 1 person (local 2.25month) Architecture field Specialized Technician 1 person (local 1.75month)‒ Data Center Function and Integration Test: 4 persons
 Network and Information System field Specialized Technician 2 persons (local 4month) Network and Information System field Advanced Technician 2 persons (local 4month)‒ Stabilization of data center function and pilot operation of remote support: 2 technicians in thefield of network and information system (Korea 0.1 month + local 2 month)Training and capacity building require specialized technicians for network, development, surveying and advanced technicians are needed for civil construction and machinery to improv
e infrastructure.

‒ Invited training to Korea is conducted twice by 0.5 months of advanced (1 person), intermediate(2) and beginner (2) technicians.
‒ Local Education Training: 9 persons
 Network and Information System field Specialized Technician 1 person (local 2months)
 Network and Information System field Advanced Technician 1 person (local 2 months)386

Ⅴ. To-Be Model of LIS and Project
Implementation Plan Development/Software field Technician 1 person (local 2 months)
 Development/Software field Specialized Technician 3 persons (local 2 months)
 Survey field Technician 1 person (local 2 months)
 Survey field Specialized Technician 2 persons (local 2 months)‒ Improving Education Environment : 3 persons
 Civil Construction field Specialized Technician 1 person (local 1month) Mechanical field Specialized Technician 1 person(local 2 weeks)
 Mechanical field Advanced Tehcnician1 person(local 1week)Consulting services require involvement of a large number of Korean technicians, high-quali
ty local personnel in surveying, GIS and data centers.

‒ RFP; Request for Proposal: 19 persons
 Project General Control (Korea) Specialized Technician 1 person (Korea 3 months + Local 4months) Project General Control (Korea) Specialized Technician 1 person (Korea 2 months + Local 4months) Computerization of CORS and drawings (Korea) Specialized Technician 1 person (Korea 1 month+ local 3 months)
 UAV survey (Korea) Specialized Technician 1 person (Korea 1 month + local 3 months)
 Spatial DB Establishment (Korea) Specialized Technician 1 person (Korea 1 month + local 3months) Survey field (Sri Lanka) Specialized Technician 1 person (local 3 months)
 GIS System Development (Korea) Specialized Technician 1 person (Korea 2 months + local 3months) GIS System Development (Korea) Advanced Technician 1 person (Korea 2 months + local 3months) Spatial Information Processing (Korea) Specialized Technician 1 person (Korea 2 months + local 3months) Spatial Information Processing (Korea) Advanced Technician 1 person (local 3 months)
 GIS System Development (Sri Lanka) Specialized Technician 1 person (local 4 months)
 Network and Information System field (Korea) Specialized Technician 1 person (Korea 2.5 months+ local 3 months)
 Network and Information System field (Korea) Advanced Technician 1 person (Korea 2 months +local 3 months)
 Information Security field (Korea) Advanced Technician 1 person (Korea 1.5 months + local 2.5

months) Construction Equipment field (Korea) Specialized Technician 1 person (Korea 2 months + local

1.5 months)
 Data Center field (Sri Lanka) Specialized Technician 1 person (local 4 months)
 GIS System Development field (Korea) Advanced Technician 1 person (local 4 months)
 Survey field (Korea) Advanced Technician 1 person (local 4 months)‒ Select a business operator and support contract: 11 persons

387

Sri Lanka LAS & LISS Project F/S Service
 Project General Control (Korea) Specialized Technician 1 person (Korea 4 months + local 1month)
 Project General Control (Korea) Specialized Technician 1 person (Korea 3 months + local 1month)
 Computerization of CORS and drawings (Korea) Specialized Technician 1 person (Korea

1.5months + local 1month) UAV Survey (Korea) Specialized Technician 1 person (Korea 1.5months + local 1month) Spatial DB Establishment (Korea) Specialized Technician 1 person (Korea 1.5months + local

1month) GIS System Development (Korea) Specialized Technician 1 person (Korea 1.5months + local

1.5months)
 GIS System Development (Korea) Advanced Technician 1 person (Korea 1.5months + local

1.5months)
 Network and Information System field (Korea) Specialized Technician 1 person (Korea 1.5month+ local 1.5month) Construction Equipment field (Korea) Specialized Technician 1 person (Korea 0.5month + local

0.5month)
 GIS System development (Korea) Advanced Technician 1 person (Korea 0.2month + local

1.3month) Survey field (Korea) Advanced Technician 1 person (Korea 0.2month + local 1.3months)‒ Supervision of the main project: 17 persons
 Project General Control (Korea) Specialized Technician 1 person (Korea 12months + local

7months)
 Project General Control (Korea) Specialized Technician 1 person (Korea 12months + local

7months)
 Computerization of CORS and drawings (Korea) Specialized Technician 1 person (local 5months)
 UAV Survey (Korea) Specialized Technician 1 person (local 4month) Spatial DB Establishment (Korea) Specialized Technician 1 person (local 4months)
 Survey field (Sri Lanka) Specialized Technician 1 person (local 6months)
 GIS System Development (Korea) Specialized Technician 1 person (local 10months)
 GIS System Development (Korea) Advanced Technician 1 person (local 8months)
 Spatial Information Processing (Korea) Specialized Technician 1 person (local 4months)
 Spatial Information Processing (Korea) Advanced Technician 1 person (local 4months)
 GIS System Development (Sri Lanka) Specialized Technician 1 person (local 6months)
 Network and Information System (Korea) Specialized Technician 1 person (Korea 6months + local

6months)
 Network and Information System (Korea) Advanced Technician 1 person (Korea 6months + local

6months)
 Information Security field (Korea) Advanced Technician 1 person (Korea 3months + local

2.5months)
 Construction Equipment field (Korea) Specialized Technician 1 person (Korea 2 months + local 9months) Data Center field (Sri Lanka) Specialized Technician 1 person (local 24 months)

388

Ⅴ. To-Be Model of LIS and Project
Implementation Plan GIS System Development field (Korea) Advanced Technician 1 person (Korea 7months + local

5months)

Operation and maintenance will continue for two years after the completion of the project.

‒ Intensive support for operational stability: 10 persons
 Computerization of CORS and drawings (Korea) Specialized Technician 1 person (Local 3months) UAV Surveying (Korea) Specialized Technician 1 person (Local 6 months)
 Spatial DB Establishment (Korea) Specialized Technician 1 person (Local 3 months)
 Survey field (Sri Lanka) Specialized Technician 1 person (Local 6 months)
 GIS System Development (Korea) Specialized Technician 1 person (Local 6 months)
 GIS System Development (Korea) Advanced Technician 2 person (Local 6 months)
 GIS System Development (Sri Lanka) Specialized Technician 1 person (local 24month) Network and Hardware field (Korea) Specialized Technician 1 person (Local 6 months)
 Information Security field (Korea) Specialized Technician 1 person (Local 6 months)‒ Operational Stabilization General Support: 7 persons
 UAV Surveying (Korea) Specialized Technician 1 person (Local 6 months)
 Spatial DB Establishment (Korea) Specialized Technician 1 person (Local 6 months)
 GIS System Development (Korea) Specialized Technician 1 person (Local 3 months)
 GIS System Development (Korea) Advanced Technician 1 person (Local 3 months)
 Network and Hardware field (Korea) Specialized Technician 1 person (Local 3 months)
 Information Security field (Korea) Specialized Technician 1 person (Local 3 months)‒ Capacity building and supplementary training: GNSS CORS (Korea) Advanced Technician 1 person (Local 2 months)
 UAV Surveying (Korea) Advanced Technician 1 person (Local 2 months)
 DB/engine/server/integration (Korea) Advanced Technician 1 person (Local 2 months)
 Advanced program/web service 스 (Korea) Advanced Technician 1 person (Local 2 months)
 Network and Hardware field (Korea) Advanced Technician 1 person (Local 2 months)
 Information Security Area (Korea) Advanced Technician 1 person (Local 2 months)‒ Operational support and remote support
 System Development (Korea) One advanced technician (Local 7.5 months)
 Network and hardware field (Korea) Specialized Technician 1 person (Korea 2.5 months + Local 2months) Information security field (Korea) Specialized Technician 1 person (Korea 3.5 months + Local 1month)

389

Sri Lanka LAS & LISS Project F/S Service

Ⅵ. The Project Implementation Organization and
the Project Execution System
1. Project Implementation Organization
1.1.Project Implementation Organization and Organizational System
1.1.1.Organizational System of Survey Department of Sri Lanka
Founded in August 1880, the Survey Department of Sri Lanka is Sri Lanka's oldest govern
ment organization for more than 200 years, working on surveying, mapping, GPS and telemetry. According to the 2018 Annals, the organization is under the detailed organizational str
ucture of the Survey Department of Sri Lanka, including the Survey Department of Sri Lanka as a surveyor manager:‒ Additional Surveyor General in charge of labor force and administration‒ Additional Surveyor General in charge of the spatial information‒ Additional Surveyor General in charge of District Survey Office management‒ Additional Surveyor General in charge of land ownership registration[Table Ⅵ-1] Detailed Labor Force Composition Status of Survey Department of Sri Lanka

Seria
l
No.

1
2
3
4

Approved Designation

6

SurveyorGeneral
Addl.SurveyorGeneral (SLSS)
Addl.SurveyorGeneral (SLAS)
SeniorDeputySurveyorGeneral
DeputySurveyorGeneral/Provincial
SurveyorGeneral
Snr.Supdt.ofSurveys

7

Supdt.ofSurveys

58
9Asst.Supdt.ofSurveys/Surveyors
ApprenticeSurveyors
ChiefTechnicalandAdministrative
Officer

Transfer
s

Le
ft
the
po
st
to
sec
ure
&t
her
po
sts

Ap
pr
ov
ed
Ca
dre

Nu
mb
er
in
pre
vio
us
ye
ar

01
03
01
06

01
03
01
06

01

01

01
03
01
06

15

15

01

01

15

60
13
9
85
0

57

02

59

04

86

01

0

Re
tir
em
ent

01

97

07

74
8

02

390

Out

05

In

Le
ft
the
po
st

De
ad

Re
cru
it
me
nts

Pr
om
oti
on
s

01

01

01

49

Sta
ff
in
ye
ar
20
18

79
0
0

10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44

TechnicalandAdministrativeOfficer
Snr.MapTechnological
Officer(SpecialGrade)
MapTechnologicalOfficerI,II,III,TrainingGrade
Navigator
Photogrammetrist
Snr.PhotogrammetricTechnological
Officer
PhotogrammetricTechnological
Officer–I,II,III,TrainingGrade
Snr.RemoteSensingTechnological
Officer
RemoteSensingTechnological
Officer–I,II,III,TrainingGrade
Snr.AirPhotographicTechnological
Officer
AirPhotographicTechnological
Officer–I,II,III,TrainingGrade
Snr.LithoTechnologicalOfficer
LithoTechnologicalOfficer–
I,II,III,TrainingGrade
Snr.PlanTypographicTechnological
Officer
PlanTypographicTechnological
Officer–I,II,III,TrainingGrade
TransportOfficer
InformationTechnologyAssistantProgrammerIII
DataEntryOperator
LegalOfficer
LegalAssistant
BuildingSupervisor
SurveyInstrumentTechnician–SelectionGrade
SurveyInstrumentTechnician–I,II,III
Carpenter-I,II,III
WelderToolLabourer
LorryCleaner
MapMounter&BookBinder
PlanRepairer
A/CTechnician
Mason
CircuitBungalowKeeper
DarkRoomAssistant
PhotocopyMachineOperator

Ⅵ. The Project Implementation
Organization and
the Project Execution
System
12
30

45

23

05

56

40

03

12

57
4
01
01

36
6
01
0

10

09

04

02

26

20

01

0

13

10

01

01

01

06

05

05

03

01

01

15

09

09

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0

0

07

03

03

01
01
01
01
01
02
01

0
01
0
01
01
0
0

0
01
0
01
01
0
0

02

02

15
09
01
04
07
04
07
01
01
05
04
01

04
03
01
04
06
03
02
01
0
04
03
01

391

25
34
7
01
0
02

03

17
01
01

01
09

01

01

01
02
01
02

04
03
0
02
05
03
04
01
0
04
03
01

Sri Lanka LAS & LISS Project F/S Service

45

DepartmentalLaborer

46
47

49
50
51
52
53
54

MotorMechanic
SystemOperator
DeputyDirector(Administration)/
AssistantDirector(Administration)SLA
SII/III
ChiefAccountantSLASI
AccountantSLASII/III
InternalAuditorSLASITranslator
AssistantTranslator
AdministrativeOfficer

55

P.M.A.S.I,II,III

56

DevelopmentOfficer

48

57
58
59
60

Asst.Director(InformationTechnology
andCommunication)
InformationandCommunicationOfficer
InformationandCommunicationTechnologicalAssistantCombinedServicesDriversServiceSp./I,II,III

17
0
02
01

15
7
01
01

01
12
01
04
01
01
48
8
16
6

01
10
01
01
0
0
39
3
12
5

01

01

08

07

01

22

17

03

03

31
9
20
7

26
3
13
6

05

27

24

02

02

04

61

OfficeEmployees‟ServiceI,II,III

62

SurveyFieldAssistantgradeI,II,III

415
4

341
2

63

SystemOperator

02

0

392

08

01

14
0
0
0

08
01

01

14

01
02

01
01

12
2

79

05

06

07

01

14

12
2

03

01
9
01
01
0
0
43
9
12
5
01

177

06
17
07

16

01

03

01

47

04

09

56

02

12

256

122

29
3
18
3
346
0

0

Ⅵ. The Project Implementation
Organization and
the Project Execution System[Figure Ⅵ-1] SDSL Organizational Chart

393

Sri Lanka LAS & LISS Project F/S Service

2. PMU(Project Management Unit) Organizational Configuration (Plan)

To ensure smooth execution of this project, the Project Management Unit (PMU) is formed
within the Survey Department of Sri Lanka based on the existing TFT. The organization consists of the Project Executive Manager, the Project Manager, and the Project Manager Ge
neral PM (Active/Administration, Training/Capacity Enhancement, Data Acquisition/ Infrastr
ucture, IT&System, and Intelligent Quantity).

Survey Department of Sri Lanka is a member of the upper body, the Ministry of Lands andParliamentary Reforms, and the main competent supervisory department is the Land and Bi
m Saviya Division. In charge of supporting major decision-making and coordinating opinion
s with related agencies by including the Ministry of Lands and Parliamentary Reforms in the PMU organization.



The major tasks of PMU are as the following: .

‒ Construction of land and spatial information‒ Land information system development‒ Construction of LISS data center and management infrastructure‒ Capacity Building[Figure Ⅵ-2] Project Management Unit Structure (Plan)

394

Ⅵ. The Project Implementation
Organization and
the Project Execution System

395

Sri Lanka LAS & LISS Project F/S Service[Figure Ⅵ-3] Ministry of Lands and Parliamentary Reforms Organizational Chart

3. Project Management Unit System
3.1.Preparations for Project Management Unit
3.1.1.Project Management Unit Personnel Structure (Plan)The project implementation organization carries out the following essential major activities to establish a platform capable of a land information integration system and data sharing sys
tem:‒ Development of cadastral information/spatial information (field survey and drawing
computerization)‒ Construction of data center and management infrastructure‒ Education training‒ Management and maintenance‒ Constructing land information and spatial information service system‒ Constructing land administration system[Table Ⅵ-2] Role of Project Management Unit (Plan)Classification

Criteria

Role

Supreme Decision-Making
Authority

Total
Management of
Project

Decision making, policy coordination, and disputesettlement concerning the whole business as thehead of the cadastral Property Office should betaken for granted.

Overall Project PM

Overall ProjectManagement

Deputy PD of Overall ProjectManagement

Overall Practical
Affairs
Management

Land and Development Division

Foreign
Cooperation
Legislation/Admi
nistration

Practical Personnel

Education
Data
Acquisition/Infra
structure

Report and progress management of the overall
work at the instruction of the supreme decision
maker.
As the practical affairs manager, work order andprogress is checked through real-timecommunication with the working group.
Coordinating opinions with other ministries bymanaging and supervising the main project as an
upper body of the survey office.
The role of administrative support (law support,etc.) in charge of administrative and financial
affairs of the project.
Development/implementation of education to
improve the enhancing of the competitive
advantage of the participating personnel of the
project.
Responsible for processing/creating data such asvideo and satellites and for building various
infrastructures (data centers, etc.)396

Ⅵ. The Project Implementation
Organization and
the Project Execution System

Classification

Criteria

Role

Configuration
SystemPlanning system development plan, businessanalysis for overall technical support for systemdevelopment, design, development, verification,system operation

Direct Survey

Direct provincial survey implementation plan andimplementation in areas where data cannot be
obtained through satellite and aero survey

3.1.2.Role of Project Management Unit

The Project Management Unit consists of four business areas and each has the following roles:

‒ Law: Cooperation with existing land laws and enforcement procedures, issues to be overcome
during implementation of the proposed project and other administrative support.
‒ Capability Enhancement: Build capabilities for departments needing capability, enhance
infrastructure, identify interactive video conferencing/on-line education facilities available ateducational institutions (e.g., SLIDA) and prepare education curricula if necessary.
‒ Data Acquisition: Gathering information on existing survey plans and digitalization of data.
Improve spatial data acquisition and recording mechanisms (large and small) and computerize
work currently used in SDSL
‒ IT & System: Onsite office and data storage systems, data communication centers or othersystem structures/architectures, etc.

