Technical Assistance Consultant's Report Cambodia

Technical Assistance Consultant’s Report

This consultant’s report does not necessarily reflect the views of ADB or the Government concerned, and ADB and the Government cannot be held liable for its contents. (For project preparatory technical assistance: All the views expressed herein may not be incorporated into the proposed project’s design.

Project Number: 28338 July 2002

Cambodia: Strengthening the Maintenance Planning and Management Capabilities at the Ministry of Public Works and Transport (Financed by the Japan Special Fund)

Prepared by:

Wilbur Smith Associates

Bangkok, Thailand

For Ministry of Public Works and Transport

CAMBODIA:

Strengthening the Maintenance Planning and Management Capabilities at the Ministry of Public Works and Transport

TA No. 3257 - CAM

FFIINNAALL RREEPPOORRTT

VVOOLLUUMMEE 22

AAPPPPEENNDDIICCEESS

JJUULLYY 22000022

Funded by:

Asian Development Bank

Submitted by:

Cambodia: Strengthening Road Maintenance Planning and Management Capabilities Final Report

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TRANSMITTAL LETTER

TABLE OF CONTENTS

EXECUTIVE SUMMARY

1. INTRODUCTION

1.1. PROJECT BACKGROUND 7

1.2. PROJECT OBJECTIVES 10

1.3. THE TECHNICAL ASSISTANCE TEAM 10

1.4. OVERALL APPROACH 13

1.4.1. REPORT ORGANIZATION 13

1.4.2. TOR REFERENCE TABLE 14

1.5. PROJECT COORDINATION 16

1.6. ACKNOWLEDGMENTS 16

2. INSTITUTIONAL STRUCTURE

2.1. ORGANIZATION OF THE ROAD INFRASTRUCTURE DEPARTMENT 18

2.2. CONCEPTUAL FLOW OF PLANS AND BUDGETS 20

2.3. REGIONAL OFFICES 22

2.4. MAINTENANCE MANAGEMENT OFFICE IN MPWT 23

2.4.1. ROLES AND RESPONSIBILITIES OF THE MM OFFICE 23

2.4.2. DECENTRALIZATION 24

2.5. MAINTENANCE ORGANIZATION AT THE PPWDS 25

2.5.1. GENERAL 25

2.5.2. STAFFING 26

2.6. MAINTENANCE MANAGEMENT TRAINING 31

3. CONDITION INVENTORY SURVEYS

3.1. KANDAL PROVINCE CONDITION INVENTORY 35

3.2. KAMPONG CHAM PROVINCE CONDITION INVENTORY 37

3.3. KAMPOT PROVINCE CONDITION INVENTORY 38


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3.4. CAMBODIAN NATIONAL ROAD CONDITION INVENTORY 39

4. MAINTENANCE MANAGEMENT

4.1. MAINTENANCE GOALS, OBJECTIVES & STANDARDS 42

4.1.1. INTRODUCTION 42

4.1.2. PURPOSE 43

4.1.3. GOAL 43

4.1.4. OBJECTIVES 43

4.1.5. POLICY 44

4.1.6. PRINCIPLES 44

4.2. MAINTENANCE ACTIVITIES AND STANDARDS 45

4.2.1. MAINTENANCE ACTIVITY 45

4.2.2. QUANTITY STANDARDS 48

4.2.3. DESIRED AND PLANNED QUANTITY STANDARDS 49

4.2.4. ESTABLISHING QUANTITY STANDARDS 50

4.2.5. PROCEDURE FOR ESTABLISHING QUANTITY STANDARDS 51

4.2.6. PERFORMANCE STANDARDS 52

4.2.7. LABOR, EQUIPMENT AND MATERIAL COSTS 53

4.3. MAINTENANCE REPORTS 55

4.3.1. MAINTENANCE WORK PLANS AND BUDGETS 55

4.3.2. CREW DAY WORK SCHEDULING & REPORTING PROCEDURES 61

4.3.3. WORK SCHEDULING 63

4.3.4. WORK REPORTING 66

4.3.5. WORK REQUEST SYSTEM 69

4.3.6. THE MAINTENANCE HOTLINE 71

4.3.7. PERFORMANCE & BUDGET REPORTS 71

4.4. CONTRACTING MAINTENANCE WORK 77

4.5. MAINTENANCE WORK AGREEMENTS 80

4.6. IMPLEMENTATION OF MAINTENANCE MANAGEMENT IN ALL PROVINCES 82

4.6.1. TRANSITION PLAN 83

4.6.2. MANAGING CHANGE 83

4.6.3. TRANSITION PLAN IMPLEMENTATION PROCESS 84

4.7. MMS IMPLEMENTATION MANUAL 85

4.7.1. MAINTENANCE MANAGEMENT DOCUMENTATION 86

4.7.2. ASSET MANAGEMENT CONCEPT 86

4.7.3. MAINTENANCE MANAGEMENT OVERVIEW 87

4.7.4. PLANNING: 88

4.7.5. ORGANIZING: 89

4.7.6. DIRECTING: 89

4.7.7. CONTROLLING: 89


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5. AXLE LOAD REGULATIONS AND RECOMMENDATIONS

6. FINANCING ROADS MAINTENANCE

7. NATIONAL MULTI-YEAR MAINTENANCE PROGRAMS

7.1. MAINTENANCE COSTS 95

7.2. REHABILITATION COSTS 96

7.3. NATIONAL ROAD NETWORK REHABILITATION PROGRAM 97

7.3.1. RECOMMENDED REHABILITATION STRATEGY 98

7.3.2. ALTERNATIVE ROAD REHABILITATION STRATEGY 105

7.3.3. COMPARISON OF STRATEGIES 112

8. WORKSHOPS

8.1. WORKSHOP I: DEVELOPING MAINTENANCE GOALS AND OBJECTIVES 113

8.2. WORKSHOP II: DEVELOPMENT OF NATIONAL ROAD MAINTENANCE 114

8.3. WORKSHOP III: DEVELOPMENT OF NATIONAL MAINTENANCE MANAGEMENT 115

9. CONCLUSIONS & RECOMMENDATIONS

9.1. MAINTENANCE POLICY AND STRATEGY 116

9.2. MAINTENANCE MANAGEMENT 117

9.3. ABSORPTIVE CAPACITY 117

9.4. FINANCIAL REQUIREMENTS 118

9.5. ESTABLISHMENT OF ROAD FUND 118

9.6. INSTITUTIONAL IMPROVEMENT 118

9.7. CAPACITY BUILDING 119

9.8. PRIVATE SECTOR INVOLVEMENT 119

9.9. THE ROLE OF THE DONORS COMMUNITY 119


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FIGURE 1: CAMBODIAN ROAD NETWORK MAP 9

FIGURE 2: PROJECT ORGANIZATION CHART 12

FIGURE 3: THE CURRENT ORGANIZATION OF MPWT 19

FIGURE 4: ORGANIZATION OF THE ROAD INFRASTRUCTURE DEPARTMENT 20

FIGURE 5: CONCEPTUAL FLOW OF PLANS AND BUDGETS 21

FIGURE 6: MAINTENANCE MANAGEMENT OFFICE IN MPWT 24

FIGURE 7: ORGANIZATION OF PPWD KANDAL PROVINCE 27

FIGURE 8: SUGGESTED MANAGEMENT OF ROAD AND BRIDGE MAINTENANCE 28

FIGURE 9: TRAVEL SPEED COLOUR SPECTRUM AND CONDITION INDEX 33

FIGURE 10: CONDITION CHART FOR ALL NATIONAL ROADS IN KANDAL PROVINCE 36

FIGURE 11: CONDITION CHART OF ALL NATIONAL ROADS IN KAMPONG CHAM 37

FIGURE 12: CONDITION CHART OF ALL NATIONAL ROADS IN KAMPOT 38

FIGURE 13: CONDITION CHART FOR THE NATIONAL ROAD IN CAMBODIA 40

FIGURE 14: CONDITION CHART FOR THE THREE PILOT PROVINCES AND NATIONAL NETWORK 41

FIGURE 15: MMS FLOW CHART 63

FIGURE 16: BI-WEEKLY WORK SCHEDULE 64

FIGURE 17: DAILY WORK REPORT FORM 68

FIGURE 18: WORK REQUEST FORM 70

FIGURE 19: WORK CALENDAR STATUS 72

FIGURE 20: PERFORMANCE REPORT BY MONTH 73

FIGURE 21: MONTHLY ACTIVITY PERFORMANCE REPORT 74

FIGURE 22: BUDGET STATUS REPORT 75

FIGURE 23: WORK LOAD DISTRIBUTION 79

FIGURE 24: CHART OF ESA VERSES AXLE LOAD 90

FIGURE 25: PAVEMENT CONDITION AGAINST TIME 94

FIGURE 26: AVERAGE COST OF MAINTENANCE PER KILOMETER PER YEAR 98

FIGURE 27: PERCENTAGE OF SURFACE TYPES FOR N1 ROADS 99



FIGURE 30: MAINTENANCE AND REHABILITATION BUDGETS 2002 TO 2014 102

FIGURE 31: ASSET VALUE OF THE NATIONAL ROAD NETWORK 102

FIGURE 32: IMPROVEMENT OF CONDITION OF THE NATIONAL ROAD NETWORK 104

FIGURE 33: AVE. COST OF MAINTENANCE PER KM PER YR WITH THE ALTERNATIVE STRATEGY105

FIGURE 34: PERCENTAGE OF SURFACE TYPES FOR N1 ROADS ALTERNATIVE 107



FIGURE 37: MAINTENANCE AND REHABILITATION BUDGETS 2002 TO 2014 109


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FIGURE 38: ASSET VALUE OF THE NATIONAL ROAD NETWORK ALTERNATIVE STRATEGY 110

FIGURE 39: IMPROVEMENT OF CONDITION OF THE NATIONAL ROAD NETWORK 111


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TABLE 1: THE PROJECT TEAM 11

TABLE 2: TOR TASK REFERENCE TABLE 14

TABLE 3: ESTIMATED VALUE OF TYPICAL ROADS (IN $ PER KM) 35

TABLE 4: ESTIMATED VALUE OF NEW DRAINAGE STRUCTURES 35

TABLE 5: CONDITION OF KANDAL NATIONAL ROADS 36

TABLE 6: ASSET VALUE OF KANDAL NATIONAL ROADS 36

TABLE 7: CONDITION OF KAMPONG CHAM NATIONAL ROADS 37

TABLE 8: ESTIMATED ASSET VALUE OF THE NATIONAL ROADS IN KAMPONG CHAM 38

TABLE 9: CONDITION OF KAMPOT NATIONAL ROADS 38

TABLE 10: ESTIMATED ASSET VALUE OF THE NATIONAL ROADS IN KAMPOT 39

TABLE 11: SUMMARY OF NATIONAL ROADS 40

TABLE 12: ESTIMATED ASSET VALUE OF THE NATIONAL ROAD SYSTEM 41

TABLE 13: LABOR RATES IN $ 54

TABLE 14: EQUIPMENT RATES IN $ 54

TABLE 15: MATERIAL UNIT COSTS IN $ 55

TABLE 16: SUMMARY OF MAINTENANCE BUDGETS FOR THE THREE PILOT PROVINCES 56

TABLE 17: KANDAL PROVINCE WORK PROGRAM AND BUDGET 56

TABLE 18: KAMPONG CHAM PROVINCE WORK PROGRAM AND BUDGET 58

TABLE 19: KAMPOT PROVINCE WORK PROGRAM AND BUDGET 59

TABLE 20: LOCATION REPORT BY ROAD 76

TABLE 21: LOCATION REPORT BY ACTIVITY 76

TABLE 22: CONTRACT TYPES SUITABLE FOR ACTIVITIES 78

TABLE 23: DIVISION OF WORK BETWEEN FORCE ACCOUNT AND CONTRACT BY ACTIVITY 79

TABLE 24: PROVINCES FOR WHICH MAINTENANCE WORK AGREEMENTS WERE WRITTEN 81

TABLE 25: EXAMPLE OF OVERLOAD PENALTIES 91

TABLE 26: POSSIBLE REVENUE GENERATION 93

TABLE 27: MAINTENANCE WORK ITEM UNIT COSTS 96

TABLE 28: REHABILITATION COSTS 97

TABLE 29: AVE. COST OF MAINTENANCE PER KM PER YR, RECOMMENDED STRATEGY 98

TABLE 30: LENGTH OF ROADS REHABILITATED WITH RECOMMENDED STRATEGY 99

TABLE 31: LENGTH OF BRIDGES TO BE REHABILITATED EACH YEAR 101

TABLE 32: RECOMMENDED MULTI-YEAR MAINTENANCE AND REHABILITATION BUDGETS 101

TABLE 33: AVE. COST OF MAINTENANCE PER KM PER YR ALTERNATIVE STRATEGY 105

TABLE 34: LENGTH OF ROADS REHABILITATED ALTERNATIVE STRATEGY 106

TABLE 35: LENGTH OF BRIDGES TO BE REHABILITATED EACH YEAR 108

TABLE 36: ALTERNATIVE MULTI-YEAR MAINTENANCE AND REHABILITATION BUDGET 109


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APPENDIX A TERMS OF REFERENCE

APPENDIX B BIBLIOGRAPHY

APPENDIX C RESULTS OF THE CONTRACTOR QUESTIONNAIRES

APPENDIX D KANDAL PROVINCE ROAD AND BRIDGE CONDITION INVENTORY DETAILS

APPENDIX E KAMPONG CHAM PROVINCE ROAD AND BRIDGE CONDITION INVENTORY DETAILS

APPENDIX F KAMPOT PROVINCE ROAD AND BRIDGE CONDITION INVENTORY DETAILS

APPENDIX G NATIONAL ROAD AND BRIDGE CONDITION INVENTORY DETAILS

APPENDIX H NATIONAL MAINTENANCE REHAB AND MAINTENANCE PROGRAMS

BOTH RECOMMENDED AND THE ALTERNATIVE 2002 TO 2014

APPENDIX I ROUTINE MAINTENANCE CONTRACT

APPENDIX J MAINTENANCE WORK AGREEMENT

APPENDIX K PROGRESS, TRIPARTITE MEETINGS, VARIATION ORDERS

APPENDIX L STAGE 1 TASKS FOR THE INCEPTION REPORT (03RD DECEMBER 2001)

APPENDIX M STAGE 2 TASKS FOR THE INTERIM REPORT (14TH MARCH 2002)

APPENDIX N WORKSHOP I REPORT 27TH DECEMBER 2001

APPENDIX O WORKSHOP II REPORT 14TH MARCH 2002

APPENDIX P WORKSHOP III REPORT 27TH JUNE 2002

APPENDIX Q TA PROJECT EQUIPMENT

Terms of Reference

Appendix

A

TA 3257-CAM: Strengthening the Maintenance Planning and Management Capabilities at

Ministry of Public Works and Transport

TERMS OF REFERENCE

A. Objectives

1. Rehabilitation of Cambodia's road network is currently under way with assistance from

a variety of international funding agencies. It is essential that once roads are restored,

and are in a maintainable condition, that they are then maintained properly. In a

country that is experiencing rapid traffic growth and a high level of vehicle overloading,

and is prone to seasonal flooding, these restored roads could easily be destroyed

again if regular maintenance is not undertaken.

2. The objective of the technical assistance (TA) is to strengthen the capabilities of the

Ministry of Public Works and Transport (MPWT) to plan, manage, and implement the

maintenance that is necessary to protect the investments that are being made to

restore the road system. (Maintenance in this context refers to both roads and bridges,

including the plant and equipment used in road and bridge maintenance activities.)

3. The TA will build on the recommendations of previous Bank-financed TA for the

transport rehabilitation study1 and MPWT's planning capability2. The first of these

studies identified the basis for an effective maintenance system for the road sector in

Cambodia, while the second study recommended a strategy for the development of a

sustainable maintenance capacity at MPWT. The proposed institutional strengthening

under this TA will support MPWT in its implementation of this strategy for sustainable

maintenance and in the delivery of more effective road maintenance.

B. Scope

4. The scope of the services to be provided under the TA include (i) reviewing MPWT's

present financial and institutional capacity for the planning, management, and

1 TA 1866-CAM: Transport Rehabilitation study, for $1,319,400, approved on 31 March 1993.

2 TA 2416-CAM: Development of a Planning Capability in the Ministry of Public Works and Transport, for $800,000,

approved on 2 December 1995.

implementation of road, bridge, and plant maintenance, and (ii) advising MPWT on

appropriate criteria for determining priorities for maintenance and allocating available

resources to those priorities. The financial arrangements for road maintenance

including Road Maintenance Fund will be discussed in another TA for Transport Sector

Strategy3 under the comprehensive studies on road maintenance strategies.

5. The work of the consultant will include, but not be limited to the following:

i) Review the current funding and administrative systems for road maintenance.

ii) Advise on an appropriate institutional structure within MPWT for the planning and

management of maintenance, given the likely level of available resources.

iii) Develop basic maintenance standards for the roads, bridges, and plant and

equipment for which MPWT is responsible.

iv) Develop, at the central level, procedures for determining maintenance priorities and

criteria for allocating resources between priorities.

v) Develop, at the provincial level, procedures for the effective planning,

implementation and monitoring of preventive and routine maintenance.

vi) Review existing axle-load regulations and recommend revisions to these, if

appropriate; advise MPWT on effective implementation of such limits and on the

use of vehicle weighing equipment to be provided under the Project.

vii) Review the criteria for setting the levels of road user charges, and recommending

possible changes in the relationship between axle loads and road charges.

viii) Develop a maintenance monitoring system that will enable central- and provincial-

level staff to easily monitor the extent of various types of maintenance activities

the resources expended on that maintenance and the outcomes of the

maintenance activities.

ix) Assist MPWT prepare a three-year program for its maintenance activities, based

on expected resource availability, and advise MPWT on how to update this plan

on a rolling basis.