3.2.Project Implementation Cooperation System
3.2.1.Cooperating Organization
Ministry of Digital Infrastructure and Information Technology‒ Responsible for monitoring and evaluation of communication related policies, projects,
telecommunications and digital infrastructure, and is responsible for providing various
telecommunication facilities for the introduction of the latest technology.
‒ -Support for optimal solutions to promote productivity and efficiency in the provision of public
services.
‒ Developing strategies for the development of information and communication technologies
Ministry of Lands and Parliamentary Reforms‒ The main goal is to contribute to sustainable development through efficient land management
and optimal utilization, while strengthening land ownership, while ensuring optimal effective
and efficient management of national resources through policy planning, execution and397

Sri Lanka LAS & LISS Project F/S Service

coordination‒ Major Task

398

1) Renewing and implementing national territory policy

Ⅵ. The Project Implementation
Organization and
the Project Execution System

2) Preserving the environment for future generations
3) Ensuring the protection of the state4) Implementing land-use policies
5) Measures for the minimum utilization and prevention of decline of state land
6) Manage and develop national land and distribute land7) Allocation of land for development projects and other essential purposes
8) Register all land and guarantee ownershipRegistrar General’s Department‒ Responsible for the preservation and the issuance of copies and various related support of
documents, such as the registration of legal documents containing real estate and the registrationof marriage, birth and death.
‒ Land registration procedures are carried out per district and 45 land registrations have been set
up in Sri Lanka for this purpose.
‒ Major Task
1) Performing major domestic registrations such as marriage, birth and death2) Registering legal documents on real estate and non-property moving
3) Preservation of records related to such registration and issuance of certified copies of suchrecordsLand Commissioner General’s Department‒ The government controls and manages state land, distributes the land to individuals andinstitutions for various purposes, and the individual departments consist of the land department,
the development department, the legal department, the administration and the accounting financeministry.
‒ Major Task
1) Long-term lease and transfer for residential/commercial/agricultural purposes
2) Dissemination of national land for public purposes
3) Land distribution to long-term rental or special economic development projects, etc.
4) Interregional irrigation and land development project management
5) Resettlement plan and execution according to the Land Development Ordinance399

Sri Lanka LAS & LISS Project F/S Service

3.3.The Process of Promoting and Approving the ODA Project in RecipientCountry36‒ Sri Lanka is one of the most important EDCF countries, with emphasis on roads, water resources,
education, and renewable energy, etc. According to the mid-to-long-term national development
plan (Poverty Reduction Plan and the 1,500 days Economic Development Plan), the goal of
ODA project is sustainable growth, and the criteria for selecting projects are selected byconsidering Sri Lanka's poverty eradication, national economic development plan, andbudget/finance.
‒ For the recipient country system procedure, the following organizations are cooperating:1) Ministry of National Policies and Economic Affairs of Sri Lanka needs to approve forassistance while carrying out aid procedures with donor countries and agencies in general.
2) Department of National Planning within the Ministry of National Policies and Economic
Affairs needs to review to prioritize aid.
3) Allocation of organization aid funds by the Department of External Resources on the basis ofreview by the Ministry of National Policies and Economic Affairs and the Department of
National Planning.
4) Post-management in the Department of Project Management and Monitoring for efficient
post-management of budgets.

36 EDCF Sri Lanka National Strategy 201

400

Ⅶ. Project Cost Estimation

Ⅶ. Project Cost Estimation
1.Estimated Project Costs and Financing Plan
1.1.Estimated Project Costs[Table Ⅶ-1] Estimated Project Costs(Unit: 1,000 USD)
EDCF
Item

Foreign Currency
3rdCountries

Korea
1. Land and Spatial
Information D
2. Land Information System
Development
3. Data Center andInfrastructure

Local
Currency

EDCF
Total

GoSL

Total

5,267

5,192

15,80426,26326,263

7,272

81

1,187

8,540

8,540

2,011

4,087

106

6,204

166

6,370

4. Capacity Building

897

274

469

1,640

307

1,947

5. Consulting Service

3,864

506

4,370

4,370

204

1,687

1,687

6. Operation & MaintenanceSupport
7. PMU(Project Management
Unit)
Direct Cost

1,405

20,71678

9,712

18,276

48,7048. Taxes and Duties
9. Contingency

1,683

1,292

3,159

6,134

22,453

11,004

21,43554,892

680

680

1,153

49,857

4,285

4,285
6,134

10.Service Charges EDCF loan
Total Budget

5,438

60,330* All taxes, duties, and levies imposed on goods and services in the democratic socialist republic of Sri Lanka provided by the Suppliers will be
exempted by the Government of Sri Lanka.

1.2.Financing Plan

Based on the results of the feasibility study, the total project costs for this project amount t
o USD 60,330,000. USD 54,892,000, which is 91% of the total project costs, will be raised
through an EDCF loan, while the government of Sri Lanka or SDSL will bear 9% of the total project costs, which works out to be USD 5,438,000.

401

Sri Lanka LAS & LISS Project F/S Service[Table Ⅶ-2] Financing Plan
(Unit: 1,000 USD)

Item

EDCF
Foreign Currency
Local
3rd
Currency
Korea
Countries

EDCF
Total

GoSL

Total

5,438

60,3309.014

100.000

Project Cost

22,453

11,004

21,43554,892

EDCF Ratio (%)

40.90

20.05

39.05

100.00

Ratio (%)

37.21718.24035.53090.986

1.3.Annual Budget Plan
[Table Ⅶ-3] Annual Project Costs(Unit: 1,000 USD)

Item

Y0*

1. Land and Spatial
Information DB
2. Land Information System
Development
3. Establishment of Data
Center and Infrastructure
4. Capacity Building
5. Consulting Service
6. Operation & MaintenanceSupport
7. PMU(ProjectManagement Unit)
Direct Cost

1,756

Y1

Y2

Y3

Beyond Y4

11,462

11,684

3,117

26,263

3,454

3,436

1,650

8,540

2,481

2,616

1,273

6,370

314

1,503

130

1,947

872

871

871

4,370
1,687

170

170

170

170

1,926

18,753

20,280

7,211

402

Total

1,687
680

1,687

49,857

Ⅶ. Project Cost Estimation

2.Estimated Project Costs in Detail
2.1.Project Costs for Land and Spatial Information DB
2.1.1.Project Cost Calculation Standards[Table Ⅶ-4] Standards for Calculating Cost of Land and Spatial Information DB

Category

Item

Calculation basis and standard

Description

Itemized unit
cost calculation
methodCalculation of the unit cost of each unit process(calculation based on manpower input and daysof work per unit process)Application of the 2018
standard of estimate forconstruction

Category

Unit process
Inspection of scanned data
Rescanning of poor-quality scanned data

Computerization of Old Survey
Plans

Reference point extractions, ground coordinate input andgeo-referencing
Geometry check for geo-referencing and adjacency
adjustment
Digitizing by parcel
Digitizing inspection and spatial data generation
UAV survey for the 24MCs
Digitizing parcel objects for the 24MCs

Survey anddatabase
setup costs

Digitizing building objects for the 24MCs
Construction of Spatial DB for 24
MCs

Digitizing street objects for the 24MCs
Field check and complementary survey of the 24MCs
Create and editing spatial data for the 24MCs
Enter and investigate attribute data for the 24MCs
Spatial DB inspection and structured editing for the 24MCs
Check the locations for the additional installations

Additional installations of the
CORS Network(32 locations)

Equipment inspection and delivery
On-site checking and inspection of installation
Test operation and inspection (Network Adjustment)
GCP selection and GCP survey

50cm satellite orthoimage
production

Satellite image ortho rectification
Image mosaic and color correction

403

Sri Lanka LAS & LISS Project F/S Service

Category

Item

Calculation basis and standard

Description

Tiling of orthoimages

Korean experts
Labor
costs

1) Direct labor costs: Apply the 2019 unit wages
for surveyors
2) Indirect labor costs: Comply with theguidelines of the Korea Export-Import Bank
3) Overhead expenses: Comply with theguidelines of the Korea Export-Import Bank

Korea Association of
Spatial Information,
Survey & Mapping

Data obtained on the labor costs incurring from database setup and in relation
to the surveyors of local firms provided during the project period
Calculation as local business trip expenses according to the number of workers and total working
days for each process(international airfares, visa fees, expenses during stay, vehicle rental fees, interpreter fees)
Local experts

Direct cost
Establishmentof aworkplace

Surveying results management and database setup workplace: One integrated office (excl.
network, security equipment and software)Transportation

Shipping is the first choice / But some transported via air

1) Computerization of Old Survey Plans① Inspection of scanned data
Total number of sheets: 82,303
Workload/person/day: 200 sheets (standard: local advanced technician – 8 hours of work)
Required time with 1 worker: 400 days
Required time with 10 workers: 40 days
② Rescanning of poor-quality scanned data
Total number of sheets: 8,230 (10% of total number of sheets, 82,303)
Workload/person/day: 40 sheets (standard: local intermediate technician - 8 hours of work)
Required time with 1 worker: 193 days
Required time with 10 workers: 19 days
③ Reference point extractions, ground coordinate input and geo-referencing
Total number of sheets: 82,303
Workload/person/day: 8 sheets (standard: local intermediate technician – 8 hours of work)
Required time with 1 worker: 10,317 days
Required time with 100 workers: 103 days
④ Geometry check for geo-referencing and adjacency adjustment
Total number of sheets: 82,303
Workload/person/day: 200sheets(standard: Korean intermediate technician – 8 hours of work)
Required time with 1 worker: 402 days
Required time with 10 workers: 40 days
⑤ Parcel digitizing
Total quantity: 3,275,623 lots404

Ⅶ. Project Cost Estimation

Workload/person/day: 50 lots (standard: local intermediate technician – 8 hours of work)
Required time with 1 worker: 65,720 days
Required time with 200 workers: 329 days
⑥ Digitizing inspection
Total quantity: 3,275,623 lots
Workload/person/day: 300 lots (standard: local intermediate technician – 8 hours of work)
Required time with 1 worker: 10,933 days
Required time with 100 workers: 109 days
⑦ Spatial data generation (parcels)
Total quantity: 3,275,623 lots
Workload/person/day: 3,000 lots (standard: Korean intermediate technician – 8 hours of work)
Required time with 1 worker: 1,110 days
Required time with 10 workers: 111 days
2) Construction of spatial DB for the 24MCs① AV survey (based on 10㎢)
- Work plan: 2 advanced technicians (Korean), 5 days of work
- Ground control point selection and survey:
2 advanced technicians (Korean), 5 days of work
4 advanced technicians (local), 5 days of work
2 intermediate technician(local), 5 days of work
- UAV flight and data acquisition (included supplementary flight):
2 advanced technicians (Korean), 5 days of work
2 advanced technicians (local), 5 days of work
2 intermediate technicians (local), 5 days of work
- Data processing:
2 advanced technicians (Korean), 10 days of work
2 advanced technicians (local), 10 days of work
- Production of final results: 2 advanced technicians (Korean), 3 days of work
- Total area: 708.08㎢② Digitizing parcel objects
Total number of parcels: 2,092,539 parcels (area: 708.02㎢)
Workload/person/day: 100 parcels (standard: local intermediate technician)Required time with 1 worker: 20,916 days
Required time with 200 workers: 105 days
③ Digitizing of building objects
Total number of buildings: 973,887 buildings
Workload/person/day: 100 buildings (standard: local intermediate technician)Required time with 1 worker: 9,727 days
Required time with 200 workers: 49 days

405

Sri Lanka LAS & LISS Project F/S Service④ Digitizing of road objects
Total road length: 8,843㎞
Workload/person/day: 5㎞ of road (standard: local intermediate technician)Required time with 1 worker: 1,757 days
Required time with 200 workers: 9 days
⑤ Inspection of digitizing results
Total number of parcels: 2,092,539 parcels (area: 708.02㎢) - in the case of buildings and roads,
check overlay with parcels
Workload/person/day: 800 parcels (standard: local intermediate technician)Required time with 1 worker: 2,607 days
Required time with 20 workers: 130 days
⑥ On-Site complementary survey
Total quantity for field repletion survey: 418,499 parcels (20% of total parcels) - reflecting theresults of the LX pilot project
Workload/survey team/day: 30 parcels (buildings and streets appropriated separately)
Composition of a survey team: 1 local advanced technician and 2 local intermediate technicians
Required time with 1 survey team: 13,938 days (included parcels, buildings, and streets)
Required time with 199 surveying teams: 70 days
⑦ Processing/editing of spatial data (parcels, buildings and streets) for field complemntary sur
vey
Total number of parcels: 2,092,539 parcels (area: 708.02㎢) - buildings and streets done in parallelwith parcels
Workload/person/day: 150 parcels (standard: local intermediate technician)Required time with 1 worker: 13,938 days
Required time with 200 workers: 70 days
⑧ Examination/input of attribute data (parcels, buildings and streets)
Total number of parcels: 2,092,539 parcels (area: 708.02㎢) - buildings and streets done in parallelwith parcels
Workload/person/day: 200 parcels (standard: local intermediate technician)Required time with 1 worker: 10,479 days
Required time with 200 workers: 52 days
⑨ Inspection of spatial/attribute data (parcels, buildings and streets)
Total number of parcels: 2,092,539 parcels (area: 708.02㎢) - buildings and streets done in parallelwith parcels
Workload/person/day: 800 parcels (standard: local advanced technician)Required time with 1 worker: 2,613 days
Required time with 30 workers: 87 days
⑩ Spatial database structured editing (parcels, buildings and streets)
Total number of parcels: 2,092,539 parcels (area: 708.02㎢) - buildings and streets done in parallelwith parcels

406

Ⅶ. Project Cost Estimation

Workload/person/day: 4,000 parcels (standard: Korean intermediate technician)Required time with 1 worker: 527 days
Required time with 10 workers: 53 days
3) Additional installations of the CORS Network (32 locations)① Check the locations for additional installations
Total number of locations checked: 32 locations
Composition of each group organized for the field check: 1 Korean special-class technician
and 1 Korean advanced technician
Workload/group/day: Check 1.5 location
Time required for examination: 22 days
② Equipment inspection and delivery
Composition of each group organized for equipment inspection: 1 Korean special-class technician
and 1 Korean advanced technician
Time required for local equipment inspection and delivery: 15 days
③ Test operation and inspection
Composition of each group organized for test operation and inspection: 1 Korean special-classtechnician and 1 Korean advanced technician
Time required for test operation and inspection: 30 days (included Network Adjustment)
4) 50cm satellite orthoimage production① Ground control point selection and surveying
50cm satellite images: 95 scenes
Selection of 6 GPS locations per scene
Total GCP surveying quantity: 570 stations
Composition of one group of the GCP surveying team: 2 local advanced technicians and 2
local intermediate technicians
Workload/group/day: 3 stations
Required time with 1 group: 190 days
Required time with 5 groups: 38 days
② Satellite image ortho rectification
2 Korean advanced technicians, 35 days
1 Korean intermediate technician, 35 days
③ Orthoimage production and editing
2 Korean advanced technician, 5 days
1 Korean intermediate technician, 5 days
④ Tiling of orthoimages
1 advanced technician, 30 days
1 intermediate technician, 30 days

407

Sri Lanka LAS & LISS Project F/S Service

2.1.2.Project Cost Estimation[Table Ⅶ-5] Estimation of Project Costs for Land and Spatial Information DB(unit : 1,000 USD)

EDCF
Item

Foreign Currency
Portion

Local
Currency
Portion

EDCF
Total

GOSL
/SDSL

Total

Korea

3rd
Countries

5,267

5,192

15,80426,263-26,263

Computerization of Old Survey
Plans

878

-

6,916

7,794

-

7,794

Construction of spatial DB for
the 24MCs

2,918

-

8,762

11,680-11,680Additional installations of the
CORS Network (32 locations)

105

2,530

19

2,654

-

2,654

50cm satellite orthoimage
production

938

1,640

107

2,685

-

2,685

Provision of survey equipment (andmaterials)

428

1,022

-

1,450

-

1,450

Total

[Table Ⅶ-6] Cost Breakdown for Computerization of Old Survey Plans(unit : 1,000 USD)

EDCF
Item

Foreign Currency
Portion

Local
Currency
Portion

EDCF
Total

GOSL
/SDSL

Total

Korea

3rd
Countries

878

0

6,916

7,794

-

7,794

Inspection of scanned data

-

-

22

22

-

22

Rescanning of poor-quality
scanned data

-

-

15

15

-

15

Reference point extractions, groundcoordinate input and georeferencing

-

-

802

802

-

802

Geometry check for georeferencing and adjacency
adjustment

151

-

-

151

-

151

Parcel Digitizing

-

-

5,108

5,108

-

5,108

Digitizing inspection and spatial
data generation

417

-

850

1,267

-

1,267

Direct cost

310

-

119

429

-

429

Total

408

Ⅶ. Project Cost Estimation[Table Ⅶ-7] Cost Breakdown for Construction of spatial DB for 24MCs(unit : 1,000 USD)

EDCF
Item

Foreign Currency
Portion
Korea

Total
UAV survey

Local
Currency
Portion

3rd
Countries

2,918

0

8,762

EDCF
Total

GOSL
/SDSL

11,680Total-

11,680

1,705

-

312

2,017

-

2,017

Digitizing parcel objects

-

-

1,626

1,626

-

1,626

Digitizing building objects

-

-

756

756

-

756

Digitizing street objects

-

-

136

136

-

136

Inspection of digitizing results

-

-

149

149

-

149

On-Site complementary survey

-

-

2,940

2,940

-

2,940

Create and editing of spatial data

-

-

797

797

-

797

Investigation and input of
attribute data

-

-

814

814

-

814

Special database inspection andstructured editing

227

-

149

376

-

376

Direct cost

986

-

1,083

2,029

-

2,029

[Table Ⅶ-8] Cost Breakdown for Additional Installations of the CORS Network (32 Locations)(unit : 1,000 USD)
EDCF
Item

Foreign Currency
Portion

Local
Currency
Portion

EDCF
Total

GOSL
/SDSL

Total

Korea

3rd
Countries

Total

105

2,530

19

2,654

-

2,654

CORS equipment and installation

-

2,530

-

2,530

-

2,530

Direct labor costs

69

-

-

69

-

69

Direct cost

36

-

19

55

-

55

409

Sri Lanka LAS & LISS Project F/S Service[Table Ⅶ-9] Cost Breakdown for 50cm Satellite OrthoImage Production(unit : 1,000 USD)
EDCF
Item

Foreign Currency
Portion

Local
Currency
Portion

EDCF
Total

GOSL
/SDSL

Total

Korea

3rd
Countries

938

1,640

107

2,685

-

2,685

KOMPSAT 3, 3A

810

-

-

810

-

810

1m DEM

-

1,640

-

1,640

-

1,640

GCP selection and Survey results
verification

25

-

-

25

-

25

GCP Survey

-

-

97

97

-

97

Satellite image ortho rectificationand orthoimage production

68

-

-

68

-

68

Tiling of orthoimages

10

-

-

10

-

10

Direct cost

25

-

10

35

-

35

Total

[Table Ⅶ-10] Cost Breakdown for Provision of Survey Equipment (and Materials)(unit : 1,000 USD)
EDCF
Item