3 TA 3651-CAM: Transport Sector Strategy, for $850,000, approved on 27 April 2001.

C. Staffing

6. An international firm will undertake the TA. It is estimated that a total of 21 person-

months of international consulting services.

7. The international consultants will have expertise in the planning and management of

road maintenance systems, transport economics and maintenance budgeting, and the

development of practical road maintenance procedures.

D. Implementation Arrangements

8. The Executing Agency for the TA will be the Ministry of Public Works and Transport

(MPWT). MPWT will assign a full-time project coordinator in the Government to assist

the consultants in working with the Government and other suitable counterpart staff to

work with the consultants. MPWT will provide the consultants with: suitably furnished

office accommodation for the duration of the TA; local communication services; and, all

reports, documents, and other material necessary for the successful implementation of

the TA.

9. The TA will be implemented over a period of about 8 months. The consultants will be

required to produce an inception report one month after commencement of the TA, an

interim report after 4 months, and a draft final report 7 months after commencement of

the TA. The final report will be submitted one month after receipt of comments from the

Government and the Bank. In addition, the consultant will be required to submit brief

monthly reports on the progress of the TA. Ten copies of each document will be

submitted, 5 copies for ADB and 5 copies for the Government.

10. Specified team members:

Road Maintenance Specialist / Team Leader

Maintenance Management Specialist

Road Engineer

Institutional Specialist

Bibliography

Appendix

B

BIBLIOGRAPHY

• AASHTO Maintenance Manual, The Maintenance and Management of Roadways

and Bridges, The American Association of State Highway and Transportation

Officials (AASHTO), 1999

• Anuket (Decree) on Maximum Weight of Transport Vehicles circulating on National

Roads of the Kingdom of Cambodia

• Cambodia Road Rehabilitation Project, Supplementary Traffic and Economic

Studies; Japan Overseas Consultants Co. Ltd. In association with Oriental

Consultants Co. Ltd., February 1998

• Cambodia Transport Rehabilitation Study, Final Report; SweRoad in association with

MariTerm and LanXang International, March 1995

• Cambodia Transport Sector Study (TSS), Inception Report; ND Lea in association

with JOC, March 2002

• Cambodia Transport Sector Study (TSS), Interim Report; ND Lea in association with

JOC, May 2002

• Design and Performance of Road Pavements; David Croney and Paul Croney, Third

Edition, McGraw-Hill, 1998

• Equipment Maintenance Management, Privatization of Road Maintenance

Equipment; Scott, Gerald T.,

• Field Operations Handbook for Crew Leaders, 1998-1999; Indiana Department of

Transportation

• Guide for Maximum Dimensions and Weights of Motor Vehicles and the Operation of

Non-divisible Load Oversize and Overweight Vehicles; The American Association of

State Highway and Transportation Officials (AASHTO), November 1991

• A Guide To The Visual Assessment Of Pavement Condition; Austroads, 1987

• Labour-Based Contractors Progress Survey; International Labour Organization

• Laws of Cambodia 1993-1998, Volume 1 and 2 Adopted by the National Assembly of

the Kingdom of Cambodia; The Cambodian Legal Resources Development Center,

Phnom Penh, Cambodia.

• Maintenance Management System, Operations Manual; De Leuw Cather, January

1988

• Minister of Public Works, Letter to HE Ambassador of Japan, Subject: Assistance in

Road Maintenance to the Ministry of Public Works and Transport; HE Khy Taingiim,

24 October 2001

• Note on Road Maintenance in Cambodia; Louis Berger Group (Cambodia)

• Pavement Management Guide, The American Association of State Highway and

Transportation Officials (AASHTO), 2001

• Primary Roads Restoration Project ADB Loan No. 1697-CAM (SF), Monthly Progress

Reports No. 10 May 2001; for the Ministry of Public Works and Transport, the

Kingdom of Cambodia, funded by the ADB, prepared by SMEC International with

KCEC,

• Program for Maintenance of Roads and Bridges Year 2001; Ministry of Public Works

and Transport, Kingdom of Cambodia,, January, 2001

• The Project for Construction of a Bridge Over the Mekong River, Monthly Progress

Report No. 37 2001 November – December, Term -4; for the Ministry of Public Works

and Transport, Kingdom of Cambodia, by Nippon Koei Co., Ltd.,

• Project Report (Report and Recommendation of the President to the Board of

Directors on a Proposed Loan and Technical Assistance Grant to the Kingdom of

Cambodia for the Primary Roads Restoration Project); Asian Development Bank,

August 1999

• Provincial and Rural Infrastructure: Study and Reorganization of the Ministry of

Public Works and Transport, Final Report for the Ministry of Public Works and

Transport, Kingdom of Cambodia funded by the Canadian International Development

Agency by Dessau Soprin November 2001

• Provincial and Rural Infrastructure: Study and Reorganization of the Ministry of

Public Works and Transport, Inception Report for the Ministry of Public Works and

Transport, Kingdom of Cambodia funded by the Canadian International Development

Agency by Dessau Soprin July 2001

• REAAA Course for Road Asset Managers, in conjunction with the World Bank and

the ADB, 7-8 May 2001, Bangkok, Thailand,

• Reform in Road Financing (International Trends, Road Funds and Cost Recovery,

REAAA Course for Road Asset Managers, Bangkok, Session 1C; Kerali, Henry Dr.,

7-9 May 2001

• Roads Economic Decision Model (RED) for Economic Evaluation of Low Volume

Roads, by Rodrigo Archondo-Callao of the World Bank,

• Road Maintenance Management, Concepts and Systems; Robinson, Richard, et al,

1998

• Road Monitoring for Maintenance Management, Vol. I and Vol. II; World Bank, 1990

• Seminar Document on the Maximum Load Limit of Transport Vehicle Trafficking on

the Road Network in the Kingdom of Cambodia, by the Ministry of Public Works and

Transport, Kingdom of Cambodia, 1999

• Stanford Research Institute, A Researcher Looks a Maintenance Management – in a

“Systems” Context; Diehl, Charles E.

• Statistics for Road, Bridge, Culvert, and Equipment under control of the PWD in

Kandal Province; Kandal Province PWD, the Ministry of Public Works and Transport,

Kingdom of Cambodia, 15 May 2000

• Study on the Strengthening of DOH’s Management of the Long-Term Strategic

Investment Plan, Summary Report on 1st and 2nd DOH Highway Management

Strengthening Workshop, prepared by Wilbur Smith Associates, Asian Engineering

Consultants Corporation Ltd., TESCO Ltd., June 1, 2001 and August 16-17, 2001

• The Study on the Transport Master Plan of the Phnom Penh Metropolitan Area in the

Kingdom of Cambodia Draft Final Report, Volume II, Main Text, for the Municipality

of Phnom Penh, funded by the Japan International Cooperation Agency, by Katahira

& Engineers International, September 2001

• Transportation Infrastructure: Organizational Analysis of the Ministry of Public Works

and Transport; Dessau Soprin International Inc., November 2001

Appendix

C

Results of the Cambodia

Contractors Questionnaires

Contractor Questionaires

03

Name of the Company: REAKSMEY DARA

Address Street: #70, Street03, Sangkat Krain Ampel, Kampot Province

Address Town/City: Kampot Province

Address Province: Kampot Province

Telephone Number: 012 820 446, 016 330333

Certificate Number

1 Particular of the respondent

(a) Name Pok Teang

(b) Position Title Technical Assistant,

(c) Academic Qualification High School (Bac II)

(d) Age 31

(e) What were you doing Staff Of Department Of Plan

Why did you switch

(f) What technical or business knowledge did you possess at the time Have

2Type of work done. 15 buildings and Road 1km ($124, 0800), Concrete Bridge 85m

($11, 0500), and Hotel ($60, 0000)

3 Year of Establishment: 1990

4 What were the consideration or motivation for becoming a contractor Investment Goal

5 Financial assets

(i) When started as a Contractor $579, 000

(ii) Now

6 Class of Contractor

(i) At the start Small and large

(ii) Now Small and large

7 Value of work done per year

(i) At the start Building at Siem Reap (90%)

(ii) Now Building at Kampong Chhnang (50%)

8 Construction equipment owned

(i) At the start

(ii) Now 4 Roller, 4 Dump Truck, 1 Excavator, 1 Grane Truck

(iii) Is equipment available on hire at reasonable prices Ever on Hire

9 Have you ever borrowed money from external sources Never Borrow From The Bank,

10 Core manpower held Engineer - Operator

(i) At the start 7 Engineer, 3 Technician, 6 Administer, 21 Operator

(ii) Now

11 How well are your business expectations being fulfilled? Satisfied

12 Continuing in business? Happy and Hope that will Progress in the Future, Depending on Political of

Cambodia

13 Registration # 042 - 98

(i) Are there any problems of registration? No Problem

(ii) What changes required to registration procedure? No Idea

14 In your area is there a shortage or excess of contractors Excess but no Problems

15 Are you satisfied with the NIT are issued? Satisfied

REAKSMEY DARA Page 1


03

Name of the Company: REAKSMEY DARA

16 Are you satisfied with the contract agreements?

(a) Are they fair to both parties? Satisfied because of having justice, If there are any changes, don t want to

have, Depends on actual work,

(b) Are you Satisfied with the provisions regarding:

(i) Escalation of Prices Have a justice

(ii) Deviations subsequent to award of work.

17 Award of work

(i) Is it taking too long? Finish before time

(ii) Is there transparency? Must have work Transparency

(iii) What should be done when the lowest tender is unrealistic? No Idea.

18 How cooperative is the client in regard the mentioned changes? Good Operator

(i) Designs and drawings Some time Correct but allway Agreement

(ii) Decisions on day to day supervision Every thing dood depends on the weather

19 Any changes in payment by the department:

(i) Running bills Clear the bills depends on Percent of work

(ii) Final bill Some time Clear at the bank

(iii) Mobilization advance

(iv) Refund of retention

(v) Material advance 10% Pay in advance to buy Material

20 Should there be a market price assessment for materials? Think Importance

21 Technological and quality issues:

(i) Are there any problems in continuing with labor intensive technologies?

(ii) What suggestions for improving the quality of work?

(a) What should the departments do? Need More Workers,

(b) What should the contractors do? No Problems

(c) Should there be an independent agency? Should have Independent Agency

22 Are documents, specifications, contracts tender documents OK? Use English and Khmer Based

Should they be available in local language?

23 Training Issues

(i) Have you had any training since 2000? Tranning Engineer in the Country

(ii) Would you like further training?

(iii) Should there be specialized training agencies? Shoud have Traning About accident From Agency

24 Labor Issues

(i) Are you familiar with the labour standards? Equal Employment Of women and men, have Insurance Money, Don t Use

Child Labor

(ii) Are these being implemented? Are being Implemented,

25 Should non-performing contractors be "Black Listed"?

26 What is your assessment in regard to:

(i) Dropout or increase number of contractors? Biases

(ii) Why dropouts? Competition

27 Have your construction business been diversified into other areas of

work?

If have a job, Maybe Have branches in other Provinces

Are you willing to expand into other geographical areas?

28 General views pertaining to the execution of road works? Want good road and good Quality

REAKSMEY DARA Page 2


Name of the Company:

Address Street:

Address Town/City:

Address Province:

Telephone Number:

Certificate Number


(a) Name

(b) Position Title

(c) Academic Qualification

(d) Age

(e) What were you doing

Why did you switch

(f) What technical or business knowledge did you possess at the time

2Type of work done.

3 Year of Establishment:

4 What were the consideration or motivation for becoming a contractor

5 Financial assets

(i) When started as a Contractor

(ii) Now


(i) At the start

(ii) Now


(i) At the start

(ii) Now


(i) At the start

(ii) Now

(iii) Is equipment available on hire at reasonable prices

9 Have you ever borrowed money from external sources

10 Core manpower held

(i) At the start

(ii) Now

11 How well are your business expectations being fulfilled?

12 Continuing in business?

13 Registration

(i) Are there any problems of registration?

(ii) What changes required to registration procedure?

14 In your area is there a shortage or excess of contractors

15 Are you satisfied with the NIT are issued?

05

Muhibbah Engineering Cambodia

#313-315, Mao Tse Toung Avenue,

Phnom Penh,

Phnom Penh,

023 367 988, 023 212 265

Oknha Khieng Hann

Vice Managing Director

High School (Bac II) (old regime)

53

1967 - 1971 Fishing Boat

3 buildings ($40 million), Road RN 5, 6, 7 ($1 million), Maosengtong Bld

and Saang ($13 million), Run way and Dam ($45 million)

1994

desire

$25 million

$100 million

Small and large

Large

$600,000 (Tep Phon Street),

Large

Run Way (90%), RN 6, 7 (20%)

300 Piece

Never Hire Equipment, Hire 3 Rock Crushers and 1 Asphalt Paver

Never Borrow From The Bank,

Engineer - Operator

10 - 100

100 - 1500

Satisfied Because Engineers and Technicians are Cambodian and they can

do good job,

Happy and Hope that will Progress in the Future,

# 045 - 98

No Problem

No Idea

Excess

Satisfied, but worry about some foreign Companies Like Chiness and

Vietnamese Which are Governmental Companies and They are to bid at

low Price,

Muhibbah Engineering Cambodia Page 1




(a) Are they fair to both parties?


(i) Escalation of Prices


17 Award of work

(i) Is it taking too long?

(ii) Is there transparency?

(iii) What should be done when the lowest tender is unrealistic?

18 How cooperative is the client in regard the mentioned changes?

(i) Designs and drawings

(ii) Decisions on day to day supervision


(i) Running bills

(ii) Final bill



(v) Material advance

20 Should there be a market price assessment for materials?




(a) What should the departments do?

(b) What should the contractors do?

(c) Should there be an independent agency?

22 Are documents, specifications, contracts tender documents OK?


23 Training Issues

(i) Have you had any training since 2000?


(iii) Should there be specialized training agencies?

24 Labor Issues

(i) Are you familiar with the labour standards?

(ii) Are these being implemented?



(i) Dropout or increase number of contractors?

(ii) Why dropouts?


work?


28 General views pertaining to the execution of road works?

05

Muhibbah Engineering Cambodia

Satisfied because of having justice, If there are any changes, don t want to


Finish before time

Must have work Transparency

No Idea.

No Problem all Departments

Have meeting every week

Clear at Station

No Problem

Each step

Cannot

Pay in advance to buy Material

Useful, having Person who Limits the Labor (Agent)

Need More Workers, Have Problems, Follow standard

Use Technicality, Follow Technicality

Should have Independent Agency

Use English Based

Traned by NGO and Human Right Organization,

Shoud have Traning About accident From Agency and Ministry

Equal Employment Of women and men, have Insurance Money, Don t Use

Child Labor

Are being Implemented,

Each Company Must have Clearly rule in Order to insure work

Want Cambodian Company to have quality and Don`t want foreign

company to work in Cambodia,

Biases

Competition

Have branches in other Provinces

Abroad

Have Road have everything, cut down

Muhibbah Engineering Cambodia Page 2



Address Street:

Address Town/City:

Address Province:

Telephone Number:

Certificate Number


(a) Name

(b) Position Title


(d) Age


Why did you switch


2Type of work done.



5 Financial assets


(ii) Now


(i) At the start

(ii) Now


(i) At the start

(ii) Now


(i) At the start

(ii) Now




(i) At the start

(ii) Now



13 Registration





6

KC GECIN ENTERPRISES

500, National Road No. 2 Chak Ang Re Loeu,

Phnom Penh,

Phnom Penh,

023 360 288, 023 368481,

KIM CHHEAN

Managing Director

Engineer

74

Befor Building and Road Construction

Investement Experience

Meeting Hall at the Siem Reap Province, purwater Sestem, and Sihanouk

vill port, ($5 million)

1960

Construction Skill

$600000 to $800000

$2,400,000

Small and large

Large

Port (50%)

Meeting hall at the Siem Reap (85%)

74 Piece

Never Hire Equipment,

Borrow From The Bank, $20,0000 to $30,0000

Engineer - Operator

18 - 4

18 - 150

Unsatisfied

Happy and Hope that will Progress in the Future, Depending on

Government Suport,

047 - 98

Problem (Fund to small)

Want to Khmer Contractor

Excess

Satisfied,

KC GECIN ENTERPRISES Page 1








17 Award of work








(i) Running bills

(ii) Final bill













23 Training Issues




24 Labor Issues






(ii) Why dropouts?


work?



6

KC GECIN ENTERPRISES

Satisfied because of having justice, If there are any changes, don t want to


Finish before time

Must have work Transparency

No Idea.

No Problem all Departments

No good

Clear at station

No Problem

Pay in advance to buy Material(10%)

very Importance,

Correct the Quality Will be Progress


Should be Use Quality

Should have Consoltance

Use English Based

Traned Engineer No experience

Should be Training

Equal Employment Of women and men, have Insurance Money,

Don t Use Chid Labor

Each Company Must have Clearly rule in Order to insure work

Competition

Have branches in other Provinces

Provincial Office

Should be done Least but Hight Quality

KC GECIN ENTERPRISES Page 2



Address Street:

Address Town/City:

Address Province:

Telephone Number:

Certificate Number


(a) Name

(b) Position Title


(d) Age


Why did you switch


2Type of work done.



5 Financial assets


(ii) Now


(i) At the start

(ii) Now


(i) At the start

(ii) Now


(i) At the start

(ii) Now




(i) At the start

(ii) Now



13 Registration





7

NOPAWONG CONSTRUCTION

#54, Street 306, Sangkat Boeung Keng kang I, Khan Chomkar Mon

Phnom Penh,

Phnom Penh,

023 215763, 023 365 327, 011 829111, 012 805 699,

VERAVIT CHIAMANUSORN

Assistant General Manager

Civil Engineer

28

Work in the Company for a long time

No

RN1 (107km)$19 million, 10 Bridge and 70 Culverts

1950

Laterite From His GrandParents

$6 million

$6 million

Small and large

Small and large

RN1 Since the Begining Until Now

30%

100 Piece

Hire Some From outside

Borrow From The Bank, $2 million(interest rate from 12% - 18%)

Engineer - Operator

50 Engineer, 100 Technician,10Supervisor

50 Engineer, 100 Technician,10Supervisor

Very satisfied

Continuously Progress

052 - 98

No Problem

No idea

Excess

Satisfied,

NOPAWONG CONSTRUCTION Page 1








17 Award of work








(i) Running bills

(ii) Final bill













23 Training Issues




24 Labor Issues






(ii) Why dropouts?


work?



7

NOPAWONG CONSTRUCTION

ADB is fair but the Ministry of Public Works is not Fair According to the

contract

Follow the Market Price

Follow the Contract

Technical Standard

There is Transparency

No Problem

No Problem

Have some Difficulty

Usual performance

Transfer Cash

No Problem

Have

Have

Finished Work and then get the money according to the Percentage Of

work done

very Importance, No one can Limit the Market Price,

No problem

ADB that Provide Money Following the Contract



Don t Need to have Consultant

Use English Based

Don t Use Foreign Trainer because it is very expensive, We should train

each other is better.

Equal Salary for women and men, Workers for the same job

No Child Labor, have site insurance ($20000/each person) No insurance for

office and staff

Have many contractors is better because there is competition so there is

perfeetion in working

No Problem

Market demand, Competition

When there is work, Office are located in Province

Abroad

Want all related Departments to Rehabilitate Railway Because Railway is

cheaper than Road, Construct good quality of Culverts and bridges,

NOPAWONG CONSTRUCTION Page 2



Address Street:

Address Town/City:

Address Province:

Telephone Number:

Certificate Number


(a) Name

(b) Position Title


(d) Age


Why did you switch


2Type of work done.



5 Financial assets


(ii) Now


(i) At the start

(ii) Now


(i) At the start

(ii) Now


(i) At the start

(ii) Now




(i) At the start

(ii) Now



13 Registration





14

JIREH INTERNATIONAL

#58 street 322 Chamkar Mon Phnom Penh,

Phnom Penh,

Phnom Penh,

023 212 108, Fax : (855) 023 212 177

NGOEU SAKHON

General Manager

Master of Civil Engineering

47

Business Knowledge

Building ($30 million), Road 3000m2 ($600, 000), Dam 1km and all Mobitel

Construction

1989

Construction Skill,

$3 million

$3 million

Small and large

Small and large

30%

30%

3 Roller, 10 Dump Truck

Hire for Buldozer($2500 - $3200/ Piece)

No

Engineer - Operator

6 Engineer, 3 Technician, 2 Supervisor

6 Engineer, 3 Technician, 2 Supervisor

Very satisfied

Continuously Progress

066 - 99

No Problem

No idea

Excess

JIREH INTERNATIONAL Page 1








17 Award of work








(i) Running bills

(ii) Final bill













23 Training Issues




24 Labor Issues






(ii) Why dropouts?


work?



14

JIREH INTERNATIONAL

Satisfied,

Satisfied,

Extra work must Extra money

Technical Standard


Transparency

Works Together

Have some Difficulty

Everything good

Transfer Cash From privat Bank, Dificulty from National Bank

Slowly for withdraw money

Finished Work and then get the money according to the Percentage Of

work done


Need More Workers,

Day after Day is good



Should be have Consultant

Use English Based

Engineer Training

Want Ministry and ADB help for training


No Child Labor, Have insurance on only Staff

Ministry and ADB should be control for the Company,

poor ability


When there is work, Office are located in Province

All the Road damage Sould be Done,

JIREH INTERNATIONAL Page 2



Address Street:

Address Town/City:

Address Province:

Telephone Number:

Certificate Number


(a) Name

(b) Position Title


(d) Age


Why did you switch


2Type of work done.



5 Financial assets


(ii) Now


(i) At the start

(ii) Now


(i) At the start

(ii) Now


(i) At the start

(ii) Now




(i) At the start

(ii) Now



13 Registration





17

THE SEABOARD CAMBODIAN DEVELOPMENT COMPANY

#4, Ang Snoul, Kandal

Kandal Province

Kandal Province

016 931 811, (855) 23 368 171

SOTH SOPANHA

Manager Director

Asean Engineer

46

Former the staff of MPWT (1989), Chang because of the desire and

Economic situation

Have the Business Knowledge and studying PHD

Road 17.5km, Culvert and Bridge ($9 million) and other road and path

construction but small amount of money,

1994

Because of having desire and the changing to free market Economy of the

t

$500, 000

$500, 000

Small and large

Small and large

50%

80%

8 Roller, 7 Dump Truck, Concrete mixer, Grane truck, 2Asphalt paving

truck, 2Water tanker truck, 2Buldozer, 2Excavator,

Hire Water tanker truck $600 Per month, Grane truck $2400 per month,

Excavator $2400 per month,

Borrow money from the Bank $240, 000 With interest rate 18% per year

9 Engineer, 5 Technician, 4 Supervisor, 36 Operator, Warehouse Keepers,

satisfied

Hope that Will Progress if the project of ADB + WB + NGO give the work to

do,

No Problem

Don t give the work to the Companies which don t have transparency

Want ADB to help the local Companies which have Legality, and a lot of

work,

No problem if Excessg

Satiisfied,

THE SEABOARD CAMBODIAN DEVELOPMENT COMPANY Page 1








17 Award of work








(i) Running bills

(ii) Final bill













23 Training Issues




24 Labor Issues






(ii) Why dropouts?


work?



17

THE SEABOARD CAMBODIAN DEVELOPMENT COMPANY

Justice

Satisfied to follow the contract

If there is work change need more money According to the scope of work

done,

No problem (Follow the contract stated)


Want to have justice in bidding (why Vnand China Companies can bid the

low price)

Good cooperation, Noproblem

Good dialy work,

Money according to the Progress of work

Money according to the Invoice and receipt

Borrow money in advance to by material in order to start the site


If Project is large need more labor and Equipment and must be balance to

the money of the Project,

Do better and spend less money

Sould have Agency to control is the best

Use English Based

Engineer Training

Have train through friend


No Child Labor, Have insurance at the site,

Should Let them to work on small Project in the Rural area,

No problem


Have work then have office cater

Sould do D.B.S.T type because we can spend less money and because

our country is poor, When we have money we can pave A/C later, D.B.S.T

1M2

= $3,5, A.C 1M2

= $7

THE SEABOARD CAMBODIAN DEVELOPMENT COMPANY Page 2

Kandal Province National Road &

Bridge Condition Inventory Details

Appendix

D

Kandal Condition.xls

Total Excellent Good Fair Poor Bad Under

Length 5 4 3 2 1 Construction

of Road

Kms 80 60 40 20 10 10

NR 001 Veal Sbovp Neak Loeng 52.5 kms 0.5 kms 34.1 kms 15.2 kms 2.6 kms

NR 002 Daeum Mien Boeng Khyang 21.4 kms 2.4 kms 8.8 kms 7.1 kms 3.2 kms

NR 003 Kampung Toul Chi Mau 11.9 kms 3.2 kms 8.3 kms 0.4 kms

NR 004 Kan Taok Damnak Ampel 17.4 kms 2.4 kms 6.4 kms 8.2 kms 0.3 kms

NR 005 Prek Pneeeuk Prak Kdar 28.2 kms 1.6 kms 5.6 kms 9.5 kms 5.9 kms 5.6 kms

NR 006A Bak Khaeng Krang Svay 29.6 kms 2.7 kms 25.5 kms 1.5 kms

NR 006 Roka Kaong Pi Peam 4.3 kms 2.5 kms 1.8 kms

Total N1: Main National Roads 165.3 kms 2.4 kms 13.6 kms 85.4 kms 44.4 kms 13.9 kms 5.6 kms

NR 021A Ta Khmao Chrey Thum 75.1 kms 3.0 kms 16.5 kms 55.6 kms

NR 021B Ta Khmao Chhung Leap 11.8 kms 0.6 kms 8.6 kms 2.6 kms

NR 042 Baek Chan Odongk 24.3 kms 3.4 kms 13.4 kms 6.3 kms 1.2 kms

Total N2: Other National Roads 111.2 kms 3.4 kms 17.0 kms 31.5 kms 59.4 kms

RP 101 NR 001 Pk 59 Kampong Kong 37.4 kms 9.7 kms 27.7 kms

RP 104 Deykror Horm Kompong Toul 9.0 kms 2.1 kms 6.9 kms

RP 105 Siem Reab Kompong Kantout 6.6 kms 3.0 kms 3.6 kms

RP 130 Preaek Pnov Phnun Phteah B. 12.5 kms 3.8 kms 7.1 kms 1.6 kms

RP EBR Bassac River Road 89.0 kms 55.2 kms 33.8 kms

RP EMR Eastern Mekong River Road 39.5 kms 23.3 kms 16.2 kms

RP PTK Preak Tameak to Kampong 21.0 kms 0.8 kms 10.3 kms 9.9 kms

RP TPR Tror Pang Rolouce Road 2.9 kms 0.1 kms 1.4 kms 1.4 kms

RU Urban Roads Laterite 4.3 kms 0.2 kms 2.1 kms 2.0 kms

RU Urban Roads Macadam 10.0 kms 0.2 kms 4.1 kms 5.7 kms

RU Urban Roads A/C 5.6 kms 0.8 kms 3.1 kms 1.7 kms

Total N3: Provincial & Urban Roads 237.8 kms 0.8 kms 11.1 kms 120.6 kms 105.2 kms

Total All Roads 514.3 kms 2.4 kms 17.8 kms 113.5 kms 196.5 kms 178.4 kms 5.6 kms

Accumlative

0.8 kms

0.8 kms



of Road

Kms 80 60 40 20 10 10

NR 001 Veal Sbovp Neak Loeng 52.5 kms 1% 65% 29% 5%

NR 002 Daeum Mien Boeng Khyang 21.4 kms 11% 41% 33% 15%

NR 003 Kampung Toul Chi Mau 11.9 kms 27% 70% 3%

NR 004 Kan Taok Damnak Ampel 17.4 kms 14% 37% 47% 2%

NR 005 Prek Pneeeuk Prak Kdar 28.2 kms 6% 20% 34% 21% 20%

NR 006A Bak Khaeng Krang Svay 29.6 kms 9% 86% 5%

NR 006 Roka Kaong Pi Peam 4.3 kms 58% 42%

Total N1: Main National Roads 165.3 kms 1% 8% 52% 27% 8% 3%

NR 021A Ta Khmao Chrey Thum 75.1 kms 4% 22% 74%

NR 021B Ta Khmao Chhung Leap 11.8 kms 5% 73% 22%

NR 042 Baek Chan Odongk 24.3 kms 14% 55% 26% 5%

Total N2: Other National Roads 111.2 kms 3% 15% 28% 53%












Total N3: Provincial & Urban Roads 237.8 kms 0% 5% 51% 44%

Total All Roads 514.3 kms 0% 3% 22% 38% 35% 1%

Accumlative



Total N3: Provincial Roads 237.8 kms 0.8 kms 11.1 kms 120.6 kms 105.2 kms




Total N3: Provincial Roads 237.8 kms 0% 5% 51% 44%


Road # From To

Road # From To

Page 1 Totals


Total Total Total Total Total Total

Length Length Length Length Length Length

of Road of Road of Road of Road of Road of Road

Kms AC ST Macadam Laterite Earth

NR 001 Veal Sbovp Neak Loeng 52.5 kms 52.5 kms

NR 002 Daeum Mien Boeng Khyang 21.4 kms 21.4 kms

NR 003 Kampung Toul Chi Mau 11.9 kms 11.9 kms

NR 004 Kan Taok Damnak Ampel 17.4 kms 17.4 kms

NR 005 Prek Pneeeuk Prak Kdar 28.2 kms 5.6 kms 22.6 kms

NR 006A Bak Khaeng Krang Svay 29.6 kms 29.6 kms

NR 006 Roka Kaong Pi Peam 4.3 kms 4.3 kms

Total N1: Main National Roads 165.3 kms 17.4 kms 5.6 kms 138.0 kms 4.3 kms 0.0 kms

NR 021A Ta Khmao Chrey Thum 75.1 kms 15.0 kms 60.1 kms

NR 021B Ta Khmao Chhung Leap 11.8 kms 11.8 kms

NR 042 Baek Chan Odongk 24.3 kms 24.3 kms

Total N2: Other National Roads 111.2 kms 0.0 kms 0.0 kms 26.8 kms 84.4 kms 0.0 kms

RP 101 NR 001 Pk 59 Kampong Kong 37.4 kms 37.4 kms

RP 104 Deykror Horm Kompong Toul 9.0 kms 9.0 kms

RP 105 Siem Reab Kompong Kantout 6.6 kms 6.6 kms

RP 130 Preaek Pnov Phnun Phteah B. 12.5 kms 12.5 kms


RP EMR Eastern Mekong River Road 39.5 kms 39.5 kms

RP PTK Preak Tameak to Kampong 21.0 kms 21.0 kms

RP TPR Tror Pang Rolouce Road 2.9 kms 2.9 kms

RU Urban Roads Laterite 4.3 kms 4.3 kms

RU Urban Roads Macadam 10.0 kms 10.0 kms

RU Urban Roads A/C 5.6 kms 5.6 kms

Total N3: Provincial & Urban Roads 237.8 kms 5.6 kms 0.0 kms 21.9 kms 36.8 kms 173.6 kms