Foreign Currency
Portion

Local
Currency
Portion

EDCF
Total

GOSL
/SDSL

Total

Korea

3rd
Countries

1,137

1,022

0

1,450

-

1,450

UAV survey equipment

204

-

-

205

-

205

UAV data processing workstation

-

85

-

85

-

85

UAV data processing software

-

55

-

55

-

55

GNSS survey equipment

-

314

-

341

-

341

GNSS survey equipment(Preliminary quantity)

-

41

-

41

Total station survey equipment

-

192

-

192

Total station survey equipment(Preliminary quantity)

-

23

-

23

Pen-Computer system

-

64

-

64

Pen-Computer system(Preliminary quantity)

-

8

-

8

Total

410

41
-

192
23

-

64
8

Ⅶ. Project Cost Estimation

EDCF
Foreign Currency
Portion

Item

Local
Currency
Portion

EDCF
Total

GOSL
/SDSL

Total

Korea

3rd
Countries

PC for database construction

213

-

-

213

-

213

Workstation for database
construction and management

-

213

-

213

-

213

Shipping and delivery fee

11

-

-

11

-

11

2.2.Development of LIS
2.2.1.Calculation Standards[Table Ⅶ-11] Calculation Standards for Establishment of Land Information System

Classification

Item

Direct labor costs

Softwaredevelopment
costs

Software development costs = Labor costs for Korean experts (direct
labor costs + overhead expenses + engineering fees) + Labor costs for
local experts (direct labor costs)

Korean experts

Apply the monthly unit price for software technicians in 2018

Local experts

Apply the monthly unit price for labor in the private ICT industry of
Sri Lanka

Common standards

Direct costs
Development
environment
setup

Calculation of direct labor costs for the manpower assigned tosoftware development
Direct labor costs = Man hours by developer class × Monthly unit
price for labor by developer class

Calculation of overhead expenses and engineering fees for theOverhead expenses
manpower assigned to software development
and engineering-Overhead expenses = Direct labor costs × 110%
fees
-Engineering fees = Direct labor costs × 40%

Total

Unit price forlabor costs

Calculation basis and standards

Hardware &software

A set of hardware and software with the same conditions set up in
Korea and Sri Lanka each (excl. network, security equipment andsoftware)411

Sri Lanka LAS & LISS Project F/S Service

2.2.2.Project Cost Estimation[Table Ⅶ-12] LIS Development Costs(Unit: 1,000 USD)

Softwaredevelopme
nt costs

Direct
costs

Item

EDCF
Foreign Currency
Local
3rd
Currency
Korea
country

LAS development

5,064

727

5,791

5,791

LISS development

535

115

650

650

Integration test and pilot
operation

985

188

1,173

1,173

Airfare and living expenses

562

157

719

719

61

187

187

20

20

20

8,540

8,540

Development
environment
setup

Softwareprocurement
Development
serverprocurement

Total

126

7,272

81

EDCF
Total

1,187

GoSL
Portion

Total

1) Software development costSoftware development costs calculated based on man hours[Table Ⅶ-13] System Development Labor Costs by Man Hour

(Unit: 1,000 USD)

System

1. Landadministration
system (LAS)
1) Landregistration system
2) Landinformationinquiry system
3) Cadastral map
management
system4) Field surveying
systemKorean manpower (M/M)

Local
manpower(M/M)

Korean labor costs

125

125

92

18

232

232

2,022

2,225

806

5,064

727

5,791

11.5

11.5

10

1

30

30

191

211

76

478

94

572

6

6

6

0.5

18

18

103

113

41

258

56

314

7.5

7.5

7

0.5

16

16

126

139

50

316

49

366

27

27

22

2

26

26

442

486

177

1,105

81

1,186

Korea Loca
laborlOverhe Engi cost labor Total
Speci
Inter
Speci
Direct
Adva
Begi
Adva
ad
neeri total costs
al
medi
al
labor
nced
nner
nced
expens ng
class
ate
class
costs
es
fees

412

Ⅶ. Project Cost Estimation

Korean manpower (M/M)

Local
manpower(M/M)

Korean labor costs

Korea Loca
laborlOverhe Engi cost labor Total
Speci
Inter
Speci
Direct
Adva
Begi
Adva
ad
neeri total costs
al
medi
al
labor
nced
nner
nced
expens ng
class
ate
class
costs
es
fees

System5) Surveying
application
information
8.25
management
system6) Surveying
results preparation
12
system7) Surveying
8
inspection system
8) Surveying
document
8.75
management
system9) Drawing editing
10
system10) System
10management
11) Channel
13
system2. Landinformation
3
service system
3. Integration
testing and test
13
operation
Total

-

8.25

2.5

3

13

13

126

138

50

316

40

356

12

6

2

21

21

184

203

73

461

66

527

8

5

2

17

17

130

142

51

324

53

378

8.75

7.5

1

15

15

146

160

58

365

47

412

9

7

2

27

27

152

166

61

380

84

464

10

6.5

1

20

20

157

173

62

394

62

456

13

8.5

2

11

11

201

222

81

504

34

538

4

4

1

18

18

64

71

26

160

56

217

13

10

2

37

37

214

235

85

534

116

650

36

36

12

60

60

394

433

157

985

188

1,173

2) Direct Costs[Table Ⅶ-14] Direct Costs of LIS Development(Unit: USD)

Direct costs

LAS

Business trip expenses
for analysis and design

Quantity

AmountAirfare (16 people * 1 time)

16 times

24,000Daily expenses, meal costs,
accommodations (16 people * 28days)

448 days

54,656

Car rental fees(2 cars * 20 days)

40 days

5,200Interpreter fees(2 people * 20 days)

40 days

5,200

413

Sri Lanka LAS & LISS Project F/S Service

Direct costs

Business trip expenses
for design anddevelopment offunctions

Business trip expenses
for test operation

Business trip expenses
for system stabilization

LISS

Business trip expenses
for system analysis anddesignQuantity

AmountVisa(16 people * 1 time)

16 times

800

Airfare(10 people * 5 times)

50 times

75,000Daily expenses, meal costs,
accommodations(10 people * 140 days)

1,400
days

170,800

Car rental fees(2 cars * 100 days)

300 days

26,000Interpreter fees(2 people * 100 days)

300 days

26,000Visa(10 people * 5 times)

50 회

2,500

Airfare(5 people * 2 times)

10 회

15,000Daily expenses, meal costs,
accommodations(5 people * 168 days)

840 days

102,480

Car rental fees(2 cars * 120 days)

240 days

31,200Interpreter fees(1 person * 120 days)

120 days

15,600Visa(5 people * 2 times)

10 times

500

Airfare(4 people * 2 times)

8 times

12,000Daily expenses, meal costs,
accommodations\(4 people * 168 days)

672 days

81,984

Car rental fees(1 car * 120 days)

120 days

15,600Interpreter fees(1 person * 120 days)

120 days

15,600Visa(4 people * 2 times)

8 times400

Airfare(2 people * 1 time)

2 times

3,000

Daily expenses, meal costs,
accommodations(2 people * 14 days)

28 days

3,416

Car rental fees(1 car * 10 days)

10 days

1,300Interpreter fees(1 person * 10 days)

10 days

1,300

414

Ⅶ. Project Cost Estimation

Direct costs

Quantity

AmountVisa(2 people * 1 time)

2 times100

Airfare(2 people * 2 times)

4 times

6,000

Daily expenses, meal costs,
accommodations(2 people * 56 days)

112 days

13,664

Car rental fees(1 car * 40 days)

40 days

5,200Interpreter fees(1 person * 40 days)

40 days

5,200

Visa(2 people * 2 times)

4 times200

DBMS procurement

Oracle1 set

61,404

Security solution
procurement

SSO(Single Sign On) S/W

1 set

126,220

WEB/WASS server
procurement

WEB/WAS server procurement (refer tothe cost calculation for building the data
center and operating infrastructure)

1 set

9,864

DB server procurement

DB server procurement (refer to the costcalculation for building the data centerand operating infrastructure)

1set

10,545Business trip expenses
for development offunctions

Developme
nt
environment setup

Total direct costs

415

927,933

Sri Lanka LAS & LISS Project F/S Service

2.2.3.Project Costs by Year
[Table Ⅶ-15] Cost Breakdown by Year

(Unit: 1,000 USD)
EDCFForeign Currency
Local
PortionEDCF
Currency
Total
3rd
Portion
Korea
Countries

Item

Land
administration
system (LAS)Land Information
Service System
Integrated testingand pilot operation
Travel expenses,
etc.
Development
environment setup
Total

GOSL

Y1

Y2

Y3

Total

- 3,225

2,566

-

5,791

5,064

727

5,791

535

115

650

-

-

650

-

650

985

188

1,173

-

-

-

1,173

1,173

562

157

719

-

209

220

290

719

207

-

20

-

187

207

3,454

3,436

1,650

8,540

126

81

7,272

81

1,187

8,540

2.3.Data Center and Infrastructure
2.3.1.Calculation Standards[Table Ⅶ-16] Calculation Standards for Establishment of Data Center and Operating Infrastructure

Category

Establish
ment ofIT
infrastruc
ture

Item

Calculation ocapacityCalculation Standards

Description

Based on the [Guide on Calculating Information
System Hardware Scale] (Telecommunication
Technology Association, TTA)

Basic data on databaseservers with simultaneousaccess and users and basic
data on WEB/WAS server

CategoryCPU
MemorySystemDisk
Data
Storage
Site

DB server
Calculated Confirmed
value
value
559,718tpmc
4,574MB
12,967MB
55,473MB
Storage type

416

WEB/WAS server
Calculated
Confirmed value
value
85,217 ops
4,192MB
12,967MB
Expected capacity

Ⅶ. Project Cost Estimation

Category

Local
computerroom

Installation andintegration testItem

Calculation Standards

Purchase
Calculation ocapacityDescription

Main data
center

SAN method

Backup data
center

SAN method

Disk Array #1: 300 TB
Disk Array #2: 100 TB
VTL: 200 TB
Disk Array #1: 300 TB
Disk Array #2: 100 TB
VTL: 200 TB

List Price / Vendor Price

Based on quotation

Calculated based on the latest devices

Collection of list of selected
equipment and quotations
according to specifications

Purchase

Calculated based on the Internet/quotation

Labor
costs

Direct labor costs: Engineering Labor Unit Price
Table (2018)
Indirect labor costs: KEXIM Guideline

Transportation

Korea Engineering
Consulting Association(KENCA), 2018)

Shipping is the first choice / But some transported
via air

2.3.2.Project Cost Estimation[Table Ⅶ-17] Data Center and Operating Infrastructure Project Cost Estimation(Unit: USD)

EDCF
Item

Foreign Currency

Local
Currency

EDCF
Total

GoSL

Total

Korea

3rd
Countries

Total

2,011,000

4,087,000

106,000

6,204,000-

6,370,000

Main Data Center(SDSL-IT Branch)

821,000

1,380,000-

2,201,000-

2,201,000

Backup Data Center(Sri Lanka Telecom IDC)

416,000

1,210,000-

1,626,000-

1,626,000

Local Survey Office(District & Divisional)

83,0001,497,000-

1,580,000-

1,580,000

Installation Fee

403,000

55,000458,000-

458,000

417

Sri Lanka LAS & LISS Project F/S Service

EDCF
Foreign Currency

Item

Korea
Function and Integration Test

288,000

Cost for SLT IDC Usage(Initiation+2 Years)-

3rd
Countries

Local
Currency

EDCF
Total

GoSL

Total

51,000339,000-

339,000-0

166,000

166,000-[Table Ⅶ-18] Breakdown of Data Center and Operating Infrastructure Project Costs(Unit: USD)ClassificationITinfrastructure
setup

Items

Quantity

Cost(USD)

Server & Storage System,etc.

2 sites

1,291,000

Network System

2 sites

729,000

Security System

2 sites

1,084,000

Software License

2 sites274,000

Subtotal
OA
equipment

3,378,000

PC N Monitor

2

3,472

Scanner

1

620

Subtotal

Data center
auxiliaryequipment, etc.

4,000

Auxiliary equipment

1 site242,000

Access control system, etc.

1 site195,915

Maritime transportation
costs

1 set

7,392

Subtotal
Local survey
offices

District survey officers

25 sites

443,000

Divisional survey offices

84 sites

1,054,000

MCs

24 Sites

83,000Installation andintegration test

Item

Labor costs

UPS, thermo-hygrostat, fire
extinguishing equipment, etc.
Computer room construction andaccess control system and CCTV

445,000

SubtotalCategory

Remarks

1,580,000
Unit
price

Quantity (M/M)

Cost

4,729

20.85

98,599.65

4,319

14.00

60,466

5,230

3.25

16,997.5

418

Special-class(ICT)
Advanced(ICT)Special-class(electrical)

Ⅶ. Project Cost Estimation

Classification

Items

Quantity

Cost(USD)

Remarks

5,812

2.25

13,077

5,288

2.75

14,542

Subtotal

203,682

Overhead
expenses

110% of the direct labor costs

224,050

Engineering fees

40% of the direct labor costs

81,473

Subtotal

509,000

International flightairfare (incl.
insurance)
Domestic flightairfareAccommodation
costs

1,500

20

30,000

230

13

2,990

2,310

38.25

88,357.5

Living expenses

1,680

38.25

64,260

Car rental fees

2,860

18

51,480Visa fees

50

20

1,000

Interpreter fees

2,860

18

51,480SubtotalSpecial-class(machinery)Special-class(construction)(incl. insurance)

Accommodatio
nsFood expenses
and daily
expenses

288,000

Total

6,204,000

IDC rental fees for 2 years

6 racks

166,000

Total

6,370,000

2.3.3.Annual Project Costs[Table Ⅶ-19 Breakdown of Annual Project Costs(Unit: 1,000 USD)
Item

EDCF
Foreign Currency Local
EDCF GOSL
Curre
3rd
Total
Korea
ncy
Countries

Y1

Y2

Y3

Total

Total

1,999

4,087

0

6,086

2,439

2,576

1,237

6,252

821

1,380

-

2,201

-

878

878

445

2,201

416

1210

-

1,626

-

813

813

1,626

83

1,497

-

1,580

-

790

790

1,580

Main Data Center(SDSL-IT Branch)
Backup Data Center(Sri Lanka Telecom IDC)
Local Survey Office(District & Divisional)

419

Sri Lanka LAS & LISS Project F/S Service

Installation

and Test

691

-

106

797

166

135

828

963

2.4.Consulting Service
2.4.1.Calculation Standards[Table Ⅶ-20] Consulting Service Project Cost Calculation Standards

Category

Labor costs

Direct cost

Item

Calculation Standards

Note

Direct labor costs

Average wages announcement (2018)
KENCA/KOSA/KASM/TTA

Applied individually foreach participating
technician

Indirect labor
costs

Apply KEXIM guidelines

Overhead expenses: 110%of direct labor costs;
Engineering fees: 40% of
direct labor costs

Local labor costs

Provided by the project implementer
Field survey

Airfare, living
expenses, officerental fees, etc.

Same as the standards applied for database

2.4.2.Project Cost Estimation[Table Ⅶ-21 Consulting Service Project Costs(Unit: USD)
Major
Intermediateclassification classification

Surveying

Labor costs(Koreanconsultants)

SoftwareCommunicati
ons

Item

Monthlylabor unit
price
(USD)

Quantity(M/M)

Cost (USD)

Special-classtechnician

4,323.22

36

155,636

Advanced
technician

3,784.44

47

177,869

Engineer

8,196.66

48

393,440

Special-classtechnician

7,208.24

28

201,831

Advanced
technician

5,418.19

39

211,309

Special-classtechnician

4,728.90

27.75

131,227

Advanced
technician

4,318.82

32

138,202

420

Remarks

Unit price of labor ofengineering, softwareand surveying
technicians

Ⅶ. Project Cost Estimation(Unit: USD)
Major
Intermediateclassification classification

Item

Monthlylabor unit
price
(USD)

Quantity(M/M)

Direct labor costs

Subtotal
SurveyingSpecial-class

200

10

2,000

GIS

Special-class

200

10

2,000

ICT

Special-class

200

16

3,200
7,200

International flight airfare (incl.
insurance)

1,450

181 times

262,450

Domestic flight airfare

230

18 times

41,400

Car rental fees

130

465 days

60,450Accommodation costs

77761 nights

58,597

Living expenses (meals anddaily expenses)

56

739 days

41,384Visa fees

50

109 times

5,450Interpreter fees

130

375 days

48,750Overhead expenses: 110% of direct labor costs;
Engineering fees: 40% of direct labor costs
Subtotal
Direct cost(business trip
expenses of
local
personnel,
etc.)

2,112,425

Overhead expenses:
110% of direct laborcosts; Engineering
fees: 40% of direct
labor costs

3,520,708

Subtotal

Direct cost(business trip
expenses of
Koreanconsultants,
etc.)

Remarks

1,408,283

Indirect labor costs (Overhead expenses + Engineering
fees)

Labor costs(localmanpower)

Cost (USD)

1,194,181
1,712,662

Travel expenses

75

36

2,700

Business trip expenses

125

36

4,500

Transportation expenses

200

36

7,200

Subtotal

14,400Total

4,370,000421

Phase 1: 7 months
Phase 2: 5 months
Phase 3: 36months

Sri Lanka LAS & LISS Project F/S Service422

Ⅶ. Project Cost Estimation

2.4.3.Annual Project Costs[Table Ⅶ-221 Consulting Service Project Costs by Year

(Unit: Thousand USD)
EDCF
Item

Foreign
Currency Portion
Korea

3rd
country

Local
Currency
Portion

EDCF
Total

GOS
L

Y1

Y2

Y3

Y4

Total

1) Basicdesign andbid drafting

1,089

140

1,299

1,229

1,229

2) Evaluationand contract
support

462

65

527

527

527

3)
Supervision

2,313

301

2,614

Total

3,864

506

4,370

1,756

784

784

1,046

2,614

784

784

1,046

4,370

2.5.Capacity Building
2.5.1.Project Cost Calculation Standards[Table Ⅶ-23] Capacity Building Cost Calculation Standards

Classification

Item

Calculation basis

Living expenses
Cost ofinviting
trainees to
Korea

Invitation
Training in
Korea(daily expenses, meal
costs,
accommodations)

KOICA Global Training Guide(CIAT Program)AirfareIdentical to the application
standards for the surveying database

Insurance

Identical to the application
standards for the surveying database

KOR-ENG, based on official rate of
Hankuk University of Foreign Studies
Interpreter fees
Graduate School of Interpretation andTranslation
Operatingexpenses

Instructor fees

KOICA Global Training Guide(CIAT Program)

Car rental fees,
educational
material printing
costs, etc.