Total All Roads 514.3 kms 23.0 kms 5.6 kms 186.7 kms 125.4 kms 173.6 kms

Accumlative





NR 001 Veal Sbovp Neak Loeng 52.5 kms 100%

NR 002 Daeum Mien Boeng Khyang 21.4 kms 100%

NR 003 Kampung Toul Chi Mau 11.9 kms 100%

NR 004 Kan Taok Damnak Ampel 17.4 kms 100%

NR 005 Prek Pneeeuk Prak Kdar 28.2 kms 20% 80%

NR 006A Bak Khaeng Krang Svay 29.6 kms 100%

NR 006 Roka Kaong Pi Peam 4.3 kms 100%

Total N1: Main National Roads 165.3 kms 11% 3% 83% 3% 0%

NR 021A Ta Khmao Chrey Thum 75.1 kms 20% 80%

NR 021B Ta Khmao Chhung Leap 11.8 kms 100%

NR 042 Baek Chan Odongk 24.3 kms 100%

Total N2: Other National Roads 111.2 kms 0% 0% 24% 76% 0%

RP 101 NR 001 Pk 59 Kampong Kong 37.4 kms 100%

RP 104 Deykror Horm Kompong Toul 9.0 kms 100%

RP 105 Siem Reab Kompong Kantout 6.6 kms 100%

RP 130 Preaek Pnov Phnun Phteah B. 12.5 kms 100%

RP EBR Bassac River Road 89.0 kms 15% 85%

RP EMR Eastern Mekong River Road 39.5 kms 100%

RP PTK Preak Tameak to Kampong 21.0 kms 100%

RP TPR Tror Pang Rolouce Road 2.9 kms 100%

RU Urban Roads Laterite 4.3 kms 100%

RU Urban Roads Macadam 10.0 kms 100%

RU Urban Roads A/C 5.6 kms 100%

Total N3: Provincial & Urban Roads 237.8 kms 2% 0% 9% 15% 73%

Total All Roads 514.3 kms 4% 1% 36% 24% 34%

Road # From To

Road # From To

Surfaces




of Road

Kms 80 60 40 20 10 10

NR 001 Veal Sbovp Neak Loeng 52.5 kms

NR 002 Daeum Mien Boeng Khyang 21.4 kms

NR 003 Kampung Toul Chi Mau 11.9 kms

NR 004 Kan Taok Damnak Ampel 17.4 kms 2.4 kms 6.4 kms 8.2 kms 0.3 kms

NR 005 Prek Pneeeuk Prak Kdar 28.2 kms

NR 006A Bak Khaeng Krang Svay 29.6 kms

NR 006 Roka Kaong Pi Peam 4.3 kms

Total N1: Main National Roads 165.3 kms 2.4 kms 6.4 kms 8.2 kms 0.3 kms

NR 021A Ta Khmao Chrey Thum 75.1 kms

NR 021B Ta Khmao Chhung Leap 11.8 kms

NR 042 Baek Chan Odongk 24.3 kms

Total N2: Other National Roads 111.2 kms

RP 101 NR 001 Pk 59 Kampong Kong 37.4 kms

RP 104 Deykror Horm Kompong Toul 9.0 kms

RP 105 Siem Reab Kompong Kantout 6.6 kms

RP 130 Preaek Pnov Phnun Phteah B. 12.5 kms

RP EBR Bassac River Road 89.0 kms

RP EMR Eastern Mekong River Road 39.5 kms

RP PTK Preak Tameak to Kampong 21.0 kms

RP TPR Tror Pang Rolouce Road 2.9 kms

RU Urban Roads Laterite 4.3 kms

RU Urban Roads Macadam 10.0 kms


Total N3: Provincial & Urban Roads 237.8 kms 0.8 kms 3.1 kms 1.7 kms

Total All Roads 514.3 kms 2.4 kms 7.3 kms 11.3 kms 2.0 kms

Accumlative



of Road

Kms 80 60 40 20 10 10








Total N1: Main National Roads 165.3 kms 14% 37% 47% 2%















RU Urban Roads A/C 5.6 kms 15% 55% 30%

Total N3: Provincial & Urban Roads 237.8 kms 15% 55% 30%

Total All Roads 514.3 kms 11% 32% 49% 9%

Accumlative



Total N3: Provincial Roads 237.8 kms 0.8 kms 3.1 kms 1.7 kms




Total N3: Provincial Roads 237.8 kms 15% 55% 30%


Road # From To

Road # From To

AC Paved




of Road

Kms 80 60 40 20 10 10




NR 004 Kan Taok Damnak Ampel 17.4 kms

NR 005 Prek Pneeeuk Prak Kdar 28.2 kms 5.6 kms



Total N1: Main National Roads 165.3 kms 5.6 kms















RU Urban Roads A/C 5.6 kms

Total N3: Provincial & Urban Roads 237.8 kms

Total All Roads 514.3 kms 5.6 kms

Accumlative



of Road

Kms 80 60 40 20 10 10





NR 005 Prek Pneeeuk Prak Kdar 28.2 kms 100%



Total N1: Main National Roads 165.3 kms 100%

















Total All Roads 514.3 kms 100%

Accumlative



Total N3: Provincial Roads 237.8 kms




Total N3: Provincial Roads 237.8 kms


Road # From To

Road # From To

Surface Treatment




of Road

Kms 80 60 40 20 10 10

NR 001 Veal Sbovp Neak Loeng 52.5 kms 0.5 kms 34.1 kms 15.2 kms 2.6 kms

NR 002 Daeum Mien Boeng Khyang 21.4 kms 2.4 kms 8.8 kms 7.1 kms 3.2 kms

NR 003 Kampung Toul Chi Mau 11.9 kms 3.2 kms 8.3 kms 0.4 kms


NR 005 Prek Pneeeuk Prak Kdar 28.2 kms 1.6 kms 5.6 kms 9.5 kms 5.9 kms

NR 006A Bak Khaeng Krang Svay 29.6 kms 2.7 kms 25.5 kms 1.5 kms




NR 021B Ta Khmao Chhung Leap 11.8 kms 0.6 kms 8.6 kms 2.6 kms


Total N2: Other National Roads 111.2 kms 1.2 kms 11.9 kms 13.7 kms














Accumlative



of Road

Kms 80 60 40 20 10 10



NR 003 Kampung Toul Chi Mau 11.9 kms 27% 70% 3%


NR 005 Prek Pneeeuk Prak Kdar 28.2 kms 7% 25% 42% 26%

NR 006A Bak Khaeng Krang Svay 29.6 kms 9% 86% 5%




NR 021B Ta Khmao Chhung Leap 11.8 kms 5% 73% 22%


Total N2: Other National Roads 111.2 kms 4% 44% 51%


RP 104 Deykror Horm Kompong Toul 9.0 kms 23% 77%






RP TPR Tror Pang Rolouce Road 2.9 kms 4% 49% 47%


RU Urban Roads Macadam 10.0 kms 2% 41% 57%




Accumlative


Total N2: Other National Roads 111.2 kms 1.2 kms 11.9 kms 13.7 kms




Total N2: Other National Roads 111.2 kms 4% 44% 51%



Road # From To

Road # From To

Macadam




of Road

Kms 80 60 40 20 10 10







NR 006 Roka Kaong Pi Peam 4.3 kms 2.5 kms 1.8 kms

Total N1: Main National Roads 165.3 kms 2.5 kms 1.8 kms



NR 042 Baek Chan Odongk 24.3 kms 3.4 kms 13.4 kms 6.3 kms 1.2 kms















Accumlative



of Road

Kms 80 60 40 20 10 10








Total N1: Main National Roads 165.3 kms 58% 42%







RP 105 Siem Reab Kompong Kantout 6.6 kms 45% 55%

RP 130 Preaek Pnov Phnun Phteah B. 12.5 kms 30% 57% 13%





RU Urban Roads Laterite 4.3 kms 4% 49% 47%





Accumlative

Total N1: Main National Roads 165.3 kms 2.5 kms 1.8 kms




Total N1: Main National Roads 165.3 kms 58% 42%




Road # From To

Road # From To

Laterite




of Road

Kms 80 60 40 20 10 10








Total N1: Main National Roads 165.3 kms

















Total All Roads 514.3 kms 0.8 kms 90.2 kms 82.5 kms

Accumlative



of Road

Kms 80 60 40 20 10 10













RP 101 NR 001 Pk 59 Kampong Kong 37.4 kms 26% 74%





RP EMR Eastern Mekong River Road 39.5 kms 59% 41%

RP PTK Preak Tameak to Kampong 21.0 kms 4% 49% 47%






Total All Roads 514.3 kms 0% 52% 48%

Accumlative








Total All Roads 514.3 kms 0% 52% 48%

Road # From To

Road # From To

Earth


Total Pipe Box Bridges Bridges Bridges

Length Culverts Culverts Number Length Area

of Road

Kms Number Number Number m sq. m

NR 001 Veal Sbovp Neak Loeng 52.5 kms 2 0 8 242 1,293

NR 002 Daeum Mien Boeng Khyang 21.4 kms 7 1 16 453 2,847

NR 003 Kampung Toul Chi Mau 11.9 kms 5 3 3 65 293

NR 004 Kan Taok Damnak Ampel 17.4 kms 32 0 0 0 0

NR 005 Prek Pneeeuk Prak Kdar 28.2 kms 7 5 7 215 1,566

NR 006A Bak Khaeng Krang Svay 29.6 kms 2 1 19 938 8,438

NR 006 Roka Kaong Pi Peam 4.3 kms 7 0 2 161 696

Total N1: Main National Roads 165.3 kms 62 10 55 2,075 15,133

NR 021A Ta Khmao Chrey Thum 75.1 kms 3 12 66 1,353 6,232

NR 021B Ta Khmao Chhung Leap 11.8 kms 2 4 0 0 0

NR 042 Baek Chan Odongk 24.3 kms 42 3 5 58 312

Total N2: Other National Roads 111.2 kms 47 19 71 1,411 6,543

RP 101 NR 001 Pk 59 Kampong Kong 37.4 kms 8 0 24 571 2,474

RP 104 Deykror Horm Kompong Toul 9.0 kms 5 0 0 0 0

RP 105 Siem Reab Kompong Kantout 6.6 kms 10 5 2 36 162

RP 130 Preaek Pnov Phnun Phteah B. 12.5 kms 2 1 4 26 123

RP EBR Bassac River Road 89.0 kms 34 8 41 859 3,748

RP EMR Eastern Mekong River Road 39.5 kms 15 4 18 381 1,663

RP PTK Preak Tameak to Kampong 21.0 kms 8 2 10 203 884

RP TPR Tror Pang Rolouce Road 2.9 kms 1 0 1 28 122

RU Urban Roads Laterite 4.3 kms 2 0 2 42 181

RU Urban Roads Macadam 10.0 kms 4 1 5 97 421

RU Urban Roads A/C 5.6 kms 2 1 3 54 236

Total N3: Provincial & Urban Roads 237.8 kms 91 22 110 2,297 10,013

Total All Roads 514.3 kms 200 51 236 5,782 31,689



Total N3: Provincial Roads 237.8 kms 91 22 110 2,297 10,013




of Road






Road # From To

Road # From To

Drainage

Ka

nd

al C

on

ditio

n.x

ls

NR

00

1V

ea

l S

bo

vp

Ne

ak L

oe

ng

52

.5 k

ms

7,1

52

,60

0$

8

78

,81

8$

8

,03

1,4

18

$

13

,65

0,0

00

$

1,3

00

,23

0$

1

4,9

50

,23

0$

0

.54

NR

00

2D

ae

um

Mie

nB

oe

ng

Kh

ya

ng

21

.4 k

ms

2,7

59

,74

4$

1

,15

6,1

76

$

3,9

15

,92

0$

5

,56

4,0

00

$

2

,89

0,4

40

$

8,4

54

,44

0$

0.4

6

NR

00

3K

am

pu

ng

To

ul

Ch

i M

au

11

.9 k

ms

1,3

86

,11

2$

2

16

,40

0$

1

,60

2,5

12

$

3,0

94

,00

0$

36

7,0

00

$

3,4

61

,00

0$

0.4

6

NR

00

4K

an

Ta

ok

Da

mn

ak A

mp

el

17

.4 k

ms

3,6

63

,39

6$

6

4,4

00

$

3

,72

7,7

96

$

5,0

46

,00

0$

11

2,0

00

$

5,1

58

,00

0$

0.7

2

NR

00

5P

rek P

ne

ee

uk

Pra

k K

da

r 2

8.2

km

s

3,1

75

,54

6$

1

,00

3,6

40

$

4,1

79

,18

6$

7

,21

9,2

00

$

1

,68

5,4

00

$

8,9

04

,60

0$

0.4

7

NR

00

6A

Ba

k K

ha

en

gK

ran

g S

va

y 2

9.6

km

s

4,6

79

,16

8$

3

,96

9,8

60

$

8,6

49

,02

8$

7

,69

6,0

00

$

8

,46

4,4

00

$

16

,16

0,4

00

$

0.5

4

NR

00

6R

oka

Ka

on

g P

iP

ea

m 4

.3 k

ms

28

5,3

48

$

43

2,3

00

$

71

7,6

48

$

90

3,0

00

$

7

20

,50

0$

1

,62

3,5

00

$

0

.44

To

tal N

1:

Ma

in N

atio

na

l R

oa

ds

16

5.3

km

s

23

,10

1,9

14

$

7

,72

1,5

94

$

30

,82

3,5

08

$

4

3,1

72

,20

0$

1

5,5

39

,97

0$

58

,71

2,1

70

$

0.5

2

13

9,7

57

$

46

,71

3$

18

6,4

70

$

26

1,1

75

$

9

4,0

11

$

3

55

,18

6$

NR

02

1A

Ta

Kh

ma

oC

hre

y T

hu

m 7

5.1

km

s

2,3

04

,06

8$

2

,29

7,6

79

$

4,6

01

,74

7$

8

,86

1,8

00

$

5

,17

6,3

50

$

14

,03

8,1

50

$

0.3

3

NR

02

1B

Ta

Kh

ma

oC

hh

un

g L

ea

p 1

1.8

km

s

64

7,8

20

$

35

,76

0$

68

3,5

80

$

1,7

70

,00

0$

66

,60

0$

1,8

36

,60

0$

0.3

7

NR

04

2B

ae

k C

ha

nO

do

ng

k 2

4.3

km

s

1,4

86

,18

8$

2

50

,02

0$

1

,73

6,2

08

$

2,6

73

,00

0$

41

6,7

00

$

3,0

89

,70

0$

0.5

6

To

tal N

2:

Oth

er

Na

tio

na

l R

oa

ds

11

1.2

km

s

4,4

38

,07

6$

2

,58

3,4

59

$

7,0

21

,53

5$

1

3,3

04

,80

0$

5

,65

9,6

50

$

18

,96

4,4

50

$

0.3

7

39

,91

1$

23

,23

3$

63

,14

3$

11

9,6

47

$

5

0,8

96

$

1

70

,54

4$

RP

10

1N

R 0

01

Pk 5

9K

am

po

ng

Ko

ng

37

.4 k

ms

56

5,4

88

$

29

1,7

83

$

85

7,2

71

$

2,2

44

,00

0$

1,5

04

,03

1$

3

,74

8,0

31

$

0

.23

RP

10

4D

eykro

r H

orm

Ko

mp

on

g T

ou

l 9

.0 k

ms

22

1,4

00

$

5,5

00

$

22

6,9

00

$

90

0,0

00

$

1

2,5

00

$

9

12

,50

0$

0.2

5

RP

10

5S

iem

Re

ab

Ko

mp

on

g K

an

tou

t 6

.6 k

ms

22

6,3

80

$

99

,64

0$

32

6,0

20

$

46

2,0

00

$

1

84

,40

0$

6

46

,40

0$

0.5

0

RP

13

0P

rea

ek P

no

vP

hn

un

Ph

tea

h B

. 1

2.5

km

s

37

9,7

50

$

36

,40

0$

41

6,1

50

$

87

5,0

00

$

9

1,0

00

$

9

66

,00

0$

0.4

3

RP

EB

RB

assa

c R

ive

r R

oa

d 8

9.0

km

s

1,7

73

,41

4$

5

88

,79

0$

2

,36

2,2

04

$

5,4

73

,50

0$

2,4

34

,83

8$

7

,90

8,3

38

$

0

.30

RP

EM

RE

aste

rn M

eko

ng

Riv

er

Ro

ad

39

.5 k

ms

75

3,6

60

$

26

1,3

17

$

1,0

14

,97

7$

2

,37

0,0

00

$

1

,08

0,6

30

$

3,4

50

,63

0$

0.2

9

RP

PT

KP

rea

k T

am

ea

k t

o K

am

po

ng

2

1.0

km

s

39

5,6

40

$

13

8,9

28

$

53

4,5

68

$

1,2

60

,00

0$

57

4,5

12

$

1,8

34

,51

2$

0.2

9

RP

TP

RT

ror

Pa

ng

Ro

lou

ce

Ro

ad

2.9

km

s

91

,06

0$

19

,18

5$

11

0,2

45

$

29

0,0

00

$

7

9,3

37

$

3

69

,33

7$

0.3

0

RU

Urb

an

Ro

ad

s L

ate

rite

4.3

km

s

94

,51

4$

28

,44

7$

12

2,9

61

$

30

1,0

00

$

1

17

,63

8$

4

18

,63

8$

0.2

9

RU

Urb

an

Ro

ad

s M

aca

da

m 1

0.0

km

s

29

0,0

00

$

66

,15

6$

35

6,1

56

$

1,0

00

,00

0$

27

3,5

77

$

1,2

73

,57

7$

0.2

8

RU

Urb

an

Ro

ad

s A

/C 5

.6 k

ms

38

3,0

40

$

37

,04

7$

42

0,0

87

$

1,6

24

,00

0$

15

3,2

03

$

1,7

77

,20

3$

0.2

4

To

tal N

3:

Pro

vin

cia

l &

Urb

an

Ro

ad

s 2

37

.8 k

ms

5,1

74

,34

6$

1

,57

3,1

93

$

6,7

47

,53

9$

1

6,7

99

,50

0$

6

,50

5,6

66

$

23

,30

5,1

66

$

0.2

9

21

,75

9$

6,6

16

$

28

,37

5$

70

,64

6$

2

7,3

58

$

9

8,0

03

$

To

tal A

ll R

oa

ds

51

4.3

km

s

32

,71

4,3

36

$

1

1,8

78

,24

6$

44

,59

2,5

81

$

7

3,2

76

,50

0$

2

7,7

05

,28

6$

10

0,9

81

,78

6$

0.4

4

64

,00

0$

23

,00

0$

87

,00

0$

14

2,0

00

$

5

4,0

00

$

1

96

,00

0$

To

tal N

1:

Ma

in N

atio

na

l R

oa

ds

16

5.3

km

s

23

,10

1,9

14

$

7

,72

1,5

94

$

30

,82

3,5

08

$

4

3,1

72

,20

0$

1

5,5

39

,97

0$

58

,71

2,1

70

$

0.5

2

To

tal N

2:

Oth

er

Na

tio

na

l R

oa

ds

11

1.2

km

s

4,4

38

,07

6$

2

,58

3,4

59

$

7,0

21

,53

5$

1

3,3

04

,80

0$

5

,65

9,6

50

$

18

,96

4,4

50

$

0.3

7

To

tal N

3:

Pro

vin

cia

l R

oa

ds

23

7.8

km

s

5,1

74

,34

6$

1

,57

3,1

93

$

6,7

47

,53

9$

1

6,7

99

,50

0$

6

,50

5,6

66

$

23

,30

5,1

66

$

0.2

9

To

tal A

ll R

oa

ds

51

4.3

km

s

32

,71

4,3

36

$

8

6,7

05

$

4

4,5

92

,58

1$

73

,27

6,5

00

$

27

,70

5,2

86

$

1

00

,98

1,7

86

$

0

.44

Ma

xiu

mu

m A

sse

t

Va

lue

of

Ne

w

Dra

ina

ge

Str

uctu

res

Ma

xiu

mu

m A

sse

t

Va

lue

Va

lue

Ind

ex

Exis

tin

g A

sse

t V

alu

e

of

Dra

ina

ge

Str

uctu

res

To

tal E

xis

tin

g A

sse

t

Va

lue

Ma

xiu

mu

m A

sse

t

Va

lue

of

Ne

w R

oa

d

Str

uctu

reR

oa

d #

Fro

mT

o

Exis

tin

g A

sse

t V

alu

e

of

Ro

ad

Str

uctu

re

To

tal L

en

gth

of

Ro

ad

Km

s

Ro

ad

Va

lue

Kampong Cham Province National

Road & Bridge Condition Inventory

Details

Appendix

E

Cambodia: Strengthening Road Maintenance Planning and Management Capabilities Appendix E

Page E 1

KKKAAAMMMPPPOOONNNGGG CCCHHHAAAMMM PPPRRROOOVVVIIINNNCCCEEE

IIINNNVVVEEENNNTTTOOORRRYYY AAANNNDDD CCCOOONNNDDDIIITTTIIIOOONNN Kampong Cham Province is the most populated province in Cambodia with a population

of 1,609,000 in 1998. The land area of the province is 9,799 square kilometers. The field

survey work for Kampong Cham was completed in April 2002 and for Kampot in May

2002.The map of Kampong Cham Province showing the roads surveyed is shown in

Figure E 2.

NR 6 in Kampong Cham starts at the border of Kandal Province at PK 39+500 where

there are two bridges being rehabilitated using Japanese funds. The road was paved

with asphalt concrete in the 90’s up to PK 75+000 at Cheung Prey. This section is in

generally fair or good condition but is showing some cracks probably caused by

embankment settlement. Figure E 1 is taken in this stretch. NR 7 starts at PK 75+000.

From Cheung Prey north to the Kampong Thum border at PK 93+800, the road has a

double bituminous surface treatment (DBST) and is in poor to fair condition. The bridges

in this section are in bad condition are in need of serious rehabilitation.

Figure E 1: NR 6 at PK 58+000, Good Condition


Page E 2

Figure E 2: Kampong Cham Road Condition Map.


Page E 3

NR 7 as stated above starts at PK 75+000 on NR 6 at Cheung Prey. NR 7 is in fair to

good condition all the way to Kampong Cham Town at PK 123+000 where the new

Mekong River Bridge as shown in Figure E 3. This bridge was opened in late 2001 and

so is in excellent condition as is the road surface until Tonle Bet at PK 125+000. From

that station until the border at Krachen NR 7 is under construction. The first ten

kilometers is being funded by Japanese aid and the remainder the Asian Development

Bank.

Figure E 3: NR PK 123+000, the new Mekong River Bridge

NR 11 connects Kampong Cham with NR 1 at Neak Loang in Prey Veaeng Province.

The section in Kampong Cham Province starts at PK 129+000 and ends at PK 151+000

which is at the intersection of NR 7. This road is currently macadam pavement in poor to

bad condition but is now being rehabilitated as part of ADB funding. The will be

rehabilitated to DBST. Figure E 4 shows the existing condition.


Page E 4

Figure E 4: NR 11 with poor macadam pavement (now under construction)

NR 61 starts at the intersection of NR 6 near Thnol Keng and ends at Prek Kadam ferry

on Tonle Sap in Kandal Province. Kampong Cham PPWD is responsible for the whole of

NR 61 even though four kilometers of its length is in Kandal Province. The road is

macadam pavement in generally poor and bad condition. As the road forms a bund,

water flows away on both sides so there are no drainage structures. Figure E 5

demonstrates a typical section of NR 61.

Figure E 5: NR 61 at PK 8+630 showing numerous potholes


Page E 5

NR 62 starts at Sampong Chey on NR 6 and ends twenty kilometers later at NR 7 in

Prey Chhor. The road surface is laterite gravel in generally fair condition. Figure E 6

demonstrates the road.

Figure E 6: NR 62 has a laterite surface

NR 70 starts at NR 7 in Prey Chhor across from the end of NR 62. The road is macadam

in generally poor and bad condition as shown in Figure E 7. The road ends in Kang

Meas on the Mekong River.

Figure E 7: NR 70 PK 4+300 with very poor macadam pavement

NR 71 starts at Traeung on NR 7 and connects to NR 6 at Kampong Thma in Kampong

Thum Province. The road surface is macadam in poor and bad condition as shown in

Figure E 8.


Page E 6

Figure E 8: NR 71 PK 13+700 poor condition

NR 72 starts at Kraek on NR 7 and ends at the active Vietnam border crossing fourteen

kilometers later. The surface is laterite gravel in generally poor condition. Figure E 9 is a

picture taken at PK 1+900.

Figure E 9: NR 72 which serves an active Vietnam border crossing

NR 73 starts on NR 7 at Pratheat and connects up to the town on Chhloung in Krachen

Province on the Mekong River. The road has a generally fair laterite surface and has

recently been rehabilitated. Figure E 10 is taken at PK


Page E 7

Figure E 10: NR 73 at PK 46+900 is a rehabilitated laterite road

The length of the primary roads (N1 Roads) in Kampong Cham is 217 kilometers. The

length of the secondary roads (N2 Roads) is 247 kilometers. The provincial road system

(N3 Roads) in Kampong Cham consists of 418 kilometers whereas the original inventory

from the SweRoad “Cambodia Transport Rehabilitation Study” March 1995 had only 195

kilometers. The inventory list in the SweRoad Study was a starting point for the latest

inventory. During the meetings with the Kampong Cham Provincial Public Works

Department a complete list of all roads that are under their jurisdiction was complied.

These roads were then driven and a GPS track taken to confirm the location and length.

A number of these Provincial Roads did not have road numbers assigned.


Page E 8

Table E 1: List of Roads from PPWD Kampong Cham

Road # From To Length

Primary Highways

NR 006 Kandal Border Kampong Thom 52.0 kms

NR 007 Skun Kracheh Border 164.6 kms


Secondary National Roads

NR 011 Prey Veaeng Thnol Tor Toeung 22.0 kms

NR 061 Thnol Keng Prek Kadam 16.1 kms

NR 062 Prey Totoeung Bakhorm Village 20.2 kms

NR 070 Peam Chikang Prey Totoeung 13.4 kms

NR 071 Troeung Taprok 43.0 kms

NR 072 Chi Morn Vietnam Border 14.0 kms

NR 073 Pratheat Chlong 49.4 kms

NR … Veal Touch Mean Chey (NR 7) 69.2 kms


Provincial Roads

RP 222 Chamkar Leu Stueng Trang 33.0 kms

RP 223 Stueng Trang Peam Chikang 55.0 kms

RP 224 Cheuung Prey Paov Village 18.6 kms

RP 308 Tonle Bet Kracheh Border 73.0 kms

RP 311 Sam Rong Kracheh Border 25.0 kms

RP 312 Memot Market Sam Ling Highway 14.0 kms

RP 313 Memot School Vietnam Border 11.0 kms

RP … Sbaek Kueu Chey Nikon 10.0 kms

RP … Ponhea Kreak Vietnam Border 22.1 kms

RP … Kaong Kang Sovann Kom 15.2 kms

RP … Popel Chey Nikon 23.5 kms

RP … Anhehaeum Kandaol Chrum 26.1 kms

RP … Tboung Khirum Ou Reang Ov 29.5 kms

RU … Urban Roads Paved 30.7 kms

RU ... Urban Roads Laterite 31.9 kms


Total All Roads 882.5 kms

The Provincial Road component of this list consists mainly of laterite gravel roads with

the remainder being of penetration macadam or earth surface. The laterite surfaces of

many of the Provincial Roads in Kampong Cham have been recently rehabilitated and

so are in generally good condition. Figure E 11 shows a typical road which is RP 224

Cheuung Prey to Paov Village.


Page E 9

Figure E 11: RP 224 at PK 05+000, a recently rehabilitated laterite road.

Some of the Provincial Roads are in poor condition with earth surface. Figure E 12

shows a typical earth road RP 311 which is between Sam Roang and the Krachen

Border.

Figure E 12: RP 311 at PK 21+150, earth surface road.

Some bridges on the Provincial Roads are in very bad condition such the one shown in

Figure E 13 on RP 223


Page E 10

Figure E 13: RP 223 bridge in very poor condition at PK 12+500

Table E 2 summarizes the Condition of all the roads under the responsibility of the

Department of Public Works and Transport in Kampong Cham Province by kilometer.

Figure E 14 gives the percentage of each condition by road. Table E 3 summarizes the

numbers and type of drainage structures for each road. estimates the asset value of

these structures.



of Road

Kms 80 60 40 20 10 10

N1 Asphalt Concrete Surface 82.1 kms 3.6 kms 51.8 kms 22.8 kms 2.5 kms 0.4 kms 1.0 kms

N1 Surface Treated Roads 134.5 kms 5.2 kms 10.5 kms 2.7 kms 0.5 kms 115.6 kms

N1 Penetration Macadam 0.0 kms

N1 Laterite Gravel Roads 0.0 kms

N1 Earth Roads 0.0 kms


N2 Asphalt Concrete Surface 0.0 kms

N2 Surface Treated Roads 22.0 kms 22.0 kms

N2 Penetration Macadam 72.5 kms 0.3 kms 38.4 kms 33.8 kms

N2 Laterite Gravel Roads 152.8 kms 20.1 kms 98.3 kms 29.8 kms 4.5 kms




N3 Surface Treated Roads 0.0 kms

N3 Penetration Macadam 60.3 kms 14.2 kms 22.3 kms 6.2 kms 17.6 kms


N3 Earth Roads 98.0 kms 0.4 kms 46.2 kms 51.4 kms



3.6 kms 87.1 kms 355.0 kms 577.1 kms 726.4 kms 882.5 kms

Type

Table E 2: Condition by Kilometer in Kampong Cham


Page E 11

Ex

cell

en

t 2

5%

Exc

ellen

t 2%

Exce

llen

t 0%

Exce

llen

t 0%

Exce

llen

t 0%

Go

od

50

%

Go

od

26%

Go

od

8%

Go

od

2%

Go

od

9%

Fair

20

%

Fair

15%

Fair

40

%

Fa

ir 3

2%

Fair

30%

Po

or

3%

Po

or

2%

Po

or

28%

Po

or

36%

Po

or

25

%

Bad

0%

Bad

0%

Bad

15%

Bad

26%

Bad

17%

Un

der

Co

nstr

uc

tio

n 2

%

Un

de

r C

on

str

ucti

on

9%

Un

der

Co

nstr

ucti

on

4%

Un

der

Co

nstr

uc

tio

n 1

8%

Un

de

r C

on

str

ucti

on

54%

0%

10%

20%

30%

40%

50%

60%

70%

Ideal Condition N1 Roads N2 Roads N3 Roads Kampong Cham

National Roads

Figure E 14: Condition Chart of all National Roads in Kampong Cham

Table E 3: Drainage Structures Kampong Cham



of Road



Total N2: Other National Roads 247.3 kms 146 10 34 676 3,421



Road # From To

An estimated asset value was calculated for each road right-of-way, embankments,

pavement layers, drainage structures and bridges based on the condition of each using

the methods described in the Final Report. Using this as basis an estimate of the asset

value of the national road network in Kampong Cham is shown in Table E 4.

Table E 4: Estimated Asset Value of the National Roads in Kampong Cham

Road Type

Total Length

of Road Kms

Total Existing Asset

Value

Maxiumum Asset

Value

Value

Index

Average

Value per Km

Total N1: Main National Roads 216.6 kms 53,065,452$ 79,489,088$ 0.67 244,993$

Total N2: Other National Roads 247.3 kms 15,760,264$ 34,075,320$ 0.46 63,729$

Total N3: Provincial & Urban Roads 418.6 kms 15,671,647$ 35,665,970$ 0.44 37,438$

Total All National Roads 882.5 kms 84,497,363$ 149,230,378$ 0.57 95,748$

Kampong Cham Condition.xls



of Road

Kms 80 60 40 20 10 10

NR 006 Kandal Border Kampong Thom 52.0 kms 26.2 kms 20.1 kms 4.0 kms 0.7 kms 1.0 kms

NR 007 Skun Kracheh Border 164.6 kms 3.6 kms 30.7 kms 13.3 kms 1.2 kms 0.2 kms 115.6 kms


NR 011 Prey Veaeng Thnol Tor Toeung 22.0 kms 22.0 kms

NR 061 Thnol Keng Prek Kadam 16.1 kms 12.9 kms 3.2 kms

NR 062 Prey Totoeung Bakhorm Village 20.2 kms 2.2 kms 10.2 kms 7.8 kms 0.1 kms

NR 070 Peam Chikang Prey Totoeung 13.4 kms 4.6 kms 8.8 kms

NR 071 Troeung Taprok 43.0 kms 0.3 kms 20.9 kms 21.8 kms

NR 072 Chi Morn Vietnam Border 14.0 kms 0.5 kms 10.1 kms 3.4 kms

NR 073 Pratheat Chlong 49.4 kms 13.5 kms 31.1 kms 4.3 kms 0.4 kms

NR SL Veal Touch Mean Chey (NR 7) 69.2 kms 4.4 kms 56.5 kms 7.6 kms 0.6 kms


RP 222 Chamkar Leu Stueng Trang 33.0 kms 1.0 kms 17.6 kms 14.3 kms

RP 223 Stueng Trang Peam Chikang 55.0 kms 0.5 kms 18.1 kms 10.2 kms 8.5 kms 17.6 kms

RP 224 Cheuung Prey Paov Village 18.6 kms 0.8 kms 14.2 kms 2.7 kms 0.9 kms

RP 308 Tonle Bet Kracheh Border 73.0 kms 33.1 kms 39.9 kms

RP 311 Sam Rong Kracheh Border 25.0 kms 1.7 kms 10.6 kms 9.0 kms 3.8 kms

RP 312 Memot Market Sam Ling Highway 14.0 kms 0.3 kms 5.8 kms 7.9 kms

RP 313 Memot School Vietnam Border 11.0 kms 0.1 kms 7.3 kms 3.6 kms

RP X76 Sbaek Kueu Chey Nikon 10.0 kms 4.5 kms 2.5 kms 3.0 kms

RP XE1 Ponhea Kreak Vietnam Border 22.1 kms 1.8 kms 11.6 kms 4.2 kms 4.4 kms

RP XE2 Kaong Kang Sovann Kom 15.2 kms 0.5 kms 4.2 kms 5.6 kms 4.9 kms

RP P-C Popel Chey Nikon 23.5 kms 1.1 kms 12.6 kms 6.3 kms 3.5 kms

RP K-D Anhehaeum Kandaol Chrum 26.1 kms 10.4 kms 7.5 kms 8.2 kms

RR T-O Tboung Khirum Ou Reang Ov 29.5 kms 0.1 kms 23.7 kms 4.2 kms 1.5 kms

RU Urban Roads Paved 30.7 kms 12.3 kms 16.7 kms 1.7 kms




Accumlative 3.6 kms 87.1 kms 355.0 kms 577.1 kms 726.4 kms 882.5 kms



of Road

Kms

NR 006 Kandal Border Kampong Thom 52.0 kms 0% 50% 39% 8% 1% 2%

NR 007 Skun Kracheh Border 164.6 kms 2% 19% 8% 1% 0% 70%


NR 011 Prey Veaeng Thnol Tor Toeung 22.0 kms 0% 0% 0% 0% 0% 100%

NR 061 Thnol Keng Prek Kadam 16.1 kms 0% 0% 0% 80% 20% 0%

NR 062 Prey Totoeung Bakhorm Village 20.2 kms 0% 11% 50% 38% 0% 0%

NR 070 Peam Chikang Prey Totoeung 13.4 kms 0% 0% 0% 34% 66% 0%

NR 071 Troeung Taprok 43.0 kms 0% 0% 1% 49% 51% 0%

NR 072 Chi Morn Vietnam Border 14.0 kms 0% 0% 4% 72% 25% 0%

NR 073 Pratheat Chlong 49.4 kms 0% 27% 63% 9% 1% 0%

NR SL Veal Touch Mean Chey (NR 7) 69.2 kms 0% 6% 82% 11% 1% 0%

Total N2: Other National Roads 247.3 kms 0% 8% 40% 28% 15% 9%

RP 222 Chamkar Leu Stueng Trang 33.0 kms 0% 0% 3% 53% 43% 0%

RP 223 Stueng Trang Peam Chikang 55.0 kms 0% 1% 33% 19% 16% 32%

RP 224 Cheuung Prey Paov Village 18.6 kms 0% 4% 76% 15% 5% 0%

RP 308 Tonle Bet Kracheh Border 73.0 kms 0% 0% 0% 45% 55% 0%

RP 311 Sam Rong Kracheh Border 25.0 kms 0% 7% 42% 36% 15% 0%

RP 312 Memot Market Sam Ling Highway 14.0 kms 0% 0% 2% 41% 56% 0%

RP 313 Memot School Vietnam Border 11.0 kms 0% 0% 1% 66% 33% 0%

RP X76 Sbaek Kueu Chey Nikon 10.0 kms 0% 0% 45% 25% 30% 0%

RP XE1 Ponhea Kreak Vietnam Border 22.1 kms 0% 8% 52% 19% 20% 0%

RP XE2 Kaong Kang Sovann Kom 15.2 kms 0% 3% 28% 37% 32% 0%

RP P-C Popel Chey Nikon 23.5 kms 0% 5% 54% 27% 15% 0%

RP K-D Anhehaeum Kandaol Chrum 26.1 kms 0% 0% 40% 29% 31% 0%

RR T-O Tboung Khirum Ou Reang Ov 29.5 kms 0% 0% 80% 14% 5% 0%

RU Urban Roads Paved 30.7 kms 0% 0% 40% 54% 6% 0%

RU Urban Roads Laterite 31.9 kms 0% 0% 38% 50% 12% 0%

Total N3: Provincial & Urban Roads 418.6 kms 0% 2% 32% 36% 26% 4%


Road # From To

Road # From To

Totals







NR 007 Skun Kracheh Border 164.6 kms 49.0 kms 115.6 kms 0.0 kms 0.0 kms 0.0 kms


NR 011 Prey Veaeng Thnol Tor Toeung 22.0 kms 0.0 kms 22.0 kms 0.0 kms 0.0 kms 0.0 kms