Estimated expenses

423

Remarks

Sri Lanka LAS & LISS Project F/S Service

Classification

Item

Calculation basis

Direct labor
costs
Programhost

Direct laborcosts

Training for
fostering
instructors

KOICA Global Training Guide(CIAT Program)Indirect labor
costs

Apply KEXIM guidelines

IT network
infrastructure2018 Base Rate for Engineer(Communications)

LIS and LISS

2018 Base Rate for Engineer(Communications) )Geoinformatics

2018 Base Rate for Software
Engineer

Data acquisitionand surveying

2018 Base Rate for Surveying
Technician

Indirect labor costs

Remarks

Apply KEXIM guidelines

Overhead expenses: 110% of thedirect labor costs
Engineering fees: 40% of the direct
labor costs

Overhead expenses: 110% of thedirect labor costs
Engineering fees: 40% of the direct
labor costs

Airfare, sojourncosts,
Identical to the application
Direct Cost interpretation/transla
standards
for the surveying databasetion costs, car rental
fees, etc.

Direct labor
costs

Expansion
training for
operators

Trainee
expensesField survey results provided byproject implementer(based on the bus fare for travelingbetween Colombo and SDSL
training center)

IT network
infrastructure2018 Base Rate for Engineer(Communications)

LIS and LISS

2018 Base Rate for Engineer(Communications) )Geoinformatics

2018 Base Rate for Software
Engineer

Data acquisitionand surveying

2018 Base Rate for Surveying
Technician

Indirect labor costs

Apply KEXIM guidelines

Overhead expenses: 110% of thedirect labor costs
Engineering fees: 40% of the direct
labor costs

Airfare, sojourncosts,
interpretation/tran Identical to the application standards for the surveying database
Direct cost slation costs, carrental fees, etc.

Trainee
expensesField survey results provided by project implementer(based on the bus fare for traveling between Colombo and SDSL

424

Ⅶ. Project Cost Estimation

Classification

Item

Calculation basis

Remarks

training center)

OJT

Labor costs

Trainees

Field survey results provided byproject implementer (labor costs for
local public servants)

Local
operatingexpenses

Workshops,
educational
material printing
costs, etc.

Estimated expenses

GOSL Portion[Table Ⅶ-24] Capacity Building Cost Calculation Standards

Classification

Item

Equipment
transportation
costs

Calculation basis

Korea-Port ofColombo (marinetransportation)

Remarks

Multiple quotations from private
enterprises

Port of
ColomboTraining
Center (landtransportation)

Direct laborcosts
Training
infrastructure Classroom
improvement environment Indirect labor
improvementcosts2018 Base Rate for Engineer(Construction & MechanicalEquipment)

Apply KEXIM guidelines

Direct cost

Identical to the application
standards for the surveying database

Direct laborcosts

2018 Base Rate for Engineer

Educational
equipment
and furniture Indirect labor
costs

Apply KEXIM guidelines

425

Overhead expenses: 110% of thedirect labor costs
Engineering fees: 40% of the direct
labor costs

Overhead expenses: 110% of thedirect labor costs
Engineering fees: 40% of the direct
labor costs

Sri Lanka LAS & LISS Project F/S Service

2.5.2.Project Cost Estimation[Table Ⅶ-25] Capacity Building Cost Estimates(Unit: USD)
EDCFForeign Currency
Portion

Item

Total
Invitation Training in Korea

Korea

3rd
Countries

897,000

274,000

Local
Currency
Portion

EDCF
Total

469,000

1,640,000

1,947,000

339,000

339,000

339,000

OJT (On the Job Training)

64,00064,000

GOSL

Total

307,000

371,000

Training for Fostering Instructors

339,000

75,000414,000

414,000

Expansion Training for Operators

59,000

325,000

383,000

383,000

Improvement of Training
infrastructure

160,000

6,000

440,000

440,000

274,000[Table Ⅶ-26] Detailed Breakdown of Capacity Building Costs

Category

Training in
Korea

Session 1

Item

Quantity

Cost (USD)

Trainees: Airfare

30 people

43,500Trainees: Living expenses

30 people

93,847

Trainees: Insurance

30 people

1,500

Interpreter fees

1 person*10 days

9,380

Industrial tour

1 set

853

Welcome/departure
luncheon/banquet

1 set

2,559

Instructor fees

3 people*5 days

5,757

Educational material printing
costs

1 set

853

Car rental fees

14 days

5,970

Other (refreshments &consumables)

1 set

851

Program hosts: Labor costs

Special Class 1
person*5 days
Advanced 1
person*14 days
Intermediate 1

4,853

426

Remarks

Incl. overhead
expenses &engineering fees

Ⅶ. Project Cost Estimation

Category

Item

Quantity

Cost (USD)

Remarks

person*14 days
Subtotal

Session 2

169,924

Trainees: Airfare

30 people

43,500Trainees: Living expenses

30 people

93,847

Trainees: Insurance

30 people

1,500

Interpreter fees

1 person*10 days

9,380

Industrial tour

1 set

853

Welcome/departure
luncheon/banquet

1 set

2,559

Instructor fees

3 people*5 days

5,757

Educational material printing
costs

1 set

853

Car rental fees

14 days

5,970

Other (refreshments &consumables)

1 set

851

Program hosts: Labor costs

Special Class 1
person*5 days
Advanced 1
person*14 days
Intermediate 1
person*14 days

4,852

Subtotal

169,924
339,000

Thousand USD
or less

18,095Engineering(communications)

Overhead expenses

19,904110% of thedirect labor costs

Engineering fees7

7,239

40% of the direct
labor costs

Total of Invitation Training in Korea
Special Class
1people*44 days
Advanced class
1people *44 days

Labor costs

Training forTraining on
fostering
IT network
Instructors
infrastructu
reIncl. overhead
expenses &engineering fees

Airfare2 people*1 time

3,000

Visa issuance fees

2 people*1 time

100

Living expenses

2 people*60 days

15,960

Car rental fees

1 car*44 days

5,720

Excl. weekends

Interpretation/translation fees

1 person*44 days

5,720

Excl. weekends

Lecture material production
costs

1 set

500

Meeting expenses

1 set

1,000

427

Sri Lanka LAS & LISS Project F/S Service

Category

Item

Quantity

Cost (USD)

Consumables

1 set

1,000

Trainees: Transportation costs 16 people*1 time
Trainees: Daily expenses

16 people*60 days

SubtotalSpecial Class
2 people*44 days

7,200

32,586

Soft Engineer

Overhead expenses

35,846110% of thedirect labor costs

Engineering fees7

13,034

40% of the direct
labor costs

Airfare2 people*1 time

3,000

Visa issuance fees

2 people*1 time

100

Living expenses

2 people*60 days

15,960

Car rental fees

1 car*44 days

5,720

Excl. weekends

Interpretation/translation fees

1 person*44 days

5,720

Excl. weekends

Lecture material production
costs

1 set

500

Meeting expenses

1 set

1,000

Consumables

1 set

1,000

Trainees: Transportation costs 16 people*1 time
Trainees: Daily expenses

16 people*60 days

Subtotal

120
7,200
121,788

Professional
1 people * 44 days
Special Class
1 people*44 days

Labor costs

Training on
Geomatics

120
85,558Labor costs

Training on
Systemdevelopme
nt

Remarks

30,497

Soft Engineer

Overhead expenses

33,546110% of thedirect labor costs

Engineering fees7

12,19840% of the direct
labor costs

Airfare2 people*1 time

3,000

Visa issuance fees

2 people*1 time

100

Living expenses

2 people*60 days

15,960

Car rental fees

1 car*44 days

5,720

Excl. weekends

Interpretation/translation fees

1 person*44 days

5,720

Excl. weekends

Lecture material production
costs

1 set

500

Meeting expenses

1 set

1,000

Consumables

1 set

1,000

428

Ⅶ. Project Cost Estimation

Category

Item

Quantity

Trainees: Transportation costs 16 people*1 time
Trainees: Daily expenses

16 people*60 days

SubtotalSpecial Class
2 people*44 days

120
7,200

20,164

Surveyor

Overhead expenses

22,179110% of thedirect labor costs

Engineering fees

8,065

40% of the direct
labor costs

Airfare2 people*1 time

3,000

Visa issuance fees

2 people*1 time

100

Living expenses

2 people*60 days

15,960

Car rental fees

1 car*44 days

5,720

Excl. weekends

Interpretation/translation fees

1 person*44 days

5,720

Excl. weekends

Lecture material production
costs

1 set

500

Meeting expenses

1 set

1,000

Consumables

1 set

1,000

Trainees: Transportation costs 16 people*1 time
Trainees: Daily expenses

16 people*60 days

Subtotal

120
7,200
90,728414,000

Thousand USD
or less

2,149

Engineering(communications)

Overhead expenses

2,364

110% of thedirect labor costs

Engineering fees

860

40% of the direct
labor costs

Total of Training for Fostering Instructors
Special Class
1people*10days

Labor costs

Training on
Expansion
IT network
Training forinfrastructur
OperatorseRemarks

116,561

Labor costs

Training on
data
acquisition
andsurveying

Cost (USD)

Airfare1 people*1 time

1,500

Visa issuance fees

1 people*1 time

50

Living expenses

1 people*14 days

1,862

Car rental fees

1 car*14 days

1,300

Excl. weekends

Interpretation/translation fees

1 person*14 days

1,300

Excl. weekends

Lecture material production
costs

1 set

500

Meeting expenses

1 set

1,000

429

Sri Lanka LAS & LISS Project F/S Service

Category

Item

Quantity

Cost (USD)

Consumables

1 set

1,000

Transportation costs of
Sri Lanka Instructor:

4 people*1 time120

Daily expenses of
Sri Lankan Instructors

4 people*10days

1,680

Transportation costs ofTrainee138 people*
1 time4,140

Daily expenses ofTrainee138 people*14days

57,960Subtotal

77,785Special Class
1 person*14 days

3,465

Engineering(communications)

Overhead expenses

3,812

110% of thedirect labor costs

Engineering fees

1,386

40% of the direct
labor costs

Labor costs

Airfare1 people*1 time

1,500

Visa issuance fees

1 people*1 time

50

Living expenses

1 people*14 days

1,862

Car rental fees

1 car*14 days

1,300

Excl. weekends

1 person*14 days

1,300

Excl. weekends

1 set

500

Meeting expenses

1 set

1,000

Consumables

1 set

1,000

Trainees: Transportation costs

4 people*1 time120

Trainees: Daily expenses

4 people*10days

1,680

Transportation costs ofTrainee138 people*
1 time4,140

Daily expenses ofTrainee138 people*14days

57,960Training on
Interpretation/translation fees
systemLecture material production
costs

Subtotal

81,075Special Class
1 people*14 days

Labor costs
Training on
geoinformati
csRemarks

3,465Overhead expenses

3,812

Engineering fees

1,386

Airfare1 people*1 time

430

1,500

Softwaretechnician

Ⅶ. Project Cost Estimation

Category

Item

Quantity

Cost (USD)

Visa issuance fees

1 people*1 time

50

Living expenses

1 people*14 days

1,862

Car rental fees

1 car*14 days

1,300

Excl. weekends

Interpretation/translation fees

1 person*14 days

1,300

Excl. weekends

Lecture material production
costs

1 set

500

Meeting expenses

1 set

1,000

Consumables

1 set

1,000

Transportation costs of
Sri Lanka Instructor:

4 people*1 time120

Daily expenses of
Sri Lankan Instructors

4 people*10days

1,680

Transportation costs ofTrainee138 people*
1 time4,140

Daily expenses ofTrainee138 people*14days

57,960Subtotal

Remarks

81,075Special Class \2 people*40 days

Labor costs

3,930

Surveyor

Overhead expenses

4,323

110% of thedirect labor costs

Engineering fees

1,572

40% of the direct
labor costs

Airfare2 people*1 time

3,000

Visa issuance fees

2 people*1 time100

2 people*14 days

3,724

1 car*14 days

1,300

Excl. weekends

1 person*14 days

1,300

Excl. weekends

1 set

500

Meeting expenses

1 set

1,000

Consumables

1 set

1,000

Transportation costs of
Sri Lanka Instructor:

4 people*1 time120

Daily expenses of
Sri Lankan Instructors

4 people*10days

1,680

Transportation costs ofTrainee138 people*
1 time4,140

Living expenses
Training on
data
Car rental fees
acquisition
Interpretation/translation fees
andrepletion
Lecture material production
surveying
costs

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Category

Item

Quantity

Cost (USD)

Daily expenses ofTrainee138 people*14days

115,920

Remarks

Subtotal

143,069

Total of Expansion Training for Operators

383,000

Thousand USD
or lessGOSL Portion

Trainees: Labor costs

6 people*36months

307,000

Workshop

1 set

21,600Material printing costs

1 set

21,600

Other (meeting expenses,
consumables, etc.)

1 set

21,600

Sri Lanka
OJT

Subtotal

Transportation costs

Construction
labor costs

Improvementof theTraining
Environment Direct cost
Infrastructure

Training
equipment

371,000

Korea-Port of Colombo(marine transportation)

1 set

6,000

Port of Colombo-Training
Center (land transportation)

1 set

1,000

Communications facilities

2 people*14 days

5,351

Furniture setup

1 person*7 days

1,548

On-site management

2 people*14 days

3,699

Thousand USD
or less

Overhead expenses

11,656110% of thedirect labor costs

Engineering fees

4,239

40% of the direct
labor costs

Airfare4 people*1 time

6,000

Visa fees

4 people*1 time

200

Living expenses

49 days

26,068Car rental fees

1 car*14 days

1,820Interpretation/translation fees

1 person*10 days

1,300

Workstation (27 inch)

3 ea.

10,157

Desktop

5 ea.

115,134

Auto CAD

2

8,102

Beam projector

5 ea.

16,417

Electronic screen (120 inch)

5 ea.

4,179

Electronic desk

5 ea.

22,984Whiteboard

5 ea.

5,330

432

2EA in ISM
1EA in SDSL HQⅦ. Project Cost Estimation

Category

Item

Quantity

Cost (USD)

Smart board

5 ea.

35,180

Lecture desk

5 ea.

938

Printer

2 ea.

1,706

Scanner

2 ea.

1,023

Plotter (42 inch)

1 ea.

9,381

Mobile mic

5 ea.

3,500

GNSS receiver and controller

2 ea.

27,291

UAV surveying equipment(fixed wing)

2 ea.

81,873Chair (with writing panel)

50 ea.

8,528

Cabinet (5-tier bookshelves)

4 ea.

512

UPS

2 ea.

17,057

Building materials

1ea

2,000

Remarks

Furniture

Other
Subtotal

Total

440,000

Thousand USD
or less

1,947,000

Incl. GOSL
portion
US$307,000

2.5.3.Project Costs by Year
[Table Ⅶ-27] Capacity Building Costs by Year

(Unit: 1,000 USD)
EDCF
Item

1. Invitation
Training in Korea
2..OJT
3. Training for
fostering
instructors
Expansion training
for operators
4. Training
environment
improvement
Total

Foreign
Currency
3rd
Korea
Countries

Local
Currency

339

EDCF
Total

GOSL

339
64

307

Total

Y1

Y2

Y3

339

203

136

371

111

130

339

75

414

414

414

59

324

383

383

383

440

440

160

274

6

440

897

274

469

1,640

433

307

1,947

314

1,503

Y4

130

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Sri Lanka LAS & LISS Project F/S Service

2.6.Operation, Maintenance and Repair Support
2.6.1.Calculation Standards[Table Ⅶ-28] O&M Support Cost Calculation Standards

Classification

Item

Calculation basis

Direct labor costs
Labor costs

Direct cost

Indirect labor costs
Local labor costs
Airfare, living
expenses duringbusiness trip, officerental fees, et.

Remarks
Applied for each participating
KENCA & KOSA
technician
Overhead expenses: 110% of
the direct labor costs;
Apply KEXIM guidelines
Engineering fees: 40% of thedirect labor costs
Provided by the project implementer / Field survey
Same as the database application standards

2.6.2.Project Cost Estimation[Table Ⅶ-29] O&M Support Costs(Unit: USD)
Majorclassification

Midclassification
Land andspatialinformation DB

Systemdevelopment

Labor costs(Korea)Data Center

Item
SpecialClassSurveying
SpecialClassSoftware
AdvancedClassSoftware
AdvancedClass
H/W,N/W
AdvancedClass-IS

Mid
classification

Item

Capacity
Building

AdvancedClassSurveying
Advanced
Class

Monthly labor
unit price(USD)

Quantity(M/M)

Cost (USD)

4,323

9

38,0097,208

964,874

5,418

22.5

121,909

4,319

13.5

58,304

4,319

13.5

58,304

Daily labor
unit price(USD)

Quantity(M/D)

Cost (USD)

172

112

19,600196

112

21,952434

Remarks

Ⅶ. Project Cost Estimation(Unit: USD)
Majorclassification

Midclassification

Item

Monthly labor
unit price(USD)

Quantity(M/M)

Cost (USD)

347

112

38,864

H/W,N/W
AdvancedClassSoftware

Indirect labor costs(overhead expenses + engineering fee)

Labor costs(local)Direct cost

Subtotal of Labor Costs (Korea)
Special Class-Surveying
1,710
6Special Class-Software
1,710
24
Subtotal of Labor Costs (Sri Lanka)
Total of Labor Costs (Korea & Sri Lanka)
International Airfare
1,500
42 times$1,680 *Living expenses(57months+336days)($2,860/months * 30
Car rental
months) +($130/days*40days)$2,310 *Accommodation(57months+288days)
Visa
50
42 times
Document Printing
100
18monthsInterpreter
2,860&
40daysSpare Part (Data Center)

99,201

633,551

Overhead
expenses:
110% ofdirect laborcosts,Engineering
fees: 40%of direct laborcosts

1,055,918
19,26041,04151,301
1,107,219
63,000114,576
96,200
153,846
2,100
450
56,68099,201

Subtotal of Direct Costs

586,053

Total

1,687,000

435

Remarks

Direct cost of
ICT
equipments *2%
ThousandUSD or less

Sri Lanka LAS & LISS Project F/S Service

2.6.3.Project Costs by Year
[Table Ⅶ-30] O&M Support Costs by Year Standards

EDCF
Foreign Currency

Item

Korea

3rd
Countries

Local
Currenc
y

EDCF
Total

GOSL

Total

Y1

Y2

Y3

Y4

Support of Land
& Spatial Info.
DB

136

17

153

153

153

Support of Land Info
Sys. Development

584

34

618

618

618

Support of Data
Center and Infra

409

86

573

573

573

Support ofCapacity Building

276

16

293

293

293

51

51

51

51

204

1,687

1,687

1,687

78

Support for local
staff
Total

1,405

78

2.7.PMU
2.7.1.Standard[Table Ⅶ-31] PMU operating cost calculation standard

Cost

Category

Calculation Standard

Remarks

Labor costDirect labor

Local consultant research

Sri Lanka average salary per
filed/skill

Directcost

Car rental, domestic travel
cost

Local research

2.7.2.Yearly cost
[Table Ⅶ-32] O&M Support Costs by Year Standards

Item

EDCF
Foreign Currency
Local
EDCF
3rd Currency Total
Korea
Country

GoSL

Y1

Y2

Y3

Y4

Total

1) Labor cost

410

102

102

103

103

410

2) Direct cost

270

67

67

68

68

270

Total

680

169

169

171

171

680

436

Ⅶ. Project Cost Estimation

2.8.Taxes and Public Utilities’ Charge

Based on the Sri Lankan Tax regulations, the tax occurred from the implementation of for t
he land information system project has been estimated with the direct cost of the total EDC
F project cost, excluding labor costs.