NR 061 Thnol Keng Prek Kadam 16.1 kms 0.0 kms 0.0 kms 16.1 kms 0.0 kms 0.0 kms

NR 062 Prey Totoeung Bakhorm Village 20.2 kms 0.0 kms 0.0 kms 0.0 kms 20.2 kms 0.0 kms

NR 070 Peam Chikang Prey Totoeung 13.4 kms 0.0 kms 0.0 kms 13.4 kms 0.0 kms 0.0 kms

NR 071 Troeung Taprok 43.0 kms 0.0 kms 0.0 kms 43.0 kms 0.0 kms 0.0 kms

NR 072 Chi Morn Vietnam Border 14.0 kms 0.0 kms 0.0 kms 0.0 kms 14.0 kms 0.0 kms

NR 073 Pratheat Chlong 49.4 kms 0.0 kms 0.0 kms 0.0 kms 49.4 kms 0.0 kms

NR SL Veal Touch Mean Chey (NR 7) 69.2 kms 0.0 kms 0.0 kms 0.0 kms 69.2 kms 0.0 kms


RP 222 Chamkar Leu Stueng Trang 33.0 kms 0.0 kms 0.0 kms 7.6 kms 25.4 kms 0.0 kms


RP 224 Cheuung Prey Paov Village 18.6 kms 0.0 kms 0.0 kms 0.0 kms 18.6 kms 0.0 kms

RP 308 Tonle Bet Kracheh Border 73.0 kms 0.0 kms 0.0 kms 0.0 kms 0.0 kms 73.0 kms

RP 311 Sam Rong Kracheh Border 25.0 kms 0.0 kms 0.0 kms 0.0 kms 25.0 kms 0.0 kms

RP 312 Memot Market Sam Ling Highway 14.0 kms 0.0 kms 0.0 kms 0.0 kms 0.0 kms 14.0 kms

RP 313 Memot School Vietnam Border 11.0 kms 0.0 kms 0.0 kms 0.0 kms 0.0 kms 11.0 kms

RP X76 Sbaek Kueu Chey Nikon 10.0 kms 0.0 kms 0.0 kms 0.0 kms 10.0 kms 0.0 kms

RP XE1 Ponhea Kreak Vietnam Border 22.1 kms 0.0 kms 0.0 kms 0.0 kms 22.1 kms 0.0 kms

RP XE2 Kaong Kang Sovann Kom 15.2 kms 0.0 kms 0.0 kms 0.0 kms 15.2 kms 0.0 kms

RP P-C Popel Chey Nikon 23.5 kms 0.0 kms 0.0 kms 0.0 kms 23.5 kms 0.0 kms

RP K-D Anhehaeum Kandaol Chrum 26.1 kms 0.0 kms 0.0 kms 0.0 kms 26.1 kms 0.0 kms

RR T-O Tboung Khirum Ou Reang Ov 29.5 kms 0.0 kms 0.0 kms 0.0 kms 29.5 kms 0.0 kms

RU Urban Roads Pave 30.7 kms 0.0 kms 0.0 kms 30.7 kms 0.0 kms 0.0 kms

RU Urban Roads Later 31.9 kms 0.0 kms 0.0 kms 0.0 kms 31.9 kms 0.0 kms



Accumlative


Length % % % % %



NR 006 Kandal Border Kampong Thom 52.0 kms 64% 36% 0% 0% 0%

NR 007 Skun Kracheh Border 164.6 kms 30% 70% 0% 0% 0%


NR 011 Prey Veaeng Thnol Tor Toeung 22.0 kms 0% 100% 0% 0% 0%

NR 061 Thnol Keng Prek Kadam 16.1 kms 0% 0% 100% 0% 0%

NR 062 Prey Totoeung Bakhorm Village 20.2 kms 0% 0% 0% 100% 0%

NR 070 Peam Chikang Prey Totoeung 13.4 kms 0% 0% 100% 0% 0%

NR 071 Troeung Taprok 43.0 kms 0% 0% 100% 0% 0%

NR 072 Chi Morn Vietnam Border 14.0 kms 0% 0% 0% 100% 0%

NR 073 Pratheat Chlong 49.4 kms 0% 0% 0% 100% 0%

NR SL Veal Touch Mean Chey (NR 7) 69.2 kms 0% 0% 0% 100% 0%


RP 222 Chamkar Leu Stueng Trang 33.0 kms 0% 0% 23% 77% 0%

RP 223 Stueng Trang Peam Chikang 55.0 kms 0% 0% 40% 60% 0%

RP 224 Cheuung Prey Paov Village 18.6 kms 0% 0% 0% 100% 0%

RP 308 Tonle Bet Kracheh Border 73.0 kms 0% 0% 0% 0% 100%

RP 311 Sam Rong Kracheh Border 25.0 kms 0% 0% 0% 100% 0%

RP 312 Memot Market Sam Ling Highway 14.0 kms 0% 0% 0% 0% 100%

RP 313 Memot School Vietnam Border 11.0 kms 0% 0% 0% 0% 100%

RP X76 Sbaek Kueu Chey Nikon 10.0 kms 0% 0% 0% 100% 0%

RP XE1 Ponhea Kreak Vietnam Border 22.1 kms 0% 0% 0% 100% 0%

RP XE2 Kaong Kang Sovann Kom 15.2 kms 0% 0% 0% 100% 0%

RP P-C Popel Chey Nikon 23.5 kms 0% 0% 0% 100% 0%

RP K-D Anhehaeum Kandaol Chrum 26.1 kms 0% 0% 0% 100% 0%

RR T-O Tboung Khirum Ou Reang Ov 29.5 kms 0% 0% 0% 100% 0%

RU Urban Roads Pave 30.7 kms 0% 0% 100% 0% 0%

RU Urban Roads Paved 30.7 kms 0% 0% 100% 0% 0%

RU Urban Roads Laterite 31.9 kms 0% 0% 0% 100% 0%


Road # From To

Road # From To

Surfaces




of Road

Kms 80 60 40 20 10 10


NR 007 Skun Kracheh Border 164.6 kms 3.6 kms 30.7 kms 13.3 kms 1.2 kms 0.2 kms









NR SL Veal Touch Mean Chey (NR 7) 69.2 kms









RP X76 Sbaek Kueu Chey Nikon 10.0 kms

RP XE1 Ponhea Kreak Vietnam Border 22.1 kms

RP XE2 Kaong Kang Sovann Kom 15.2 kms

RP P-C Popel Chey Nikon 23.5 kms

RP K-D Anhehaeum Kandaol Chrum 26.1 kms

RR T-O Tboung Khirum Ou Reang Ov 29.5 kms

RU Urban Roads Pave 30.7 kms

RU Urban Roads Later 31.9 kms



Accumlative 3.6 kms 55.4 kms 78.2 kms 80.7 kms 81.1 kms 82.1 kms



of Road

Kms

NR 006 Kandal Border Kampong Thom 52.0 kms 64% 29% 4% 0% 3%

NR 007 Skun Kracheh Border 164.6 kms 7% 63% 27% 2% 1%




























Road # From To

Road # From To

AC Paved




of Road

Kms 80 60 40 20 10 10

NR 006 Kandal Border Kampong Thom 52.0 kms 5.2 kms 10.5 kms 2.7 kms 0.5 kms

NR 007 Skun Kracheh Border 164.6 kms 115.6 kms










Total N2: Other National Roads 247.3 kms 22.0 kms


















Accumlative 5.2 kms 15.7 kms 18.4 kms 18.9 kms 156.5 kms



of Road

Kms

NR 006 Kandal Border Kampong Thom 52.0 kms 27% 56% 14% 3%

NR 007 Skun Kracheh Border 164.6 kms 100%


NR 011 Prey Veaeng Thnol Tor Toeung 22.0 kms 100%








Total N2: Other National Roads 178.1 kms 100%


















Road # From To

Road # From To

Surface Treatment


Total Excellent Good Fair Poor Bad Under Total Length

Length 5 4 3 2 1 Construction Macadam

of Road

Kms 80 60 40 20 10 10

NR 006 Kandal Border Kampong Thom 52.0 kms 0.0 kms




NR 061 Thnol Keng Prek Kadam 16.1 kms 12.9 kms 3.2 kms 16.1 kms

NR 062 Prey Totoeung Bakhorm Village 20.2 kms 0.0 kms

NR 070 Peam Chikang Prey Totoeung 13.4 kms 4.6 kms 8.8 kms 13.4 kms

NR 071 Troeung Taprok 43.0 kms 0.3 kms 20.9 kms 21.8 kms 43.0 kms

NR 072 Chi Morn Vietnam Border 14.0 kms 0.0 kms

NR 073 Pratheat Chlong 49.4 kms 0.0 kms

NR SL Veal Touch Mean Chey (NR 7) 69.2 kms 0.0 kms


RP 222 Chamkar Leu Stueng Trang 33.0 kms 0.1 kms 3.3 kms 4.2 kms 7.6 kms


RP 224 Cheuung Prey Paov Village 18.6 kms 0.0 kms

RP 308 Tonle Bet Kracheh Border 73.0 kms 0.0 kms

RP 311 Sam Rong Kracheh Border 25.0 kms 0.0 kms

RP 312 Memot Market Sam Ling Highway 14.0 kms 0.0 kms

RP 313 Memot School Vietnam Border 11.0 kms 0.0 kms

RP X76 Sbaek Kueu Chey Nikon 10.0 kms 0.0 kms

RP XE1 Ponhea Kreak Vietnam Border 22.1 kms 0.0 kms

RP XE2 Kaong Kang Sovann Kom 15.2 kms 0.0 kms

RP P-C Popel Chey Nikon 23.5 kms 0.0 kms

RP K-D Anhehaeum Kandaol Chrum 26.1 kms 0.0 kms

RR T-O Tboung Khirum Ou Reang Ov 29.5 kms 0.0 kms

RU Urban Roads Pave 30.7 kms 12.3 kms 16.7 kms 1.7 kms 30.7 kms

RU Urban Roads Later 31.9 kms 0.0 kms



Accumlative 14.5 kms 75.2 kms 115.2 kms 132.8 kms



of Road

Kms





NR 061 Thnol Keng Prek Kadam 16.1 kms 80% 20% 100%


NR 070 Peam Chikang Prey Totoeung 13.4 kms 34% 66% 100%

NR 071 Troeung Taprok 43.0 kms 1% 49% 51% 100%





RP 222 Chamkar Leu Stueng Trang 33.0 kms 2% 43% 55% 23%













RU Urban Roads Pave 30.7 kms 40% 54% 6% 100%




Road # From To

Road # From To

Macadam



Length 5 4 3 2 1 Construction Laterite

of Road

Kms 80 60 40 20 10 10





NR 061 Thnol Keng Prek Kadam 16.1 kms 0.0 kms

NR 062 Prey Totoeung Bakhorm Village 20.2 kms 2.2 kms 10.2 kms 7.8 kms 0.1 kms 20.2 kms

NR 070 Peam Chikang Prey Totoeung 13.4 kms 0.0 kms

NR 071 Troeung Taprok 43.0 kms 0.0 kms

NR 072 Chi Morn Vietnam Border 14.0 kms 0.5 kms 10.1 kms 3.4 kms 14.0 kms

NR 073 Pratheat Chlong 49.4 kms 13.5 kms 31.1 kms 4.3 kms 0.4 kms 49.4 kms

NR SL Veal Touch Mean Chey (NR 7) 69.2 kms 4.4 kms 56.5 kms 7.6 kms 0.6 kms 69.2 kms


RP 222 Chamkar Leu Stueng Trang 33.0 kms 0.9 kms 14.3 kms 10.1 kms 25.4 kms


RP 224 Cheuung Prey Paov Village 18.6 kms 0.8 kms 14.2 kms 2.7 kms 0.9 kms 18.6 kms

RP 308 Tonle Bet Kracheh Border 73.0 kms 0.0 kms

RP 311 Sam Rong Kracheh Border 25.0 kms 1.7 kms 10.6 kms 9.0 kms 3.8 kms 25.0 kms

RP 312 Memot Market Sam Ling Highway 14.0 kms 0.0 kms

RP 313 Memot School Vietnam Border 11.0 kms 0.0 kms

RP X76 Sbaek Kueu Chey Nikon 10.0 kms 4.5 kms 2.5 kms 3.0 kms 10.0 kms

RP XE1 Ponhea Kreak Vietnam Border 22.1 kms 1.8 kms 11.6 kms 4.2 kms 4.4 kms 22.1 kms

RP XE2 Kaong Kang Sovann Kom 15.2 kms 0.5 kms 4.2 kms 5.6 kms 4.9 kms 15.2 kms

RP P-C Popel Chey Nikon 23.5 kms 1.1 kms 12.6 kms 6.3 kms 3.5 kms 23.5 kms

RP K-D Anhehaeum Kandaol Chrum 26.1 kms 10.4 kms 7.5 kms 8.2 kms 26.1 kms

RR T-O Tboung Khirum Ou Reang Ov 29.5 kms 0.1 kms 23.7 kms 4.2 kms 1.5 kms 29.5 kms

RU Urban Roads Pave 30.7 kms 0.0 kms

RU Urban Roads Later 31.9 kms 12.1 kms 16.0 kms 3.8 kms 31.9 kms






of Road

Kms






NR 062 Prey Totoeung Bakhorm Village 20.2 kms 11% 50% 38% 0% 100%



NR 072 Chi Morn Vietnam Border 14.0 kms 4% 72% 25% 100%

NR 073 Pratheat Chlong 49.4 kms 27% 63% 9% 1% 100%

NR SL Veal Touch Mean Chey (NR 7) 69.2 kms 6% 82% 11% 1% 100%


RP 222 Chamkar Leu Stueng Trang 33.0 kms 4% 56% 40% 77%


RP 224 Cheuung Prey Paov Village 18.6 kms 4% 76% 15% 5% 100%


RP 311 Sam Rong Kracheh Border 25.0 kms 7% 42% 36% 15% 100%



RP X76 Sbaek Kueu Chey Nikon 10.0 kms 45% 25% 30% 100%

RP XE1 Ponhea Kreak Vietnam Border 22.1 kms 8% 52% 19% 20% 100%

RP XE2 Kaong Kang Sovann Kom 15.2 kms 3% 28% 37% 32% 100%

RP P-C Popel Chey Nikon 23.5 kms 5% 54% 27% 15% 100%

RP K-D Anhehaeum Kandaol Chrum 26.1 kms 40% 29% 31% 100%

RR T-O Tboung Khirum Ou Reang Ov 29.5 kms 0% 80% 14% 5% 100%


RU Urban Roads Later 31.9 kms 38% 50% 12% 100%



Road # From To

Road # From To

Laterite



Length 5 4 3 2 1 Construction Earth

of Road

Kms 80 60 40 20 10 10





NR 061 Thnol Keng Prek Kadam 16.1 kms 0.0 kms

NR 062 Prey Totoeung Bakhorm Village 20.2 kms 0.0 kms

NR 070 Peam Chikang Prey Totoeung 13.4 kms 0.0 kms

NR 071 Troeung Taprok 43.0 kms 0.0 kms

NR 072 Chi Morn Vietnam Border 14.0 kms 0.0 kms

NR 073 Pratheat Chlong 49.4 kms 0.0 kms

NR SL Veal Touch Mean Chey (NR 7) 69.2 kms 0.0 kms


RP 222 Chamkar Leu Stueng Trang 33.0 kms 0.0 kms

RP 223 Stueng Trang Peam Chikang 55.0 kms 0.0 kms

RP 224 Cheuung Prey Paov Village 18.6 kms 0.0 kms

RP 308 Tonle Bet Kracheh Border 73.0 kms 33.1 kms 39.9 kms 73.0 kms

RP 311 Sam Rong Kracheh Border 25.0 kms 0.0 kms

RP 312 Memot Market Sam Ling Highway 14.0 kms 0.3 kms 5.8 kms 7.9 kms 14.0 kms

RP 313 Memot School Vietnam Border 11.0 kms 0.1 kms 7.3 kms 3.6 kms 11.0 kms

RP X76 Sbaek Kueu Chey Nikon 10.0 kms 0.0 kms

RP XE1 Ponhea Kreak Vietnam Border 22.1 kms 0.0 kms

RP XE2 Kaong Kang Sovann Kom 15.2 kms 0.0 kms

RP P-C Popel Chey Nikon 23.5 kms 0.0 kms

RP K-D Anhehaeum Kandaol Chrum 26.1 kms 0.0 kms

RR T-O Tboung Khirum Ou Reang Ov 29.5 kms 0.0 kms

RU Urban Roads Pave 30.7 kms 0.0 kms

RU Urban Roads Later 31.9 kms 0.0 kms






of Road

Kms
















RP 308 Tonle Bet Kracheh Border 73.0 kms 45% 55% 100%


RP 312 Memot Market Sam Ling Highway 14.0 kms 2% 41% 56% 100%

RP 313 Memot School Vietnam Border 11.0 kms 1% 66% 33% 100%











Road # From To

Road # From To

Earth


Total

Length Pipe Box Bridges Bridges Bridges

of Road Culverts Culverts Number Length Area


NR 006 Kandal Border Kampong Thom 52.0 kms 42 2 13 489 4,394

NR 007 Skun Kracheh Border 164.6 kms 25 1 10 1,565 18,715


NR 011 Prey Veaeng Thnol Tor Toeung 22.0 kms 21 1 1 27 140

NR 061 Thnol Keng Prek Kadam 16.1 kms 0 0 0 0 0

NR 062 Prey Totoeung Bakhorm Village 20.2 kms 44 2 8 51 230

NR 070 Peam Chikang Prey Totoeung 13.4 kms 8 0 3 264 1,095

NR 071 Troeung Taprok 43.0 kms 11 0 2 32 217

NR 072 Chi Morn Vietnam Border 14.0 kms 16 0 1 22 108

NR 073 Pratheat Chlong 49.4 kms 45 7 5 168 801

NR SL Veal Touch Mean Chey (NR 7) 69.2 kms 1 0 14 114 831


RP 222 Chamkar Leu Stueng Trang 33.0 kms 33 4 11 99 475

RP 223 Stueng Trang Peam Chikang 55.0 kms 31 25 18 751 3,380

RP 224 Cheuung Prey Paov Village 18.6 kms 18 0 2 16 83

RP 308 Tonle Bet Kracheh Border 73.0 kms 0 0 0 0 0

RP 311 Sam Rong Kracheh Border 25.0 kms 70 2 3 21 85

RP 312 Memot Market Sam Ling Highway 14.0 kms 0 0 0 0 0

RP 313 Memot School Vietnam Border 11.0 kms 0 0 0 0 0

RP X76 Sbaek Kueu Chey Nikon 10.0 kms 27 1 0 0 0

RP XE1 Ponhea Kreak Vietnam Border 22.1 kms 30 7 0 0 0

RP XE2 Kaong Kang Sovann Kom 15.2 kms 37 11 3 27 127

RP P-C Popel Chey Nikon 23.5 kms 21 4 3 77 352

RP K-D Anhehaeum Kandaol Chrum 26.1 kms 55 9 0 0 0

RR T-O Tboung Khirum Ou Reang Ov 29.5 kms 26 5 4 97 442

RU Urban Roads Paved 30.7 kms 27 6 4 101 460




Accumlative







of Road






Road # From To

Road # From To

Drainage

Kam

pong C

ham

Conditio

n.x

ls

Estim

ate

d V

alu

e o

f th

e N

atio

na

l R

oa

ds in

Ka

mp

on

g C

ha

m P

rovin

ce

NR

006

Kandal B

ord

er

Kam

pong T

hom

52.0

km

s

9,6

49,4

76

$

3,2

54,7

48

$

12,9

04,2

24

$

14,1

34,3

51

$

4,5

78,6

20

$

18,7

12,9

71

$

0.6

9

NR

007

Skun

Kra

cheh B

ord

er

164.6

km

s

21,7

27,7

84

$

18,4

33,4

44

$

40,1

61,2

28

$

41,9

54,9

36

$

18

,821,1

80

$

60,7

76,1

16

$

0.6

6

Tota

l N

1: M

ain

National R

oads

216.6

km

s

31,3

77,2

60

$

21,6

88,1

92

$

53,0

65,4

52

$

56,0

89,2

88

$

23

,399,8

00

$

79,4

89,0

88

$

0.6

7

144,8

63

$

100,1

30

$

244,9

93

$

258,9

53

$

108,0

32

$

366,9

86

$

NR

011

Pre

y V

eaeng

Thnol T

or

Toeung

22.0

km

s

770,0

00

$

90,0

08

$

860,0

08

$

3,0

80,0

00

$

188,4

20

$

3,2

68,4

20

$

0.2

6

NR

061

Thnol K

eng

Pre

k K

adam

16.1

km

s

869,7

53

$

-

$

869,7

53

$

2,4

15,0

00

$

-$

2,4

15,0

00

$

0.3

6

NR

062

Pre

y T

oto

eung

Bakhorm

Vill

age

20.2

km

s

1,2

06,5

84

$

205,0

32

$

1,4

11,6

16

$

2,2

22,0

00

$

341,7

20

$

2,5

63,7

20

$

0.5

5

NR

070

Peam

Chik

ang

Pre

y T

oto

eung

13.4

km

s

540,0

58

$

710,2

72

$

1,2

50,3

30

$

2,0

10,0

00

$

899,4

40

$

2,9

09,4

40

$

0.4

3

NR

071

Tro

eung

Tapro

k 4

3.0

km

s

1,9

36,2

10

$

45,5

60

$

1,9

81,7

70

$

6,4

50,0

00

$

205,5

00

$

6,6

55,5

00

$

0.3

0

NR

072

Chi M

orn

Vie

tnam

Bord

er

14.0

km

s

551,3

05

$

58,7

60

$

610,0

65

$

1,5

40,0

00

$

132,4

00

$

1,6

72,4

00

$

0.3

6

NR

073

Pra

theat

Chlo

ng

49.4

km

s

3,4

45,4

49

$

460,7

56

$

3,9

06,2

05

$

5,4

34,0

00

$

877,5

40

$

6,3

11,5

40

$

0.6

2

NR

SL

Veal T

ouch

Mean C

hey (

NR

7)

69.2

km

s

4,4

70,1

36

$

400,3

80

$

4,8

70,5

16

$

7,6

12,0

00

$

667,3

00

$

8,2

79,3

00

$

0.5

9

Tota

l N

2: O

ther

National R

oads

247.3

km

s

13,7

89,4

96

$

1,9

70,7

68

$

15,7

60,2

64

$

30,7

63,0

00

$

3,3

12,3

20

$

34,0

75,3

20

$

0.4

6

55,7

60

$

7,9

69

$

63,7

29

$

124,3

95

$

13,3

94

$

137,7

89

$

RP

222

Cham

kar

Leu

Stu

eng T

rang

33.0

km

s

805,3

33

$

193,0

74

$

998,4

08

$

2,5

39,3

92

$

417,3

14

$

2,9

56,7

06

$

0.3

4

RP

223

Stu

eng T

rang

Peam

Chik

ang

55.0

km

s

2,1

36,8

27

$

1,1

14,0

94

$

3,2

50,9

21

$

4,5

07,4

62

$

2,4

17,7

90

$

6,9

25,2

52

$

0.4

7

RP

224

Cheuung P

rey

Paov V

illage

18.6

km

s

727,9

88

$

56,9

09

$

784,8

97

$

1,3

02,0

00

$

94,8

48

$

1,3

96,8

48

$

0.5

6

RP

308

Tonle

Bet

Kra

cheh B

ord

er

73.0

km

s

1,2

72,9

71

$

-$

1,2

72,9

71

$

4,3

80,0

00

$

-$

4,3

80,0

00

$

0.2

9

RP

311

Sam

Rong

Kra

cheh B

ord

er

25.0

km

s

841,4

70

$

143,5

76

$

985,0

46

$

1,7

50,0

00

$

250,8

14

$

2,0

00,8

14

$

0.4

9

RP

312

Mem

ot M

ark

et

Sam

Lin

g H

ighw

ay

14.0

km

s

245,3

66

$

-

$

245,3

66

$

840,0

00

$

-$

840,0

00

$

0.2

9

RP

313

Mem

ot S

chool

Vie

tnam

Bord

er

11.0

km

s

222,2

82

$

-

$

222,2

82

$

660,0

00

$

-$

660,0

00

$

0.3

4

RP

X76

Sbaek K

ueu

Chey N

ikon

10.0

km

s

300,3

96

$

48,0

00

$

348,3

96

$

700,0

00

$

80,0

00

$

780,0

00

$

0.4

5

RP

XE

1P

onhea K

reak

Vie

tnam

Bord

er

22.1

km

s

770,6

85

$

97,5

00

$

868,1

85

$

1,5

47,0

00

$

162,5

00

$

1,7

09,5

00

$

0.5

1

RP

XE

2K

aong K

ang

Sovann K

om

15.2

km

s

428,7

68

$

183,5

83

$

612,3

51

$

1,0

64,0

00

$

305,9

72

$

1,3

69,9

72

$

0.4

5

RP

P-C

Popel

Chey N

ikon

23.5

km

s

817,4

61

$

155,8

80

$

973,3

41

$

1,6

45,0

00

$

316,4

94

$

1,9

61,4

94

$

0.5

0

RP

K-D

Anhehaeum

Kandaol C

hru

m 2

6.1

km

s

761,5

14

$

150,0

00

$

911,5

14

$

1,8

27,0

00

$

250,0

00

$

2,0

77,0

00

$

0.4

4

RR

T-O

Tboung K

hirum

Ou R

eang O

v 2

9.5

km

s

1,1

38,0

39

$

195,6

79

$

1,3

33,7

18

$

2,0

65,0

00

$

397,3

00

$

2,4

62,3

00

$

0.5

4

RU

Urb

an R

oads P

aved

30.7

km

s

1,4

39,6

96

$

203,6

40

$

1,6

43,3

36

$

3,0

70,0

00

$

413,4

62

$

3,4

83,4

62

$

0.4

7

RU

Urb

an R

oads L

ate

rit e

31.9

km

s

1,0

09,3

16

$

211,5

99

$

1,2

20,9

15

$

2,2

33,0

00

$

429,6

23

$

2,6

62,6

23

$

0.4

6

Tota

l N

3: P

rovin

cia

l &

Urb

an R

oads

418.6

km

s

12,9

18,1

12

$

2,7

53,5

35

$

15,6

71,6

47

$

30,1

29,8

53

$

5,5

36,1

17

$

35,6

65,9

70

$

0.4

4

30,8

60

$

6,5

78

$

37,4

38

$

71,9

78

$

13,2

25

$

85,2

03

$

Tota

l A

ll R

oads

882.5

km

s

58,0

84,8

68

$

26,4

12,4

95

$

84,4

97,3

63

$

11

6,9

82,1

41

$

32

,248,2

37

$

14

9,2

30,3

78

$

0.5

7

65,8

19

$

29,9

29

$

95,7

48

$

132,5

58

$

36,5

42

$

169,1

00

$

Asse

t V

alu

e o

f a

ll N

atio

na

l R

oa

ds

88

3 k

ms

58

,08

4,8

68

$

26,4

12,4

95

$

84,4

97,3

63

$

1

16

,98

2,1

41

$

32

,24

8,2

37

$

149,2

30,3

78

$

0.5

7

Ave

rag

e V

alu

e o

f a

ll N

atio

na

l R

oa

ds

66

,00

0$

3

0,0

00

$

96

,00

0$

13

3,0

00

$

37

,00

0$

1

69

,00

0$

Exis

ting A

sset V

alu

e

of D

rain

age

Str

uctu

res

Road #

Fro

mT

o

Exis

ting A

sset V

alu

e

of R

oad S

tructu

re

Tota

l Length

of R

oad K

ms

Valu

e

Index

Tota

l E

xis

ting A

sset

Valu

e

Maxiu

mu

m A

sset

Valu

e o

f N

ew

Road

Str

uctu

re

Maxiu

mu

m A

sset

Valu

e o

f N

ew

Dra

inage S

tructu

res

Maxiu

mu

m A

sset

Va

lue

Road V

alu

e

Kampot Province National Road &

Bridge Condition Inventory Details

Appendix

F

Cambodia: Strengthening Road Maintenance Planning and Management Capabilities Appendix F

Page F 1

KKKAAAMMMPPPOOOTTT IIINNNVVVEEENNNTTTOOORRRYYY AAANNNDDD

CCCOOONNNDDDIIITTTIIIOOONNN SSSUUURRRVVVEEEYYY The field survey work for Kampot was completed in May 2002. The map of Kampot

Province showing the roads surveyed is in Figure F 2.

NR 3 is the only primary highway in Kampot starts at the border of Takaev Province at

PK 96+000 and leaves Kampot at PK 180+000 at the Sihanuokville Province border.

The road has a penetration macadam surface in generally fair condition but some poor

stretches. Figure F 1 is taken at PK 119+800. There is a very old long bridge in Kampot

that is due for replacement using Korean funds.

Figure F 1: NR 3 at PK 119+800 typical condition of road & bridge

NR 31 starts on NR 3 at Doun Tuot. The first five kilometers of this road is actually in

Takaev Province but is looked after by Kampot PPWD. This road is in very bad condition

and requires rehabilitation as shown in Figure F 3.


Page F 2

Figure F 2: Kampot Road Condition Map.


Page F 3

Figure F 3: NR 31 PK 28+570 the macadam pavement is in very bad condition

NR 32 serves the old hill station of Bokou and starts on NR 3 approximately 10

kilometers west of Kampot Town. The road is very narrow and in poor condition as

shown in Figure F 4.

Figure F 4: NR 32 at PK 21+250 narrow macadam pavement in poor condition

NR 33 starts in Kampot Town and serves Krong Kaeb and the Vietnam border post at

Thkov. The road can divided into three distinct sections. The first section from PK 0+000

to PK 22+000 which is just east of the intersection of NR 33A in Krong Kaeb has an

older penetration macadam surface which has been maintained in fair condition as

shown Figure F 5 is at PK 12+300.


Page F 4

Figure F 5: NR 33 at PK 12+300

The next section from PK 22+000 to PK 35+000 has not been maintained and thus in

very poor to bad condition. Figure F 6 taken at PK 29+200 demonstrates the poor

condition of the road. Please note that traffic has created a new track to the right of the

road because of the broken macadam road is so difficult to drive on.

Figure F 6: NR 33 at PK 29+200 very poor road.

The third section from Kampong Trach to the Vietnam Border is a rehabilitated laterite

road in good to fair condition. Please see Figure F 7 taken at PK 47+500.


Page F 5

Figure F 7: NR 33 at PK 47+500 with a recent laterite surface

NR 33A starts on NR 33 and loops around the Province of Krong Kaeb serving the old

tourist resort. The first half is in fair condition as shown in Figure F 8 but the second half

has been neglected so is in poor condition as shown in Figure F 9. This is a good

practicable example of the value of maintenance in retaining the asset value of roads.

Figure F 8: NR 33A in Krong Kaeb PK 6+400 in fair condition


Page F 6

Figure F 9: NR 33A in Krong Keab PK 18+600 in poor condition

The length of the primary roads (N1 Roads) in Kampot is 84 kilometers. The length of

the secondary roads (N2 Roads) is 159 kilometers. The provincial road system (N3

Roads) in Kampot consists of 409 kilometers whereas the original inventory from the

SweRoad “Cambodia Transport Rehabilitation Study” March 1995 had only 210

kilometers. The inventory list in the SweRoad Study was just a starting point for the

latest inventory. During the meetings with the Kampot Provincial Public Works

Department a complete list of all roads that are under their jurisdiction was complied.

These roads were then driven and a GPS track taken to confirm the location and length.

A number of these Provincial Roads did not have road numbers assigned.


Page F 7

Table F 1: List of Roads from PPWD Kampot

Road # From To Length

Primary Highways

NR 003 Takaen Border Sihanoulville Border 84.0 kms



NR 031 Kus Kampong Trach 55.0 kms

NR 032 Polous Boukou 33.5 kms

NR 033 Kampot Town Luxsonn (VN Border) 51.7 kms

NR 033A Sef Sor Dn. Chang Oeur 18.3 kms


Provincial Roads

RP 113 Pratheat Phnom Pa Ta Suy 13.0 kms

RP 114 Tany (NR 31) Takaev Border 6.9 kms

RP 115 Chnok Damnak Chambak 20.5 kms

RP 116 PK 126 + 500 Pr. Tuk Meas 4.2 kms

RP 117 PK 134 + 000 Tonn Honn 12.2 kms

RP 118 Angko Meas Kampong Trach 29.6 kms

RP 119 PK 153+200 (NR 33) PB.Romeas 12.3 kms

RP 120 PK 153+200 (NR 33) Phn. Pau(Kp) 6.6 kms

RP 121 Kampot Town Tek Chhou 11.6 kms

RP 122 Ou Touch Kampot Town 4.2 kms

RP 123 PK 148 + 720 (NR 3) Kampot Town 19.5 kms

RP 124 Phnum L'ang Tuek Srae Chaeng 41.8 kms

RP … Tropeang Thokv Ban La Sait 6.5 kms

RP … Wat Stueng Snay Anchit (RP 124) 21.2 kms

RP … Chhuk Samraong 30.1 kms

RP … Chhuk Chum Kiri 11.0 kms

RP … Treuy Koh Phnom Dong 8.0 kms

RP … Loang Taken Commune 35.2 kms

RP … Don Soy Tropeang Phleang 20.7 kms

RP … Pk 142 NR 3 RP 123 4.5 kms

RP … Tany (NR 31) Tram Sor Sor 17.0 kms

RP … Tuk Meas Phosphat Factory 3.6 kms

RP … Chamca Donng 16.6 kms

RU ... Urban Roads Paved 20.0 kms

RU ... Urban Roads Laterite 31.9 kms


Total All Roads 651.2 kms

As in Kampong Cham the Provincial Road component in Kampot consists mainly of

laterite gravel roads with the remainder being of penetration macadam or earth surface.

The laterite surfaces of many of the Provincial Roads in Kampot have been recently

rehabilitated and so are in generally good condition. Figure F 10 shows a typical road in

good condition which is RP 113 Pratheat to Phnom Pa Ta Suy.


Page F 8

Figure F 10: RP 113 at PK 02+300, a recently rehabilitated laterite road.

Some of the Provincial Roads are in poor condition with earth surface. Figure F 11

shows a typical earth road RP 121 near the end of the road.

Figure F 11: RP 121 at PK 10+100, earth surface road.

Some bridges on the Provincial Roads are in very bad condition such the one shown in

Figure F 12 on RP 118.


Page F 9

Figure F 12: RP 118 bridge in very poor condition at PK 6+500

There are some new bridges being constructed on the Provincial Road system as shown

in Figure F 13.

Figure F 13: Bridge under construction on RP 123 at PK 4+355

Table F 2 summarizes the Condition of all the roads under the responsibility of the

Department of Public Works and Transport in Kampong Cham Province by kilometer.

Figure F 14 gives the percentage of each condition by road. Table F 3 summarizes the

numbers and type of drainage structures for each road. estimates the asset value of

these structures.