The taxes and public utilities were calculated as follows: Value Added Tax (VAT) of 15%;
Port and Air Port Development Levy (PAl) of 7.5%; and Nation Building Tax (NBT).



Customs duties are calculated based on the HS Item Classification Table of 2012 (HS2012).
Duties are differentially applied according to 6,965 item categories (8 digits). Approximatel
y 50% of them are subject to no duties (0%), which makes up the largest portion, followedby customs duty rate of 30% at 23% and customs duty rate of 15% at 20%.



Therefore, the project will apply an average tariff of 10.3% based on the WTO Trade Policy Review (TPR-347, Sept. 27, 2016).

[Table Ⅶ-33] Details of the Taxes and Duties

Item

Estimation Basis

Cost

Equipment Cost of
EDCF(Unit : USD)
Remarks

12,304,000

VAT

15% of EDCF Equipment Cost

1,845000

PAL

7.5% of EDCF Equipment Cost

923,000

NBT
Custom Duties

2.03% of EDCF Equipment
Cost
10.3% of EDCF Equipment
Cost

250,000

Taxes and duties (including
VATs, levies, etc.) arising under
Sri Lanka's internal laws andregulations are tax exempt.

1,267000

Total

4,285,000

2.9.Contingency
Contingency is a budget allocated to prepare for an increase in the project costs due to a difference in the cost between the time the project budget was calculated and the time at whi
ch the project is executed. It is comprised of physical contingency and price contingency.

2.9.1.Physical Contingency
Physical contingency is the contingency allocated for potential changes in the quantity result
ing from project materialization (working design), specification change, design change in project execution period, etc.

Physical contingency is set at 5% of the direct cost in accordance with the EDCF Continge
ncy Calculation Criteria (November 22, 2011.)

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Sri Lanka LAS & LISS Project F/S Service

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Ⅶ. Project Cost Estimation

2.9.2.Price Contingency
Price contingency is allocated in preparation for a potential increase in project costs due to
unexpected price fluctuations such as inflation and exchange rate fluctuations.



The average CPI (Consumer Price Index) over the last three years and the inflation expecte
d during the 12 months of preparation for the project and 36 months of project implementat
ion were considered.

‒ Preparations for the project: 12 months‒ Project implementation: 36 months
Source: International Monetary Fund, World Economic Outlook Database, April 2019

[Table Ⅶ-33] Average Inflation (2016~2018)

Category

2016

2017

2018

Average inflation

World average

2.76%

3.20%

3.64%

3.20%

Sri Lanka

3.99%

6.58%

4.27%

4.95%

Republic of Korea

0.97%

1.94%

1.48%

1.47%

[Table Ⅶ-34] Average Inflation Projections (2020~2023)

Category

2020

2021

2022

2023

Average inflation

World average

3.20%

6.50%

9.91%

13.43%

6.61%

Sri Lanka

4.95%

10.15%

15.60%

21.32%

10.40%

Republic of Korea

1.47%

2.96%

4.48%

6.01%

2.98%

Source: International Monetary Fund, World Economic Outlook Database, April 2019439

Sri Lanka LAS & LISS Project F/S Service

2.9.3.Calculation of Contingency[Table Ⅶ-35] Calculation of Contingency(Unit: USD)
EDCF
Item

Foreign Currency
Portion

Local
Currency
Portion

EDCF
Total

GOSL
/SDSL

Total

Korea

3rd
Countries

Physicalcontingency

1,035,000

485,000

913,000

2,433,000

2,433,000

Price contingency

648,000

807,000

2,246,000

3,701,000

3,701,000

Total

1,683,000

1,292,000

3,159,000

6,134,000

6,134,000

2.10.Loan Handling FeeSri Lanka belongs to Group III of the Upper Middle Level based on income level, according to the World Bank. Accordingly, 0.1% of the sum of the direct cost and contingency of t
he EDCG project and contingency was reflected as the loan handling fee.

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Ⅷ. Project Feasibility Analysis

Ⅷ. Project Feasibility Analysis
1.Policy Feasibility Analysis
1.1.Policy Feasibility Analysis


The Policy feasibility analysis of the Sri Lanka land information system construction project
shall apply the policy evaluation criteria of the 「Standard Guidelines for Conducting Preliminary Feasibility Studies for Overseas Projects in Public institutions. (2013), Korea Develo
pment Institute」.

‒ First, the evaluation of the conformity with the national policy and higher-level plans‒ Secondly, evaluate the willingness and preferences of the recipient countries for their projects.
‒ Thirdly, the necessity of projects based on national policy and willingness to promote projects.
‒ Lastly, the risk factors predicted in the project implementation are analyzed for policy feasibility
evaluation.
[ Table Ⅷ-1] Policy Evaluation Criteria

Evaluation Criteria

Details

Consistency with National ­ Review consistency with national institutions and policy directives
Policies and Relevant­ Evaluate whether the project appropriately reflects the upper level plans orUpper Level Plans
other relevant plans
Project Willingness andPreference
Project Necessity­ Evaluate attitude and willingness of project conducted by managing department
and overseas business related departments­ Determine specificity, personnel, resource input of project1.1.1.Consistency with National Policy and Higher-Level Plans

Sri Lanka has established and implemented a policy to introduce e-Government projects andprepare them to provide interactive services to government departments and the public by
2020. For this, 'Re-engineering Government' is selected as the top priority and concentrated
support.



The Provincial Land Management System (PLMS) is selected from 30 major tasks for re-engineering government, and the national policy that emphasizes the importance of land mana
gement is in progress.



In addition, as part of the government's business improvement, the Vision 2025, a national
development plan, was established to promote ICT technology for national land management.



Fiscal consolidation through land reform is a primary means of strengthening the macro-bor

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Sri Lanka LAS & LISS Project F/S Service

der framework and is a priority for Sri Lankan national policy and planning.


Sri Lanka intends to activate land transactions based on clear land information and secure national financial soundness, such as securing tax revenues based on transparent land transact
ions.



In addition, the main task is to revitalize the secondary economy and strengthen administrat
ive capacity to support it through land registration and transparent land transactions.

[ Figure Ⅷ-1 ] Consistency With National PolicThe Sri Lankan government seeks to achieve a macroeconomic framework by focusing on t
he modernization of land data, management of land-related administrative tasks, consistency
with national spatial information, and the joint utilization of land-related information. For t
his purpose, the land information system is to be established first through foreign investment or loans.

This policy foundation is based on the Spatial Information System for the administrative ca
pacity of the Sri Lankan government, and is promoting “decision making and sustainable development through effective use of spatial information”.



SLSDI is being promoted as a national core project to enhance the value of spatial informat
ion in the whole society through raising awareness of spatial information technology, capaci
ty building, research and innovation.



The activation of land transactions in the social and economic aspects and the achievementof the macroeconomic framework at the policy level establishes the policy direction to deve
lop into national services reflecting the direction of ICT development based on land informa
tion and national land information.



Therefore, the land and national spatial information system based on land information of Sri
Lanka is becoming a major national project beyond the social, economic, and policy dimensions, and will play a role as a medium for stimulating Sri Lanka's next-generation econom

442

Ⅷ. Project Feasibility Analysis

y.

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Sri Lanka LAS & LISS Project F/S Service
This project provides “computerization of land data” and “land administration business unifi
cation system” and establishes a joint utilization system of land information. Therefore, This
project is not only compatible with Sri Lanka's national development plan, but also with the relevant plans in each sector. It is in line with e-Government architecture, because the La
nd Information System (LAS & LISS) of SDSL, which is established through the project, provides service to governments and citizens using internal land information through a single
portal and makes government services as efficient, convenient and friendly.

In addition, it is consistent with the policy stance on the establishment of the information in
frastructure, environment development, ICT human resource development, and government
modernization, which are the core strategies of ICTA, through the expansion of the appropri
ate curriculum and the capacity building of professional manpower.

1.1.2.Project Willingness and Preference

As part of the national development plan, Sri Lanka is focusing on improving the efficiencyof administrative work by improving the work on land registration rates.

More than two-thirds of Sri Lanka's land is nationally managed. Therefore, in order to pro
mote secondary economic growth through private land, such as national land development b
y private capital, land registration is induced along with private transfer of state-owned land.
However, land registration rate is very low at around 5%, so improvement is needed.



Although the Ministry of Land and Parliament Reform has implemented a new land certificate issuance system through the Bim Saviya Programme, it has not been able to maintain the intention of implementing the system because internal and subsidiary business systems are
not systematically established.



Sri Lanka has a strong commitment to build “Sri Lanka Land Information System” to achieve e-Government and Vision 2025 are based on pre-emotive computerization of land inform
ation such as the current land use status as well as the systematic system for improving land registration rate. It includes shortening of process time and joint use of related agencies for land information



The firm commitment to building Sri Lanka's land information system can be confirmed by
MoLPR's diversified efforts to proceed as soon as possible with the help of Korea and theworld's advanced countries (US, etc.).



Since 2016, the land information system construction project proposed by Trimble of the U
nited States has been proactive in pursuing the central government level, which can be conf
irmed as the first priority system that best matches the Sri Lankan national development plan.

Trimble's land information system construction project in the United States is planned to pr
ovide Sri Lanka land information by foreign engineers while providing large-scale equipmen
t. The project raised questions about the role of Sri Lankan surveying engineers.

444

Ⅷ. Project Feasibility AnalysisIn addition, the Survey Council, which protects the rights of Sri Lanka's surveying engineers, caused a backlash, which caused severe backlash due to the inability to localize Sri Lanka based on technical support. It was the opportunity to confirm the strong will and preferen
ce of “localization”.



Sri Lanka's land information system is being promoted by the strong commitment of MoLP
R, the relevant agencies and the surveying agencies responsible for practical responsibility.
Ongoing consultations.



Also, the project provides computerization of existing land information, land administration
system, land information sharing system, and related infrastructure. It is composed not onlyby the participation of Korean technicians but also by localization by improving technology
of local engineers in Sri Lanka. In addition to Survey Department of Sri Lanka, Ministry of Lands Parliamentary reforms and Municipal Councils also give preference to projects.



Therefore, the Sri Lanka government hopes that the establishment project of Sir Lanka land
information system through Korea's EDCF will be launched sooner (They hope to launch it in 2020), and Sri Lankan related ministries are actively paying attention and efforts, whichmakes it highly feasible in terms of the willingness and preference of Sir Lanka.

[ Figure

Ⅷ -2 ] Evaluation on Project Necessity

1.1.3.Project NecessityThis project has strong willingness and preferences from recipient agencies and related ministries, based on the coherence in Sri Lanka's policy, and this necessity can be derived basedon the relationship between the present status survey and the target project.

This project implies the necessity to achieve the following core values:① Seamlessly construct land information② Raise the efficiency of land administration through land information

445

Sri Lanka LAS & LISS Project F/S Service③ Enable joint use of land information④ Re-engineering Government through joint use of land information⑤ Promote land transactions through land information⑥ Innovate land value through the promotion of land transactions⑦ Strengthen the competitiveness of Sri Lanka on the international stage through land
value innovation

2.Analysis of adequacy of Project Target
2.1.Appropriateness of Project ScopeThis project is a Sri Lanka land information system construction project, "Administrative Su
pport System for Land Registration", "Management System of Related Data for Land Regist
ration", "Integrated System for Continuously Updating Land-related Data", and "Shared syst
em that can use land information jointly by institution and local government" is the core.

In addition, it includes computerization of existing survey plans, 50cm satellite orthoimage
production for the nationwide of Sri Lanka, and additional CORS Network installation for smooth DB construction of land information.



In order to facilitate the administrative use and sustainable development of land information
system, it is divided into database and system sectors, and includes essential elements, andhas a foundation for continuous development through pre-emptive system establishment.



In terms of data acquisition and management of land information, it is possible to shorten t
he survey time for land registration by computerizing existing survey plans throughout Sri
Lanka. In addition, by using 50cm satellite orthoimage to join each survey plan into a unifi
ed coordinate system, it lays the foundation for preemptively building the necessary graphic
cadaster.



By expanding the CORS Network, which is only piloted in Western Province, throughout S
ri Lanka, it is possible to lay the groundwork for universal use of new technologies for land surveying, and save time and costs for acquiring various spatial information such as land
survey.



In terms of the system that manages and utilizes land information, the on-line system is intr
oduced from the land information acquisition stage, and it includes a function of smoothly linking internal and external tasks. In addition, it is configured to enable real-time business c
onnection in the acquisition and management of land information.



The system of land registration process by Bim Saviya Program is systemized so that the stages of off-line administrative processing are on-line to maximize the efficiency of administ
rative tasks and to obtain the effect of improving government tasks in terms of public servi
ce.

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Ⅷ. Project Feasibility Analysis


A land information sharing system will be established to enable local governments as well
as related organizations that use land information to secure systemicity of land-related workfrom the central government to local governments.

447

Sri Lanka LAS & LISS Project F/S ServiceIn order to maximize the linkage of these tasks, the space DB by UAV aerial photogramme
try is constructed for 24 major local governments, which is configured to satisfy the purpos
e of this project at the national level.

Therefore, the data construction and system development sectors of this project should be the first priority under the policy of Sri Lanka. In addition, it has a business scope considering the continuous development of Sri Lanka land information system, so that both its effecti
veness and sustainability are satisfied.

2.2.Appropriateness of Area Targeted for ProjectIn the data construction section of this project, target areas are defined by four major projects.

First, the computerized area of the Old Survey Plans covers 82,303 sheets included in “Wh
ole Sri Lanka”.



The Old Survey Plans consists of a total of 3,275,622 parcels, and because the 50cm satelli
te orthoimage is used for geo-referencing the Old Survey Plans, it is composed of computerized volumes for each parcel within the project period.

The second part is the 50cm satellite orthoimage production for the geo-referencing of the existing survey plans.

Considering the characteristics of satellite image acquisition, it is possible to acquire 50cm
satellite images and produce orthoimages within one year for all Sri Lanka.

The third is to expand the CORS Network, which is only piloted in the Western Province r
egion, to nationwide of Sri Lanka, with 32 additional CORS installations.

When installing CORS Network for the first time, long time data acquisition and data processing is required to obtain precision coordinates, but six CORS Networks are already in ope
ration in Sri Lanka. When 32 additional GNSS Stations are installed, the time required for
determining precise coordinates by connecting with the existing network can be greatly redu
ced. Therefore, 32 additional CORS installations, accurate coordinates acquisition, and VRS
services available within one year.

The addition and installation of 32 CORS Networks are expected to be highly usable and s
ustainable, and the selection of project areas for the entire Sri Lanka is very appropriate.



Fourth, UAV aerial photogrammetry, data processing, and spatial DB construction based on
UAV orthoimages for 24 major MCs are targeted at a total of 708.02㎢, which is considered to be a very important project for sharing land and spatial information.



The area of the covered area is 708.02㎢, which covers a rather large area. However, if fix
ed-wing UAV is used, it can be carried out within the project period.

448

Ⅷ. Project Feasibility AnalysisIn addition, it is configured to enhance the utility of the work by inputting not only Korean
engineers but also local engineers for UAV survey. As a result of reviewing the UAV surv
ey plan, it is considered that the plan will minimize the accessibility and mobility of the targe
t area

On-site complementary surveys of parcel boundary, building boundary and street boundary
points, which are not extracted from UAV orthoimages, are planned after CORS installation
and VRS services are available throughout Sri Lanka. Since the on-site complementary sur
vey is composed of connected surveys using UAV orthoimages, the time required for the on-site complementary survey is not expected to be large.

Therefore, UAV survey and on-site complementary survey for 708.02㎢ of 24 major MCs can be carried out within the project period, and the target area is appropriately composed.



1 data center, 1 backup center, and environment and facility improvement of 25 district sur
vey offices are designed to satisfy both the current work process and the future work load.
The 25 district survey offices cover the whole of Sri Lanka, centered on the location of thedata center, so the coverage and area are appropriately organized.

The expansion of the network environment for 84 divisional survey offices under 25 district
survey offices maximizes practical work efficiency, which is considered to be appropriate.

3.Technical Feasibility Analysis
3.1.Applied TechnologyThis project is a key informatization project for land information management in Sri Lanka
that is centered on building integrated technology such as database construction technology
for effectively building land information, system development and operation technology for
efficiently managing land information, and communication network and related infrastructuretechnology. Each element technology must interact with each other in an organic manner.



Accordingly, for the purpose of technical feasibility analysis, the feasibility was verified byanalyzing the effectiveness of the application of the proposed core technologies based on m
arket maturity and ease of implementation in relation to each core technology.



Through this analysis, it is analyzed whether the technology applied to the project is a limit
ed technology or a technology that is difficult to apply. The project identifies whether the technologies can be localized in Sri Lanka.

3.1.1.Technology for Land and Spatial Information DBDatabase construction technology can be classified into core technology associated with thecomputerization of old survey plans and spatial information database construction technolog

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Sri Lanka LAS & LISS Project F/S Service

y for the 24 municipal councils (MCs).

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Ⅷ. Project Feasibility Analysis


The core technology concerning computerization of old survey plans is 50cm satellite image
production technology for geo-referencing the scanned survey plans based on a unified coo
rdinate system, the technology of reference point extraction for geo-referencing from satellit
e images, technology for digitizing parcel boundaries on geometrically corrected drawings, a
nd spatial database construction technology.



The core technologies concerned in the construction of spatial databases for the 24 MCs are
categorized into UAV survey technology, On-Site complementary survey technology, and s
patial database construction technology. UAV survey technology includes flight planning, U
AV flight and sensor data acquisition technology, image processing technology, and technol
ogy for extracting boundaries of parcels (incl. buildings and streets) using UAV orthoimages.

Core technologies for the additional installation of CORS Network that can promote univers
alization of GPS survey technology throughout Sri Lanka are categorized into VRS corrected data generation technology and VRS survey technology.

[Table Ⅷ-2] Technology for Land and Spatial Information DB

Target projectComputerization of old
survey plans

Construction of spatial
database for each of
the 24 MCs

Additional installation
for CORS Network

Element technology

Market maturity

Ease ofimplementation

50cm satellite orthoimage
production technology

Completion(Specialized) Stage

Specialized (Average)

Reference point extraction
technology for geo-referencing
based on satellite orthoimages

Completion (Mature)
Stage

Universalized (Easy)

Parcel boundary digitizing
technology

Completion (Mature)
Stage

Universalized (Easy)

Spatial database construction
technology

Completion(Specialized) Stage

Specialized (Easy)

UAV flight planningtechnology

Completion(Specialized) Stage

Specialized (Average)

UAV flight and sensor dataacquisition technology

Completion(Specialized) Stage

Specialized (Average)

UAV image processing
technology

Completion(Specialized) Stage

Specialized (Average)

Parcel (building & street)boundary extraction
technology

Completion (Mature)
Stage

Universalized (Easy)

On-Site complementary survey
technology

Completion(Specialized) Stage

Specialized (Easy)

Spatial database construction
technology

Completion(Specialized) Stage

Specialized (Easy)

VRS corrected data application
technology

Completion(Specialized) Stage

Specialized (Easy)

VRS survey technology

Completion (Mature)
Stage

Specialized (Easy)

451

Sri Lanka LAS & LISS Project F/S ServiceTechnology for LIS construction

The development of land information systems is based on the development of open source
programs to minimize dissemination and maintenance costs. Globally, open source-based GI
S systems have been proven to be technically stable and are used in many sites, and web
GIS system components based on open source-based GeoServer, Open Layers, Apache, andTomcat are interoperable with existing systems and it was confirmed that there is no probl
em in compatibility, and it meets the system requirements for continuous and stable mainte
nance by applying the open source based solution, not Sri Lanka's exclusive licenseThe map editing program is developed based on the standalone method using GDAL/OGR,
GeoTools library, and the map inquiry program is developed based on the Web GIS method using GeoServer, Open Layers.

The field survey system is a mobile system developed in the Android method based on theJava programming language.

The database that will be applied is the Oracle database which is efficient when it comes tolooking up large amounts of spatial information and has a stable connection with the existi
ng database of SDSL.



Agile methodology will be applied to development in consideration of the fact that the proj
ect involves developing systems in remote areas.

[Table Ⅷ-3] System Construction Technology

Category

SystemElement technology

Development
languageStand-alone
methodCadastral management system
Surveying results preparation
systemSurveying inspection system

GDAL/OGR
GeoTools

C#
JAVA

Web method

Land registration system
Document management system
Surveying application
information management
systemLand information inquirysystemManagement system
Channel system
Land Information Service
SystemGeoServer
Open Layers
ApacheTomcatJAVAJSPJavaScript

MobileField surveying system

Android softwaredevelopment kit
(SDK)

JAVA

452

Ⅷ. Project Feasibility Analysis

3.1.2.Data Center and Infrastructure Construction Technology

The technical standards for data centers and infrastructure are refer to the Telecommunication Industry Association's (TIA-942) Data Center Standards Overview (TIA-942) and apply technical details which is met with User’s Needs and site conditions.



The categories are divided into high availability, operational flexibility, and reliability accor
ding to the equipment conditions such as composition and application in relation to the following items and they are categorized into four levels:‒ Network architecture‒ Electrical design‒ File save, backup and storage‒ System redundancy‒ Network access control and security‒ Database management‒ Web hosting‒ Application program hosting‒ Content distribution‒ Environmental management‒ Protection against physical hazards (fire, flood, or storm)‒ Power management
The highest class (Tier Level 4) requires dual power units for the IT equipment as well as
cooling units.



Similar classification criteria include four tier definitions of the Uptime Institute, with eachlevel having the following requirements:‒ Tier Ⅰ: 99.671% uptime (availability) and up to 1,729 minutes of downtime per year due tolack of redundancy‒ Tier Ⅱ: 99.741% uptime and 1,361 minutes of downtime per year as a result of partial
redundancy in key equipment‒ Tier Ⅲ: Need to add more data paths, have redundant equipment and supply redundant power toall IT equipment (uptime: 99.982%, annual downtime: 95 minutes)‒ Tier Ⅳ: All cooling equipment uses independent redundant power; 99.995% uptime with lessthan 26 minutes of downtime per year with the addition of fault tolerance.


The technology reviewed and applied to build Sri Lanka land information system applies th
e following requirements of the data center standard (TIA-942).

‒ Stage 3: Redundancy of power and cooling facilities (uninterruptible power supply).
‒ Stage 4: Operational Room, Information Security Technology, Security Facility, Backbone andNetwork Redundancy, Virtualized Server Technology

453

Sri Lanka LAS & LISS Project F/S Service

In addition to this, there is a technology introduced to improve the work environment of the local offices, but instead of applying the latest technology, compatibility was chosen as the focus in the feasibility study for integration and optimization with the government networ
k that is currently in operation and being monitored.

[Table Ⅷ-4] Data Center and Infrastructure Construction Technology

Target project

Data Center(Main & Backup)

Element technology

Market maturity

Ease ofimplementation

Network construction technology

Completion (Mature)
Stage

Specialized (Easy)

Server virtualization technology
DR (Disaster Recovery)
Storage Area Network
Intrusion detection technology

Information Security
SystemIntrusion prevention technology
History inquiry technology

Data Center
Environment
Development

Power supply
Temperature and humidity control

Completion(Specialized) Stage
Completion(Specialized) Stage
Completion(Specialized) Stage
Completion(Specialized) Stage
Completion(Specialized) Stage
Completion(Specialized) Stage
Completion (Mature)Stage
Completion (Mature)
Stage

Specialized (Average)
Specialized (Average)
Specialized (Easy)
Specialized (Average)
Specialized (Average)
Specialized (Average)
Universalized (Easy)
Universalized (Easy)

3.2.Appropriateness of the Applied Technology

Based on the maturity of the Korean market and the ease of implementation of each core element technology, the effectiveness of the technology in relation to the amount of investme
nt and the possibility of localizing the technology were analyzed.

The effectiveness of the technology against investment was analyzed based on whether it w
ould be possible to achieve the target/goal within the project period using technology in que
stion and how cost-effective it is compared to other technologies.



The possibility of localization was analyzed based on the technical difficulty of the technolo
gy and the competency level of the Sri Lankan staff. The appropriateness of applying the technology in question was then assessed by determining whether it could continually be appl
ied to the land information processes in Sri Lanka.

To determine whether the technology is suitable for achieving the goal within the project pr
omotion period, the appropriateness of the technology is judged by analyzing the effect of t
he application on the project period and the completeness according to the goal achievement.



In addition, based on the requirements of the project implementation agency, the appropriate

454

Ⅷ. Project Feasibility Analysis

technology is analyzed to meet the requirements, and the comprehensive application technology is judged as appropriate.

3.3.Construction of Land and Spatial Information DBThe technologies applied to the database construction are divided into technologies related to the production of 50cm satellite orthoimages, technologies related to the computerization of existing sur
vey plans, technologies related to the construction of spatial DBs for 24 major MCs, and technolo
gies related to CORS installation. Appropriateness of technology analyzes market maturity, ease of
implementation, investment effectiveness and localization of core technologies included in each pr
ocess.

[ Table Ⅷ-5] Construction Technology for Land and Spatial Information DB Construction◎ Very high,Targetproject

Element technology

50cm satellite orthoimage production
technolog
Reference point extraction
technology for georeferencing
based on satellite
Computeriorthoimages
zation ofold survey
Parcel boundary digitizing
plantechnology
Spatial database construction
technology
UAV flight planningtechnology
UAV flight and sensor dataacquisition technology
Constructi
UAV image processing
on oftechnology
spatialParcel (building & street)
databaseboundary extractionfortechnology
24MCs
On-Site Complementary
Survey technology
Spatial database construction
technology
Additional
VRS corrected data
installatio
application technology
n for
CORS
VRS survey technology
Network○ High,△ Average,

Investment
effectivenessAttained by theCost
end ofaspecttheperiodPossibility of
localization

MarketmaturityEase ofimplementation

◎

○

◎

◎

○

◎

× Low

Appropriateness

Ease oflocaliza
tion

Local
compet
ency

◎

×

×

○

◎

◎

○

△

○

◎

◎

◎

○

○

◎

◎

○

◎

◎

△

△

○

○

○

○

○

○

△

○

○

○

○

○

△

×

○

○

○

○

○

△

×

○

◎

◎

◎

◎

○

○

◎

○

○

△

△

○

△

○

◎

○

◎

◎

△

△

○

◎

△

◎

◎

△

×

○

◎

◎

◎

◎

◎

○

◎

455

Sri Lanka LAS & LISS Project F/S ServiceThe 50cm satellite orthoimage production technology utilizes the universal technology of the completion stage, which has high market maturity and ease of technology. In addition, it takes abo
ut 8 months to produce 50cm satellite ortho images throughout Sri Lanka, and it is a very appr
opriate technology because it has superior time and cost competitiveness compared to aerial surveys.



In computerizing existing survey plans, the technique of extracting the ground coordinates of the reference point for geometric correction from the 50cm satellite orthoimage is to utilize the universal technology of the completion stage. In addition, it is more suitable for achie
ving business goals and requirements with more effective technology in terms of time and c
ost than acquiring reference point coordinates by local survey.

The spatial database construction by UAV survey is a universal, specialized and mature tec
hnology in the Korean market. The appropriateness of applying the UAV survey technologyof Korea to build a spatial database for the MCs in Sri Lanka was found to be high. The
maturity and competency in relation to Sri Lanka’s local UAV survey technology are inade
quate, but in case of pursuing capacity building in an ongoing manner during the project pe
riod, the technology will have very high utility in Sri Lanka as a sustainable survey technology.

‒ In Korea, the "Regulation of Public Survey Work using UAV" has been redefined and is used forlarge scale mapping, image mapping, and 3D spatial information construction.
‒ In addition, there is an institutional basis for using UAV observation data in special laws andcadastral surveys on cadastral reinvestigation projects, and UAV is used in related projects.


VRS correction data application technology and VRS survey technology based on additional
CORS installation have been piloted and operated by 6 orders of CORS in Sri Lanka. It isa very useful technology in terms of cost-effectiveness by ensuring the ease of operation and compatibility by extending the existing CORS equipment and systems nationwide.

3.3.1.Land Information System
The LAS required by the recipient country is an online system linked with the central government, the SDSL, and the local government. The LISS is a public service system that canbe accessed by the general public in wherever and whenever. Base on those concept, it is reasonable to construct a web system that can be distributed to all users by updating the server

For the management of the uncertainty of requirements due to the characteristics of systemdevelopment developed remotely, development of priority functions required by recipient co
untries, and frequent communication to meet the requirements of recipient countries as wellas increase the productivity of development teams, agile development methodology is appr
opriate to complete the final product in a timely manner

The web GIS system currently used in Sri Lanka was developed using Java and XML as development tools based on open source-based GeoServer, Open Layers, Apache, and Tomcat. Therefore, it will unlikely have any compatibility problems when it comes being incorporated into the development environment of the software solution that is set to be developed.

456

Ⅷ. Project Feasibility Analysis


There are no technical constraints concerning new development and interoperability from thr
ee aspects: technical maturity, ease of implementation, and technical relevance. It has also b
een confirmed that there are no technical problems when it comes to, trend conformity, andinteroperability among systems for the applied technology

457

Sri Lanka LAS & LISS Project F/S Service[ Table Ⅷ-6 ] System Construction Technology◎ Very high,
Ease
of
imple
menta
tion

○ High,△ Average,

Investment
effectivenessAttained
bythe
Cost
endof
aspecttheperiodPossibilityof
localization

Category

Element technologyMarketmaturityStandalone
systemGDAL/OGR

○

○

○

○

GeoTools○○○

GeoServer◎◎

Open Layers◎

Apache, Tomcat

Android software development kit(SDK), JAVA

Web
systemMobilesystem× Low

Appropriateness

Easeoflocalizati
on

Local
compete
ncy

×
×

○

○

×
×

◎

◎

△

△

○

◎

◎

◎

△

△

○

◎

◎

◎

◎

△

△

○

◎

○

○

○

△

△

○

○

3.3.2.Data Center and Infrastructure

ICT technologies for the construction of Data Centers and Infrastructure are analyzed for adequacy based on international technology trends, Sri Lanka's universality and the stability and reliability of the systems to be provided.

[ Table Ⅷ-7 ] 39 Technical Appropriateness of the ICT Setup◎ Very high,Targetproject

Data Center(Main &
Backup)Information
Security
System○ High,△ Average,

Investment
effectivenessAttained
bythe
Cost
endof
aspecttheperiodPossibilityof
localizationMarketmaturi
ty

Ease
of
imple
menta
tion

Network construction
technology
Server virtualization
technology

◎

◎

◎

○

○

DR (Disaster Recovery)○

Storage Area Network

Element technology

× Low

Appropriateness

Easeoflocalizati
on

Local
compete
ncy

◎

◎

○

◎

◎

◎

△

△

○

○

◎

◎

△

△

○

◎

◎

◎

◎

○

△

◎

Intrusion detection technology

○

○

○

○

○

△

○

Intrusion prevention
technology

○

○

○

○

○

×

○

History inquiry technology

△

○

○

○

○

×

○

458

Ⅷ. Project Feasibility Analysis

Data Center
Environment
DevelopmentPower supply

◎

◎

◎

◎

◎

◎

◎

Temperature and humidity
control

◎

◎

◎

◎

◎

◎

◎

The technologies applied to the data center construction for the Sri Lankan land information
system are as follows.

‒ Backbone and Network Redundancy‒ Data Storage Facilities (Disk Array & Virtual Tape Library)‒ WAS / WEB Server and Virtualization Technology‒ Information Security Technology,‒ Security facilities‒ Operational Room for O&M
Improved operational reliability of the system by changing the existing single-entry opticalcable into redundancy and redundant network facilities such as backbone and L4 / L7 switc
h and information security facilities.



Secure operational continuity by configuring hot sites through periodic data synchronization
between the main and backup data centers.



Improve operational efficiency by providing adequate storage space for operating and separa
te storage of basic data.

Secure operational continuity by configuring hot sites through periodic data synchronization
between the main and backup data centers.

The synchronization cycle is conducted twice a day, including once at night time due to lo
w access to the system, and the synchronization time for day time should be adjusted to take into account the user's actual access frequency

Improve operational efficiency by providing adequate storage space for operating and separa
te storage of basic data.

‒ Storage Capacity for LAS : 300TB (Physical Usage 157.74 TB, 30% Spare and 40% for RAID
configuration)‒ Storage Capacity for LISS : 100TB (Physical Usage 49.99 TB, 30% Spare and 40% for RAID
configuration)‒ Storage Capacity for Basic information : 200TB (Physical Usage 104.58 TB30% Spare and 40%
for RAID configuration)

In order to prevent the emergency situation with power supply and ensure operational conti
nuity, Constant power and emergency power (40KW Generator with fuel tank for 1 day op
eration) are considered. And ATS & UPS(50 KVA, 30 minutes backup time for emergency
power change) would be provided to use during the automatic transfer from constant Powerto Generator power.

459

Sri Lanka LAS & LISS Project F/S ServiceThe bandwidth increase at the District Survey Office will be applied in accordance with
LGII’s Bandwidth Change Policy Based on Usage, a subsidiary of ICTA.

460

Ⅷ. Project Feasibility Analysis


The introduction of LGN 2.0 at the Divisional Survey Office has been planned in LGII's
government network expansion plan, but it is unclear when it will be conducted for the
lower level organization. Therefore it has agreed to accelerate the implementation timeby supplying hardware in the project, based on the discussion with the relevant organization (LGII).

The construction of optical cables and supplement of network connectivity for divisional
survey office had been discussed with SLT, the government network operator.

In accordance with the above, the technology was applied in a way that could take into acc
ount the requirements of the surveying authority, which is the operator of the Sri Lanka land information system, and secure stability and reliability.

4.Analysis of the Appropriateness of the Project Costs
4.1.Project Cost Composition
When the cost of Sri Lanka LIS project is categorized into seven major classifications, andthe costs can be divided according to the source of the financial resources: the Republic ofKorea, a third country, and the recipient country, Sri Lanka.

The total project cost is estimated at USD 60,330,000, with a direct project cost of USD 49,
857,000. Contingency and taxes are estimated to be USD 10,473,000.

[ Table Ⅷ-8 ] Project Cost Composition

Area

Project cost (1,000

Construction of Land and Spatial Information DB

26,26343.54%

LIS construction

8,540

14.16%

Data center and infrastructure construction

6,370

10.56%

Capacity building

1,947

3.23%

Consulting

4,370

7.25%

O&M support

1,687

2.80%

PMU

680

1.13%

Total direct cost

49,85782.67%

Contingency and taxes

10,47317.37%

USD)

Estimated total project cost

60,330461

Rate

Remarks

Sri Lanka LAS & LISS Project F/S Service

4.2.Appropriateness of the Project Cost Calculation[ Table Ⅷ-9] Appropriateness of the Project Cost Calculation

Project

Construction ofLand and Spatial
Information DB

System (LAS &LISS)
construction

Detailed item

Remarks

Itemized unit
cost calculation
methodCalculation of the unit cost of each unit process(calculation based on manpower input and days of work per unit
process)

Direct laborcosts

Calculating direct labor costs of survey engineers
Direct labor costs = Work hours per survey engineer grade × Unit
price for labor per class per month

Labor unit
price

Application of labor cost by survey engineer grade(Korea Association of Spatial Information Surveying and Mapping)

Expense & Fee

Expense: Compliance with Korea Export-Import Bank Guidelines(110% of direct labor cost)Fee : Compliance with Korea Export-Import Bank Guidelines(40% of direct labor cost)Direct cost

Calculation as local business trip expenses according to the number ofworkers and total working days for each process(international airfares, visa fees, expenses during stay, vehicle rental
fees, interpreter fees)

Direct laborcosts

Calculation of direct labor costs for the manpower used for softwaredevelopment
Direct labor costs = Work hours per developer class × Unit price forlabor per class per month

Unit price forlabor (baserate)

The unit price for labor by technician class that was applied was takenfrom the 2018 Base Rate for Software Technician issued by the Korea
Software Industry Association (KOSA).

Overhead
expenses &engineering fee

Calculate the overhead expenses and engineering fees for softwaredevelopers
Calculation of expenses = Direct labor costs × 110%
Calculation of charges = Direct labor costs × 40%

Purchase

The system performance and capacity calculation was based on A
Guideline for Hardware Sizing of Information Systems issued by the
Telecommunications Technology Association (TTA) of Korea andthe monthly price data (Korea Price Research Center),37 manufacturer
quotations and market prices were examined to obtain the basis forthe calculation

Labor costs

Direct labor costs: Calculated based on the average wages of Korean
software technicians and the results of a wages survey on engineeringfirms (2018) in combination with the labor costs calculated based on
the actual man hours
Indirect labor costs: Calculated based on the Korea Export-Import
Bank guidelines by applying the formula “110% of the direct laborcosts = overhead expenses” and “40% of the direct labor costs =Data center andinfrastructure
construction

37 Korea Price Research Center (KPRC, 2018

462

Ⅷ. Project Feasibility Analysis

Project

Detailed item

Remarks
engineering fees”

Travelexpenses
Installation andtransportation

IDC rental

The travel expenses incurred from dispatching engineers from Korea
to Sri Lanka were calculated based on the travel expenses
regulations38 for Korean public servants while taking into account torealistic costs
Calculated based on marine transportation

Since it occupies some of the space in the National Data Center(NDC) operated by Sri Lanka Telecom (SLT), it was calculated
based on the space usage fees (table) associated with the amountof power provided by SLT (16A dual 4 units, 32A dual 2 units) andthe cost was calculated as the amount to be borne by GoSL

4.3.Appropriateness of the Project Costs by Field
4.3.1.Land and Spatial Information DB Area

The costs that make up the area of database construction are the costs of computerization of the old survey plans, the construction of a spatial DB for the 24 major MCs, 50cm satelli
te orthoimage production, additional installation of CORS Network (32 locations), and provi
sion of computer equipment for survey and database construction.



The costs that The computerization cost of old survey plans is calculated based on the follo
wing steps: inspection of the scanned drawings; rescanning of the poorly scanned drawings;
reference point extraction and ground coordinate input for geo-referencing; geometry checkfor geo-referencing; inspection of geo-referencing results; adjacency adjustments; digitizing
work for extracting spatial data for each parcel from geo-referenced drawings; inspection ofdigitizing results; and the construction of spatial DB.

In the case of computerization of old survey plans, the project cost for each step was calcul
ated according to the work process. Local technicians are to be deployed in each stage to p
erform most of the processes, while Korean technicians are to perform inspection and adjust
ment for major processes and to produce the final outputs. Therefore, the areas in which the local technicians would be used were reviewed in depth.



As for the labor costs related to Korean technicians, the 2018 Base Rate for Surveying Tec
hnician (Korean Association of Spatial information, surveying & Mapping, KASM) was app
lied, and the market price of a local survey company was applied for the calculation of thelabor costs of local technicians.

38 2016, Payment of Overseas Travel Expenses for Korean Public Servants

463

Sri Lanka LAS & LISS Project F/S ServiceThe cost of constructing a spatial database for 24 MCs was calculated based on the followi
ng steps: UAV survey consisting of five groups based on the UAV survey plan for the 24
MCs; digitizing parcels (incl. buildings and streets) used for UAV survey results; on-site co
mplementary survey for not-confirmed points; Create and editing of the digitizing results an
d on-site complementary survey results; Investigation and inputting attribute data; and spatia
l database construction and inspection.



The cost for each process of UAV orthoimage production by UAV survey was calculated b
ased on the itemized unit cost per 10㎢ for five processes: work planning and preparation;
ground control point selection and survey; UAV flight and sensor data acquisition; UAV data processing; and final results production.

In the case of UAV survey, in addition to local capacity building training, the project cost is calculated so that local technicians can be assigned to the UAV flight and sensor data acq
uisition process as well as ground control point survey and data processing processes so that they may acquire the related skills.



As for the digitizing process which involves extracting the boundary of each parcel (incl. b
uildings and streets) from aerial orthoimages obtained by UAV survey, the cost was determi
ned so that the work would be done by local technicians. The quantity of the boundary poi
nts that cannot be identified on UAV aerial orthoimages due to obstacles was assumed to b
e 20% of the total quantity (based on the results of the 2017 LX’s self-ordered project) to
calculate the quantity for the on-site complementary survey.

The cost of the on-site complementary survey was calculated so that it would be carried ou
t by a survey team (1 advanced technician and 2 intermediate technicians) comprised of loc
al survey technicians. The cost of editing the final spatial data by combining the survey res
ults with the digitized boundary was also calculated under the assumption that it would be
performed by local technicians.

Furthermore, the cost of investigation and inputting attribute data in relation to spatial data
was also calculated based on the employment of local technicians, where the cost for proce
ss of inspecting the spatial data and attribute data and joining them through structured editi
ng was calculated by considering that it would be performed by Korean technicians in orderto produce the final outputs.

The cost of 50cm satellite orthoimage production was calculated based on the following ste
ps: procurement of KOMPSAT-3/3A satellite images; procurement of 1m-grid-interval DEM
for ortho rectification; ground control point survey for orthoimage production; data processi
ng; and tiling of the results.



New satellite imaging and supply of the entire Sri Lanka should be completed within a sho
rt time, and repeated shooting should be made in consideration of the characteristics of themarine climate.

464

Ⅷ. Project Feasibility Analysis
Considering this particularity, commercial satellites cannot apply the amount of clouds inclu
ded in satellite images as a constraint, and simply set a supply price as a cost for one shot.
Therefore, there are risks in terms of time and cost in acquiring new images of less than 1
0% of cloud volume through commercial satellites of third countries. (Considering climaticcharacteristics, it is difficult to calculate the project cost clearly because the cost of acquirin
g new images varies depending on the number of shots.)However, Korea's KOMPSAT-3/3A satellite guarantees new images with less than 10% clo
ud cover over the whole of Sri Lanka, and it is possible to acquire new satellite images thr
ough repeated shooting based on national official power.



DEM with 1m grid spacing utilizes data from Intermap's NextOne, the only commercially available DEM and DTM for the world. This is based on the Interferometric Synthetic Apert
ure Radar (IFSAT) and ICESAT data obtained in Sri Lanka. (This is a requirement of the project organization.)

Leverages commercial DEMs that supply the world's only DEM with 1m grid spacing, andcombines some DEM data (Lidar data for some regions) possessed by the Survey Departme
nt of Sri Lanka as a DEM for orthoimage production.



The KOMPSAT-3/3A satellite images of the entire territory of Sri Lanka are composed of
96 scenes based on the satellite shooting cycle and satellite orbit prediction. As for the grou
nd control point survey for ortho rectification of the satellite images, there are 6 control poi
nts for each scene for a total of 570 control points, based on which the project cost was ca
lculated, while also taking into consideration that the work would be performed by both Korean and local techniciansThe cost of satellite image data processing and the tiling process were calculated under theassumption that they would be carried out by Korean engineers working in Korea.



The cost of additional installation of CORS Network (32 locations) was calculated based on
the following processes: procurement of CORS equipment; checking local installation locati
on; inspecting local equipment; on-site installation of CORS; and test operation and inspection

The cost of purchasing CORS equipment includes the cost of installing CORS in Sri Lanka(incl. labor and material costs), five years of maintenance and repair, and one training session. The project cost was calculated so that there would be two Korean technicians dispatch
ed to Sri Lanka to check the installation location for 30 days; two Korean technicians to inspect the local equipment for 15 days; and two Korean technicians to partake in the test op
eration incl. network adjustment for 30 days.

The cost for construction of land and spatial information DB was subdivided into each cons
truction process so as to effectively respond to the fluctuation risk resulting from an increas
e/decrease in quantity.



In addition, 60.208% of the cost of database construction was allocated to the labor costs f

465

Sri Lanka LAS & LISS Project F/S Service

or Sri Lankan technicians. Thus, it is deemed to have an appropriate project cost compositi
on that reflects localization of construction technology for land and spatial information DB.

4.3.2.System Construction


As for the schedule designated for system development, the first 4 months is to be spent on
analysis and design and 20 months on system development, after which 6 months is spenton integration testing and 6 months on test operation prior to delivery of the final system.



80% of the system development work will take place in Korea. Business trip to Sri Lanka is necessary in the analysis and design phase, whereas development work will be mainly per
formed in Korea in order to reduce expenses. When it comes to system development, “where” it is developed does not have any negative consequences.



About 20% of the development work will be undertaken by local developers in Sri Lanka.
The competency to maintain and repair the system should be developed in the private secto
r in the future.



For the first month after the start of the project, a total of 16 workers for system developm
ent will be dispatched to Sri Lanka to analyze the requirements and the related tasks.



During the system development period, 10 workers for system development, on average, will be dispatched to Sri Lanka over the course of five trips to share the development results a
nd reflect the requirements in system development.



After the system is developed and unit testing is finished, 5 people will be dispatched to Sri Lanka for 6 months to perform integration testing, improve testing, and eliminate defects.



For 6 months after the integration test, a Korean technician will test operate the system forstabilization purposes and proceed with technology transfer through user and operator training.



The cost estimation method based on the function point is calculated based on the function
regardless of the technical level of the domestic developer and the local developer in the recipient country and can provide rare proof to apply benefit for Domestic developer and the
local developer. S / W is not suitable for measurement, and the project cost for system con
struction of this project is calculated by the manpower calculation

As a result of comparing the cost of manpower input and the function point method, the co
st of manpower input method is similar to the 95% of the function point method cost

4.3.3.Data Center and Infrastructure Construction

The construction of the data center and infrastructure begins with the improvement work on
the network and operating facilities of the local offices for about 3 months starting in the466

Ⅷ. Project Feasibility Analysis

second half of the second year of the construction phase, taking into consideration the datab
ase acquisition and digitization schedule, the LIS service development schedule, and the manufacturer’s warranty period. Computation system will be set up at one backup data centerand one main data center over the course of 6 months.

467

Sri Lanka LAS & LISS Project F/S Service

For the environmental improvement work for the local offices, which is expected to take 3months, the cost was calculated based on two workers, on average, working to make switchfrom a wireless environment found to have low efficiency to a wired private network andto create an environment in which the government network named LGN 2.0 can be univers
ally used at the district and divisional survey offices in 9 provinces.



The establishment of a backup data center will occur first in order to promote the transition
from the existing system, and this will take 1.5 months. It will include functional tests util
izing the infrastructure required for building the system in a short period of time by utilizin
g the existing facilities of IDC.



The cost incurred during the period of establishing and stabilizing the LIS services after setting up the computer facilities at the backup datacenter was calculated. The environmental s
etup for the main data center, which can proceed during the establishment and stabilization
the LIS services, can allow for efficient management of human resources.



After the completion of the setup, experts from each field will be dispatched to perform an
integration test on the equipment that has been set up for a period of about 5 months (2 months, 1 month, 2 months).



The cost categories for data center construction are divided into server and storage, backup,
network and security equipment, interior, and infrastructure. The cost of each field was det
ermined by requesting a Korean company to provide a quote that included labor costs. Cross-validation was performed to determine the appropriateness of the cost. A 3-year cost wascalculated by adding together the costs incurred from one year of data center construction and two years of maintenance and repair.

The labor costs and travel expenses for Korean technicians were calculated based on the av
erage wages of Korean software technicians (2018), the results of a wages survey on engine
ering firms (2018) and the monthly average unit price for labor found in the KEXIM guidel
ines.



The cost of renting the space for the backup data center was applied based on the rates pro
vided by SLT, a national telecommunications company. The 2 years’ worth of rent was tobe borne by the recipient country.

Transportation costs, installation and test costs are included on estimation cost for ICT equipments (materials), and it has been analyzed and compared the quotation from multiple man
ufacturer/product and market, in order to secure the appropriate price.

The aim of this project is to establish the Sri Lanka Land Information System (LIS) for modernizing land management in Sri Lanka.

The main objective of this project is to strengthen the land administration capacity of the government of Sri Lanka and to improve the quality of public land administration services. F
urthermore, it is aimed at enhancing transparency and equity in relation to land managemen
t and boost land-related tax revenue.

468

Ⅷ. Project Feasibility AnalysisThe goal of this project is not to generate profits, and it will be executed based on the gov
ernment budget. It is, therefore, unnecessary to analyze financial feasibility.

5.Economic Feasibility Analysis
5.1.Overview and AssumptionsIn this chapter, the economic feasibility analysis of the project in question will be performe
d using the benefit-cost analysis. For this purpose, the total benefits and total costs of the project were estimated, and the economic feasibility was analyzed based on the net present v
alue (NPV), benefit/cost ratio (B/C ratio), and internal rate of return (EIRR).

The NPV is the most widely used measure for an economic feasibility analysis. The NPV o
f a project is defined as the difference between the sum of the present value of the total ca
sh inflows and the present value of the total cash outflows. If the NPV is greater than zero,
the project is considered economically feasible.



The B/C ratio is complementary to the NPV because the NPV is affected by the scale of investment in the project. If the B/C ratio is greater than 1, the business is considered econo
mically feasible.



The EIRR or internal return rate (IRR) is the discount rate that makes the present value ofthe total cash inflows become equal to the present value of the total cash outflows. As a ba
sis for determining economic feasibility, the EIRR of the project must be greater than the social discount rate.

5.1.1.Discount Rate and Inflation Rate

Based on the Economic Feasibility Analysis Criteria for EDCF Projects, a 9% discount rate
was applied in this economic feasibility analysis.



The USD-LKR exchange rate used in this feasibility analysis was 175.43 LKR per dollar (15-day average sell rate from June 28, 2019 to July 12, 2019), and the USD-KRW exchange
rate that was applied was 1,172.55 KRW per dollar.

In this feasibility study, the inflation rate that was applied was 4.95%, and this was the average inflation rate (unit: percentage change) in Sri Lanka from 2016 to 2018, determined by
the IMF.

[Table Ⅷ-10] Inflation Rate in Sri Lanka

Country

2016

2017

2018

(Unit: %)Average

Sri Lanka

3.99%

6.58%

4.27%

4.95%

Source: IMF website (2019)469

Sri Lanka LAS & LISS Project F/S Service

5.1.2.Analysis PeriodThe project is expected to take a total of 51 months from the date on which the loan agree
ment becomes effective (assumed as January 2020 to March 2024).

The benefit-cost analysis period for information systems project is typically 5~15 years after
the system is implemented. In reference to a similar project, In reference to a similar proje
ct, it was assumed that the benefits of the information system built would last for 10 years.
Therefore, the total analysis period was 15 years, comprised of 5 years of project execution and 10 years of usage period.

The base year for economic feasibility analysis was assumed to be 2020.

[Table Ⅷ-11] Estimated Project Costs(Unit: 1,000 USD)

Item
1. Construction of land andspatial information DB
2. Development of Land
Information System
3. Data Center & Infrastructure
4. Capacity Building
5. Consulting Service
6. Operation and MaintenanceSupport
7. PMU
Direct Cost
8. Tax and Duties
9. Contingencies
10. EDCF Service Charge
Total
Percentage (%) of EDCF
Percentage (%) of Total

EDCF
Foreign Currency Portion
Local
Currency
Korea
3rd Countries Portion

EDCF
Total

GOSL

Total

5,267

5,192

15,80426,263

026,263

7,272

81

1,187

8,540

0

8,540

2,011
897
3,864

4,087
274
0

106
469
506

6,204
1,640
4,370

166
307
0

6,370
1,947
4,370

1,405

78

204

1,687

0

1,687

0
20,71601,683
54
22,45340.90%
37.22%

0
9,712
0
1,292
0
11,00420.05%
18.24%

0
18,276
03,159
021,43539.05%
35.53%

048,7040
6,134
54
54,892100.00%90.99%

680
1,153
4,285
0
0
5,438

680
49,857
4,285
6,134
54
60,3309.01%

100.00%* All taxes, duties, and levies imposed on goods and services in the democratic socialist republic of Sri Lanka
provided by the Suppliers will be exempted by the Government of Sri Lanka.

5.2. Cost Estimation
5.2.1.Project Cost

The total cost of this project was estimated at USD 60,330,000. The detailed breakdown of
the project cost estimates and the annual project costs are shown in the following tables:470

Ⅷ. Project Feasibility Analysis[Table Ⅷ-12] Project Costs by Year
(Unit: 1,000 USD)

Item

Y1

Y2

Y3

Y4

Y5

Total

AnnualProject Cost

2,304

22,72424,547

8,703

2,049

60,330Percentage(%) of Total

3.82%

37.67%

40.69%

14.43%

3.40%

100.00%5.2.2.Operating Costs

Operating costs were estimated by categorizing them into (1) labor costs, (2) maintenance costs, (3) IDC rental costs, and (4) electricity charges.

1) Labor costsThe necessary manpower and labor costs are as follows:[Table Ⅷ-13] Operating Personnel and Wages

Workforceclassification
Training

SW
Maintenance

Data Center

Role

1
1
2

Annualsalary perperson(Unit: LKR)
2,400,000
474,000
482,280

Annualsalary perperson(Unit: USD)
13,681
2,702
2,749

2

608,040

3,466

6,932

2
2
2
1
11

1,044,660
3,000,000
2,400,000
3,000,000
2,400,000

5,955
17,101
13,681
17,101
13,681

11,91034,20227,361
17,101
150,487
269,874

Number of
personnel

SW Expert
ICT Expert
Junior SW Developer
Intermediate SW
Developer
Senior SW Developer
Senior HW Expert
Junior HW Expert
Senior NW Expert
Junior NW Expert
Total

Total salary(Unit: USD)
13,681
2,702
5,4982) Maintenance Costs

Maintenance costs are further divided into (1) software maintenance costs and (2) ICT infra
structure maintenance costs for cost estimation purposes.



The maintenance rate for an information system is usually 10~15%39 of investment cost, an
d in this economic feasibility analysis, 12% was applied considering the level of difficulty in maintaining the system.

39 Korea Software Industry Association, Guide on Calculating Software Project Costs, 201

471

Sri Lanka LAS & LISS Project F/S ServiceThe specific maintenance costs are shown in the following table:[Table Ⅷ-14] Maintenance Costs

Project cost
(Unit: USD)
8,540,000
6,370,000
Total

Item
SW
ICT Infrastructure

Maintenance rate
12.00%
12.00%

Annual maintenance cost
standard (Unit: USD)
1,024,800
764,400
1,789,200

3) IDC Rental Costs

IDC rental costs were estimated based on local IDC rental costs as follows:[Table Ⅷ-15] IDC Rental Costs

System specification

Number of racks

16A × 2
32A × 2

4
2
Total

Annual rental cost per
rack (Unit: USD)
11,62818,468Annual rental cost
(Unit: USD)
46,51236,936
83,4484) Electricity Charges
The annual electricity charges were estimated based on the local electricity charges: (1) main data center electricity charges, (2) district survey offices’ electricity charges, and (3) divis
ional survey offices’ electricity charges.

The estimated annual electricity charges are as follows:[Table Ⅷ-16 ] Electricity Charges

Item
Main data center
District survey office
Divisional survey office

Annual electricity cost
per site (Unit: USD)
17,931
706
124
Total

Number of sites
1
25
84

Annual electricity cost
(Unit: USD)
17,931
17,642
10,42646,0005.3.Benefit Estimation
This project includes both measurable benefits and those that are difficult to convert into m
onetary value.

For example, this project affords transparency and efficiency in land management in Sri Lanka, thereby ultimately contributing to Sri Lanka's socioeconomic growth engines; however,this is not easy to measure quantitatively.

Thus, the following benefits that can be converted into monetary value as follows were incl
uded in the benefit analysis in this economic feasibility analysis:‒ Faster access to land information for citizens

472

Ⅷ. Project Feasibility Analysis‒ Reduced transportation costs for citizens trying to access to land information‒ Increased productivity of public servants performing land management‒ Land tax income increase

5.3.1.Faster Access to Land Information for Citizens

Currently, citizens need to personally visit the office concerned to access land information,
but they will be able to access the information online through the land information systemestablished through this project. This will save time as there is no need to make a personal
visit.

The formula for estimating this benefit is as follows:

Annual benefit from faster access to land information for citizens (n)= Number of times land registration documents are accessed a year (n)× Estimated amount of time saved by the applicant in each case× Value of the time saved by the applicant × (1+inflation rate)ⁿ,n = 1, ......, 10

The main assumptions for estimating this benefit are as follows:

The number of times land registration documents are accessed a year was estimated to be“365,000 per year.”The estimated amount of time saved by the applicant in each was estimated to be “2 days,”
including visit time and waiting time.

The value of the time saved by the applicant was calculated by first taking Sri Lanka’s minimu
m wage per day (USD 2.85) and reflecting the economic activity rate (EAR, labor force particip
ation rate, LFPR) of Sri Lanka which is 54.10% to come up with a rate of “USD 1.54 per day.”[Table Ⅷ-17] Benefit: Faster Access to Land Information for Citizens

Item
Title accessAnnual number ofaccessTime saving(Unit: Day)

65,000Transport cost saving(Unit: USD)2

5.3.2.Reduced Transportation Costs for Citizens Accessing Land Information


Not only will citizens enjoy faster access to land information, but also save on transportation costs.



The transportation cost per case for accessing the land registration document was estimated473

Sri Lanka LAS & LISS Project F/S Service

as shown in the table above, and the formula for estimating this benefit is as follows:
Annual benefit from reduced transportation cost for citizens accessing land information (n)= Number of times land registration documents are accessed a year (n)× Estimated amount of money saved (lower transportation cost) by the applicant ineach case × (1+inflation rate)ⁿ,n = 1, ......, 10

5.3.3.Increased Productivity of Public Servants Performing Land Management
The system established through this project can help improve the work productivity of public servants handling land information.

More specifically, the tasks where productivity is expected to improve are shown in the following table:[Table Ⅷ-18] Improved Productivity in Land Management

Item

Annual numberof transactions

Time saving per person- Preparations: 3 days
600 - Surveying: 1 day or longer- Office work: 1 day or longer

Field surveying (preparations~execution)

Title registration (Bim Saviya)

365,000 - 3 days or longer

Land data transfer (SDSL->Land Settlement
Department)

60,000 - 5 days or longer

Subdivision application (local authority)

5,000 - 1 day or longer

Land information modification (Title)

182,500 - 1 day or longer

The formula for estimating this benefit is as follows:

Annual benefit from increased productivity of public servants performing land management (n)= Number of land management cases handled a year (n)× Reduced time per case× Value of the time saved by the public servant × benefit reflection rate
×(1+inflation rate)ⁿ,

The additional assumptions for estimating this benefit are as follows:

The value of the time saved by the public servant performing land management official was474

Ⅷ. Project Feasibility Analysis

estimated to be USD 2.71. This was the value per hour determined based on estimated ann
ual salary of USD 5,200 for public servants in charge of land management.


Instead of reflecting the reduced processing time expected as a benefit, 5% of the reduced
processing time was reflected in order to estimate the benefits conservatively.

5.3.4.Land Tax Income IncreaseThe system established through this project can contribute to increase land tax income by p
roviding accurate land information.



The formula for estimating this benefit is as follows:

Annual land tax income increase (n)= Base annual land tax income × Tax increase rate due to the project×(1+inflation rate)ⁿ,n = 1, ......, 10

The main assumptions for estimating this benefit are as follows:

Based on tax income statistics for 2017 and 2018, base annual land tax income is estimatedat USD 22,665,680.



The increase rate due to the project is estimated at 4.6% based on the opinions of local experts.

The annual land tax income is estimated by reflecting the inflation rate.

5.4.Benefit-Cost Analysis
5.4.1.Cost and Benefit FlowThe following figure shows the cash flows of annual costs and benefits in terms of future val
e[Figure Ⅷ-1] Annual Cost and Benefit Flow (Future Value)

475

Sri Lanka LAS & LISS Project F/S Service

The following figure shows the cash flows of annual costs and benefits based on the present value. The
discount rate applied was 9%, the social discount rate.

[Figure Ⅷ-2] Annual Cost and Benefit Flow (Future Value)

The following table shows the details of the cash flows of annual costs and benefits.

[Table Ⅷ-19 ] Benefit-Cost Analysis Result(Unit: 1,000 USD)
Cost

Year

Cost*
(future)Operation(future)Total
futurevalue

Total
present value

2020
2021
2022
2023
2024
2025
2026
2027
2028
2029
2030
2031
2032
2033
2034
Total

2,304
22,727
24,547
8,703
2,049
0
0
0
0
0
0
0
0
0
0
60,330

0
0
0
0
2,193
3,068
3,220
3,380
3,547
3,722
3,906
4,099
4,302
4,515
1,185
37,1372,304
22,727
24,547
8,703
4,242
3,068
3,220
3,380
3,547
3,722
3,906
4,099
4,302
4,515
1,185
97,4672,304
20,85020,661
6,720
3,005
1,994
1,920
1,849
1,780
1,714
1,650
1,589
1,530
1,473
354
69,393

Accesstime
benefitsforpublic(future)
0
0
0
0
1,024
1,433
1,504
1,578
1,656
1,738
1,824
1,914
2,009
2,108
553
17,343

Accesstraffic
benefits(future)
0
0
0
0
871
1,218
1,279
1,342
1,408
1,478
1,551
1,628
1,708
1,793
470
14,746

Benefits
IncreasIncreasee ofof work
landefficienc
relatedytax(future)(future)
0
0
0
0
0
0
0
0
12,501
949
17,493
1,327
18,358
1,393
19,266
1,462
20,2191,534
21,2191,610
22,2691,690
23,3701,773
24,526
1,861
25,739
1,953
6,753
488
211,712
16,040Total
futurevalue

Total
present
value

0
0
0
0
14,396
21,471
22,53323,64824,81826,04527,333
28,68530,104
31,5938,265
258,89200
0
0
10,198
13,955
13,436
12,936
12,455
11,992
11,546
11,117
10,703
10,305
2,473
121,116* To calculate present values, the discount rate applied is 9%

5.4.2.Benefit-Cost Analysis Method
NPV, B/C ratio, and EIRR are three most commonly used measures for benefit-cost analysis of a project.

476

Ⅷ. Project Feasibility Analysis

1) Net Present Value (NPV)

NPV is the sum of the present value of benefits and costs for a certain amount of time.



NPV is calculated as follows:

where

Bt = benefit in year t
Ct = cost in year t
r = social discount raten = economic analysis period

NPV can be used to compare alternatives. Of the project options, the one with the highest
NPV is selected.

However, in order for a project to be absolutely feasible, its NPV must be greater than zero2) Benefit/Cost Ratio (B/C Ratio)

The B/C ratio is defined as the total present value of the benefits divided by the total present value of the costs.



The formula for calculating the B/C ratio is as follows:In order for a project to be economically feasible, its B/C ratio must be greater than 1.

3) Economic Internal Rate of Return (EIRR)

EIRR is a discount rate that makes the total present value of benefits and the total present
value of costs become equal.



EIRR is an R value satisfying is the R value that satisfies the following formula:

477

Sri Lanka LAS & LISS Project F/S Service

For a project to be economically feasible, its EIRR must be greater than the social discountrate.

5.4.3.Benefit-Cost Analysis ResultsThis project Benefit-Cost analysis results are shown in the following table:[ Table Ⅷ-20] Future Values and Present Values of Cost and Benefit

Cost

benefits

Future value

Current value

Future value

Current value

97,467,457 USD

69,392,905 USD

258,891,638 USD

121,115,894 USD

The NPV, B/C ratio and EIRR for this project are shown in the following table:[Table Ⅷ-21] Benefit-Cost Analysis Results

NPV
51,722,988 USD


B/C ratio

EIRR

1.75

21.50%

Since the NPV is greater than zero, the B/C ratio is greater than 1.0, and the EIRR is greater than the social discount rate (9%), the project is economically feasible.

5.5.Sensitivity Analysis
5.5.1.Sensitivity Analysis According to Changes in Discount RateThe discount rate in this economic feasibility analysis is assumed to be 9% based on the E
conomic Feasibility Analysis Criteria for EDCF Projects.

When the discount rate changes from 6.0% to 12.0%, the changes in the NPV and B/C rati
os are as follows:[Table Ⅷ--22] Sensitivity Analysis in Relation to Discount Rate

Discount rate
6%
7%
8%

NPV
77,231,757
67,820,181
59,351,747

478

B/C ratio
2.01
1.92
1.83

Ⅷ. Project Feasibility Analysis

Discount rate
9%
10%
11%
12%

NPV
51,722,988
44,842,902
38,631,319
33,017,508

B/C ratio
1.75
1.67
1.59
1.52



In the above table, the 12% discount rate results in the worst economic feasibility. Even inthis case, however, the NPV is greater than 0 and the B/C ratio is greater than one. Therefore, even in the worst case scenario, the project has economic feasibility.



The figure below shows the changes of NPV according to the changes of discount rate.

[Figure Ⅷ-3] NPV Changes According to Discount Rate Changes

5.5.2.Sensitivity Analysis According to Benefit and Cost Changes
The table below shows the results of sensitivity analysis when the cost is assumed to vary from -20% to + 20%.

[Table Ⅷ-23] Sensitivity Analysis in Relation to Cost

Cost change
-20%
-10%
0%
10%
+20%

NPV
65,601,569
58,662,279
51,722,988
44,783,698
37,844,407

B/C ratio
2.18
1.94
1.75
1.59
1.45

EIRR
26.96%
24.04%
21.50%
19.26%
17.26%

In this table, the worst economic case is when the cost increase 20%. However, even in this case, the NPV is greater than 0, B/C ratio is greater than 1, and EIRR is greater than soc
ial discount rate. Therefore, even in the worst case scenario, the project has economic feasi
bility.

The following figure shows the changes in the NPV according to the changes in the cost.

479

Sri Lanka LAS & LISS Project F/S Service[Figure Ⅷ-4] NPV Changes According to Cost Changes
The table below shows the results of the sensitivity analysis when the benefits vary from -2
0% to + 20%.



The worst case in this table is a 20% decline in benefits. Even in this case though, the NP
V is greater than 0, the B/C ratio is greater than 1, and EIRR is greater than social discount rate. Therefore, even in the worst case, the project has economic feasibility.

[Table Ⅷ-24] Sensitivity Analysis in Relation to Benefits

Benefit change
-20%
-10%
0%
10%
+20%


NPV
27,499,810
39,611,399
51,722,988
63,834,578
75,946,167

B/C ratio
1.40
1.57
1.75
1.92
2.09

EIRR
16.33%
19.03%
21.50%
23.79%
25.94%

The figure below shows the changes in the NPV according to the changes in the benefits.

[Figure Ⅷ-5] NPV Changes According to Benefit Changes
The table below shows the results of the sensitivity analysis when costs and benefits change
simultaneously.

In this table, the worst case is a 20% increase in costs and 20% decrease in benefits, but even t

480

Ⅷ. Project Feasibility Analysis

hen, the NPV is greater than 0, the B/C ratio is greater than 1, and EIRR is greater than social
discount rate. Therefore, even in the worst case scenario, the project has economic feasibility

The figure below shows the changes in NPV when the cost and benefit change simultaneou
sly.

[Table Ⅷ-25] Sensitivity Analysis When Benefits and Costs Change Simultaneously

Cost change: Benefitchange(+20% : -20%)(+10% : -10%)(0% : 0%)(-10% : +10%)(-20% : +20%)

NPV
13,621,229
32,672,109
51,722,988
70,773,868
89,824,748

B/C ratio

EIRR

1.16
1.43
1.75
2.13
2.62

12.28%
16.84%
21.50%
26.40%
31.70%[Figure Ⅷ-6] NPV Changes According to Cost and Benefit Changes

5.6.Summary of Economic Feasibility AnalysisAn economic feasibility analysis of the Sri Lanka LIS project was carried out based on thebenefit-cost analysis method.

The economic feasibility of the project was analyzed centering on social benefits and costs
using the net present value (NPV), benefit/cost ratio (B/C ratio), and economic internal rateof return (EIRR) and a sensitivity analysis was carried out.

The analysis period was set to be 15 years, which included 51 months as the project imple
mentation period and 10 years as the land information system operating period.



The total project cost was estimated at USD 60,330,000, of which EDCF fund was estimate
d to be USD 54,892,000 (90.99%) and Sri Lankan government’s fund USD 5,438,000 (9.01%).

Operating costs were estimated by categorizing them into labor costs, maintenance costs, ID

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C rental costs, and electricity charges.


Benefits were estimated by categorizing them into the following: (1) Faster access to land information for citizens; (2) Reduced transportation costs for citizens trying to access to land
information; (3) Increased productivity of public servants performing land management; and (4) land tax income increase.

The NPV, B/C ratio and EIRR obtained through the benefit-cost analysis are as follows:[ Table Ⅷ-26] Summary of Benefit-Cost Analysis Results

NPV
51,722,988 USD



B/C ratio
1.75

EIRR
21.50%The NPV is USD 51,722,988 and thus greater than 0; the B/C ratio is 1.75, which is greater than 1.0; and EIRR is 21.50%, which is greater than the social discount rate of 9%. Ther
efore, this project has economic feasibility.

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Ⅷ. Project Feasibility Analysis
Sensitivity analysis with respect to the changes in discount rate, cost, and benefits was also
performed. It was found that even when the discount rate changes from 6% to 12%, the project is still economically feasible based on the resulting NPV, B/C ratio, and EIRR.



The project has economic feasibility even if the costs increase by 20% or the benefits decre
ase by 20%.



Plus, the NPV, B/C ratio, and EIRR show that the project is economically feasible, even in
the worst case scenario where the costs increase by 20% and benefits decrease by 20% at
the same time. In conclusion, this project has economic feasibility.

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Ⅸ. References
1. Land Administration and Land Information System Approach in Sri Lanka, Nelson wijenayake,
Cheonghwa Chang
2. eGovenment Policies and Procedures(version 4.0), ICTA, 2015
3. Vision 2025, 2015
4. Report on the Information Strategy Plan (ISP) for the Kyrgyz Republic Integrated Land Information
Management System, KOICA, 2016.
5. INFORMATION SYSTEMS HARDWARE SIZING GUIDELINES, Korea Association of Information
and Communication Technology, 2017
6. TELECOMMUNICATIONS INFRASTRUCTURE STANDARD FOR DATA CENTERS (TIA-942-A),
Telecommunication Industry Association, 2012
7. TRENDS IN VIRTUALIZATION TECHNOLOGIES AND KEY ISSUES, Information Society
Development Institute, 2013
8. FEASIBILITY STUDY STANDARD GUIDELINE STUDIES OF ICT BUSINESS SECTOR (2nd
Edition), Korea Development Institute, 2013
9. S/W PROJECT COST ESTIMATING GUIDES, Software Industry Association, 201910. EVALUATION REPORT FOR SOVEREIGN CREDIT RATING - Korea Exim bank, 2018
11. ANNUAL REPORT, CENTRAL BANK OF SRI LANKA, 2018
12. LANKA GOVERNMENT NETWORK 2.0 BANDWIDTH UTILIZATION REPORT, Lanka
Government information infrastructure, 2018
13. NATIONAL EXPORT STRATEGY OF SRI LANKA 2018-2022, Government of Sri Lanka, 2018

This document has been supported by EDCF and conducted by Lx Consortium