Page F 10

Table F 2: Condition by Kilometer in Kampot



of Road

Kms 80 60 40 20 10 10




N1 Laterite Gravel Roads 0.0 kms












N3 Laterite Gravel Roads 327.3 kms 10.0 kms 134.9 kms 93.4 kms 66.7 kms 22.4 kms

N3 Earth Roads 21.2 kms 0.6 kms 2.1 kms 13.1 kms 5.3 kms



13.0 kms 258.9 kms 444.1 kms 619.7 kms 651.2 kms

Type

Ex

ce

lle

nt

25

%

Ex

ce

lle

nt

0%

Ex

ce

lle

nt

0%

Ex

ce

lle

nt

0%

Ex

ce

lle

nt

0%

Go

od

50%

Go

od

1%

Go

od

2%

Go

od

2%

Go

od

2%

Fair

20

%

Fa

ir 2

6%

Fa

ir 3

6%

Fa

ir 3

8%

Po

or

3%

Po

or

30

%

Po

or

30

%

Po

or

28

%

Po

or

28

%

Ba

d 0

%

Bad

2%

Ba

d 4

2%

Bad

26%

Ba

d 2

7%

Un

der

Co

nstr

ucti

on

2%

Un

der

Co

nstr

ucti

on

0%

Un

der

Co

nstr

ucti

on

0%

Un

der

Co

nstr

ucti

on

8%

Un

de

r C

on

str

uc

tio

n 5

%

Fair

68

%

0%

10%

20%

30%

40%

50%

60%

70%

Ideal Condition N1 Roads N2 Roads N3 Roads Kampot National

Roads

Figure F 14: Condition Chart of all National Roads in Kampot


Page F 11

Table F 3: Drainage Structures Kampot



of Road





Total All Roads 651.2 kms 1,037 181 190 2,837 13,864

Road #


pavement layers, drainage structures and bridges based on the condition of each using

the methods described in the Final Report. Using this as basis an estimate of the asset

value of road network in Kampot was calculated and presented in Table F 4.

Table F 4: Estimated Asset Value of the National Roads in Kampot

Road Type

Total Length

of Road Kms


Value

Maxiumum Asset

Value

Value

Index

Average

Value per Km

Total N1: Main National Roads 84.0 kms 10,672,277$ 20,932,350$ 0.51 127,051$

Total N2: Other National Roads 158.5 kms 7,391,570$ 19,950,002$ 0.37 46,635$

Total N3: Provincial & Urban Roads 408.7 kms 12,695,266$ 26,296,092$ 0.48 31,063$

Total All National Roads 651.2 kms 30,759,113$ 67,178,444$ 0.46 47,235$

Kampot Condition.xls



of Road

Kms 80 60 40 20 10 10

NR 003 Noreay Trapeang Ropov 84.0 kms 0.4 kms 56.9 kms 24.8 kms 1.9 kms


NR 031 Kus Kampong Trach 55.0 kms 2.8 kms 11.5 kms 40.7 kms

NR 032 Polous Boukou 33.5 kms 6.1 kms 15.9 kms 11.6 kms

NR 033 Kampot Town Luxsonn (VN Border) 51.7 kms 2.6 kms 26.4 kms 10.9 kms 11.8 kms

NR 033A Sef Sor Dn. Chang Oeur 18.3 kms 6.8 kms 9.1 kms 2.4 kms


RP 113 Pratheat Phnom Pa Ta Suy 13.0 kms 0.3 kms 10.2 kms 2.1 kms 0.4 kms

RP 114 Tany (NR 31) Takaev Border 6.9 kms 3.1 kms 3.8 kms

RP 115 Chnok Damnak Chambak 20.5 kms 2.1 kms 11.4 kms 3.7 kms 1.2 kms 2.1 kms

RP 116 PK 126 + 500 Pr. Tuk Meas 4.2 kms 1.9 kms 1.0 kms 1.3 kms

RP 117 PK 134 + 000 Tonn Honn 12.2 kms 5.0 kms 5.0 kms 1.4 kms 0.8 kms

RP 118 Angko Meas Kampong Trach 29.6 kms 2.5 kms 9.5 kms 11.7 kms 5.9 kms

RP 119 PK 153+200 (NR 33) PB.Romeas 12.3 kms 10.3 kms 1.7 kms 0.3 kms

RP 120 PK 153+200 (NR 33) Phn. Pau(Kp) 6.6 kms 3.7 kms 2.5 kms 0.3 kms

RP 121 Kampot Town Tek Chhou 11.6 kms 4.1 kms 4.0 kms 3.5 kms

RP 122 Ou Touch Kampot Town 4.2 kms 4.2 kms

RP 123 PK 148 + 720 (NR 3) Kampot Town 19.5 kms 0.9 kms 5.7 kms 3.6 kms 6.6 kms 2.8 kms

RP 124 Phnum L'ang Tuek Srae Chaeng 41.8 kms 9.2 kms 12.1 kms 12.1 kms 8.4 kms

RP070301 Tropeang Thokv Ban La Sait 6.5 kms 1.0 kms 3.5 kms 2.0 kms

RP070302 Wat Stueng Snay Anchit (RP 124) 21.2 kms 0.6 kms 2.1 kms 13.1 kms 5.3 kms

RP070303 Chhuk Samraong 30.1 kms 8.7 kms 15.4 kms 6.0 kms

RP070304 Chhuk Chum Kiri 11.0 kms 1.1 kms 3.4 kms 5.3 kms 1.2 kms

RP070305 Treuy Koh Phnom Dong 8.0 kms 4.0 kms 4.0 kms

RP070306 Loang Taken Commune 35.2 kms 27.8 kms 6.9 kms 0.5 kms

RP070308 Don Soy Tropeang Phleang 20.7 kms 18.3 kms 2.2 kms 0.2 kms

RP070310 Pk 142 NR 3 RP 123 4.5 kms 0.4 kms 2.1 kms 2.0 kms

RP073101 Tany (NR 31) Tram Sor Sor 17.0 kms 0.6 kms 13.2 kms 2.0 kms 1.3 kms

RP073102 Tuk Meas Phosphat Factory 3.6 kms 3.6 kms

RP073301 Chamca Donng 16.6 kms 0.9 kms 8.6 kms 7.1 kms

RU Urban Roads Paved 20.0 kms 7.0 kms 7.8 kms 4.2 kms 1.0 kms







of Road

Kms

NR 003 Noreay Trapeang Ropov 84.0 kms 1% 68% 30% 2%


NR 031 Kus Kampong Trach 55.0 kms 5% 21% 74%

NR 032 Polous Boukou 33.5 kms 18% 47% 35%

NR 033 Kampot Town Luxsonn (VN Border) 51.7 kms 5% 51% 21% 23%

NR 033A Sef Sor Dn. Chang Oeur 18.3 kms 37% 50% 13%


RP 113 Pratheat Phnom Pa Ta Suy 13.0 kms 3% 79% 16% 3%

RP 114 Tany (NR 31) Takaev Border 6.9 kms 44% 56%

RP 115 Chnok Damnak Chambak 20.5 kms 10% 56% 18% 6% 10%

RP 116 PK 126 + 500 Pr. Tuk Meas 4.2 kms 46% 23% 31%

RP 117 PK 134 + 000 Tonn Honn 12.2 kms 41% 41% 11% 7%

RP 118 Angko Meas Kampong Trach 29.6 kms 9% 32% 40% 20%

RP 119 PK 153+200 (NR 33) PB.Romeas 12.3 kms 84% 14% 2%

RP 120 PK 153+200 (NR 33) Phn. Pau(Kp) 6.6 kms 57% 38% 5%

RP 121 Kampot Town Tek Chhou 11.6 kms 35% 34% 30%

RP 122 Ou Touch Kampot Town 4.2 kms 100%

RP 123 PK 148 + 720 (NR 3) Kampot Town 19.5 kms 4% 29% 18% 34% 14%

RP 124 Phnum L'ang Tuek Srae Chaeng 41.8 kms 22% 29% 29% 20%

RP070301 Tropeang Thokv Ban La Sait 6.5 kms 15% 54% 31%

RP070302 Wat Stueng Snay Anchit (RP 124) 21.2 kms 3% 10% 62% 25%

RP070303 Chhuk Samraong 30.1 kms 29% 51% 20%

RP070304 Chhuk Chum Kiri 11.0 kms 10% 31% 48% 11%

RP070305 Treuy Koh Phnom Dong 8.0 kms 50% 50%

RP070306 Loang Taken Commune 35.2 kms 79% 20% 1%

RP070308 Don Soy Tropeang Phleang 20.7 kms 88% 10% 1%

RP070310 Pk 142 NR 3 RP 123 4.5 kms 10% 46% 44%

RP073101 Tany (NR 31) Tram Sor Sor 17.0 kms 3% 78% 12% 8%

RP073102 Tuk Meas Phosphat Factory 3.6 kms 100%

RP073301 Chamca Donng 16.6 kms 5% 52% 43%

RU Urban Roads Paved 20.0 kms 35% 39% 21% 5%

RU Urban Roads Laterite 31.9 kms 32% 48% 20%



Accumlative 2% 40% 68% 95% 100%

Road # From To

Road # From To

Totals






NR 003 Noreay Trapeang Ropov 84.0 kms 84.0 kms


NR 031 Kus Kampong Trach 55.0 kms 51.9 kms 3.1 kms

NR 032 Polous Boukou 33.5 kms 33.5 kms

NR 033 Kampot Town Luxsonn (VN Border) 51.7 kms 35.9 kms 15.8 kms

NR 033A Sef Sor Dn. Chang Oeur 18.3 kms 18.3 kms

Total N2: Other National Roads 158.5 kms 139.6 kms 18.9 kms

RP 113 Pratheat Phnom Pa Ta Suy 13.0 kms 13.0 kms

RP 114 Tany (NR 31) Takaev Border 6.9 kms 6.9 kms

RP 115 Chnok Damnak Chambak 20.5 kms 20.5 kms

RP 116 PK 126 + 500 Pr. Tuk Meas 4.2 kms 4.2 kms

RP 117 PK 134 + 000 Tonn Honn 12.2 kms 12.2 kms

RP 118 Angko Meas Kampong Trach 29.6 kms 29.6 kms

RP 119 PK 153+200 (NR 33) PB.Romeas 12.3 kms 12.3 kms

RP 120 PK 153+200 (NR 33) Phn. Pau(Kp) 6.6 kms 6.6 kms

RP 121 Kampot Town Tek Chhou 11.6 kms 11.6 kms

RP 122 Ou Touch Kampot Town 4.2 kms 4.2 kms

RP 123 PK 148 + 720 (NR 3) Kampot Town 19.5 kms 9.4 kms 10.1 kms

RP 124 Phnum L'ang Tuek Srae Chaeng 41.8 kms 41.8 kms

RP070301 Tropeang Thokv Ban La Sait 6.5 kms 6.5 kms

RP070302 Wat Stueng Snay Anchit (RP 124) 21.2 kms 21.2 kms

RP070303 Chhuk Samraong 30.1 kms 30.1 kms

RP070304 Chhuk Chum Kiri 11.0 kms 11.0 kms

RP070305 Treuy Koh Phnom Dong 8.0 kms 8.0 kms

RP070306 Loang Taken Commune 35.2 kms 35.2 kms

RP070308 Don Soy Tropeang Phleang 20.7 kms 20.7 kms

RP070310 Pk 142 NR 3 RP 123 4.5 kms 4.5 kms

RP073101 Tany (NR 31) Tram Sor Sor 17.0 kms 17.0 kms

RP073102 Tuk Meas Phosphat Factory 3.6 kms 3.6 kms

RP073301 Chamca Donng 16.6 kms 16.6 kms

RU Urban Roads Paved 20.0 kms 20.0 kms

RU Urban Roads Laterite 31.9 kms 31.9 kms



Accumlative


Length % % % % %



NR 003 Noreay Trapeang Ropov 84.0 kms 0% 0% 100% 0% 0%


NR 031 Kus Kampong Trach 55.0 kms 0% 0% 94% 6% 0%

NR 032 Polous Boukou 33.5 kms 0% 0% 100% 0% 0%

NR 033 Kampot Town Luxsonn (VN Border) 51.7 kms 0% 0% 69% 31% 0%

NR 033A Sef Sor Dn. Chang Oeur 18.3 kms 0% 0% 100% 0% 0%


RP 113 Pratheat Phnom Pa Ta Suy 13.0 kms 0% 0% 0% 100% 0%

RP 114 Tany (NR 31) Takaev Border 6.9 kms 0% 0% 100% 0% 0%

RP 115 Chnok Damnak Chambak 20.5 kms 0% 0% 0% 100% 0%

RP 116 PK 126 + 500 Pr. Tuk Meas 4.2 kms 0% 0% 0% 100% 0%

RP 117 PK 134 + 000 Tonn Honn 12.2 kms 0% 0% 0% 100% 0%

RP 118 Angko Meas Kampong Trach 29.6 kms 0% 0% 0% 100% 0%

RP 119 PK 153+200 (NR 33) PB.Romeas 12.3 kms 0% 0% 0% 100% 0%

RP 120 PK 153+200 (NR 33) Phn. Pau(Kp) 6.6 kms 0% 0% 0% 100% 0%

RP 121 Kampot Town Tek Chhou 11.6 kms 0% 0% 100% 0% 0%

RP 122 Ou Touch Kampot Town 4.2 kms 0% 0% 100% 0% 0%

RP 123 PK 148 + 720 (NR 3) Kampot Town 19.5 kms 0% 0% 48% 52% 0%

RP 124 Phnum L'ang Tuek Srae Chaeng 41.8 kms 0% 0% 0% 100% 0%

RP070301 Tropeang Thokv Ban La Sait 6.5 kms 0% 0% 0% 100% 0%

RP070302 Wat Stueng Snay Anchit (RP 124) 21.2 kms 0% 0% 0% 0% 100%

RP070303 Chhuk Samraong 30.1 kms 0% 0% 0% 100% 0%

RP070304 Chhuk Chum Kiri 11.0 kms 0% 0% 0% 100% 0%

RP070305 Treuy Koh Phnom Dong 8.0 kms 0% 0% 0% 100% 0%

RP070306 Loang Taken Commune 35.2 kms 0% 0% 0% 100% 0%

RP070308 Don Soy Tropeang Phleang 20.7 kms 0% 0% 0% 100% 0%

RP070310 Pk 142 NR 3 RP 123 4.5 kms 0% 0% 100% 0% 0%

RP073101 Tany (NR 31) Tram Sor Sor 17.0 kms 0% 0% 0% 100% 0%

RP073102 Tuk Meas Phosphat Factory 3.6 kms 0% 0% 100% 0% 0%

RP073301 Chamca Donng 16.6 kms 0% 0% 0% 100% 0%

RU Urban Roads Paved 20.0 kms 0% 0% 100% 0% 0%

RU Urban Roads Laterite 31.9 kms 0% 0% 0% 100% 0%



Road # From To

Road # From To

Surfaces


Total Excellent Good Fair Poor Bad Under Total

Length 5 4 3 2 1 Construction Length

of Road of Road

Kms 80 60 40 20 10 10 AC

NR 003 Noreay Trapeang Ropov 84.0 kms













RP 119 PK 153+200 (NR 3PB.Romeas 12.3 kms

RP 120 PK 153+200 (NR 3Phn. Pau(Kp) 6.6 kms



RP 123 PK 148 + 720 (NR Kampot Town 19.5 kms

RP 124 Phnum L'ang TuekSrae Chaeng 41.8 kms

RP070301 Tropeang Thokv 6.5 kms

RP070302 Wat Stueng Snay Anchit (RP 124) 21.2 kms

RP070303 Chhuk Samraong 30.1 kms

RP070304 Chhuk Chum Kiri 11.0 kms

RP070305 Treuy Koh Phnom Dong 8.0 kms

RP070306 Loang Taken Commune 35.2 kms

RP070308 Don Soy Tropeang Phleang 20.7 kms

RP070310 Pk 142 NR 3 RP 123 4.5 kms

RP073101 Tany (NR 31) Tram Sor Sor 17.0 kms

RP073102 Tuk Meas Phosphat Factory 3.6 kms

RP073301 Chamca Donng 16.6 kms

RU Urban Roads Paved 20.0 kms


Total N3: Provincial & Urban Roads 408.7 kms 0.0 kms


Accumlative


Length 5 4 3 2 1 Construction %

of Road of Road

Kms 80 60 40 20 10 10 AC



























RP070310 Pk 142 NR 3 RP 123 4.5 kms






Total N3: Provincial & Urban Roads 408.7 kms 0%


Road # From To

Road # From To

AC Paved




of Road of Road

Kms 80 60 40 20 10 10 ST




















RP070301Tropeang Thokv 6.5 kms

RP070302Wat Stueng Snay Anchit (RP 124) 21.2 kms

RP070303Chhuk Samraong 30.1 kms

RP070304Chhuk Chum Kiri 11.0 kms

RP070305Treuy Koh Phnom Dong 8.0 kms

RP070306Loang Taken Commune 35.2 kms

RP070308Don Soy Tropeang Phleang 20.7 kms

RP070310Pk 142 NR 3 RP 123 4.5 kms

RP073101Tany (NR 31) Tram Sor Sor 17.0 kms

RP073102Tuk Meas Phosphat Factory 3.6 kms

RP073301Chamca Donng 16.6 kms



Total N3: Provincial & Urban Roads 408.7 kms 0.0 kms


Accumlative



of Road of Road

Kms 80 60 40 20 10 10 ST





















RP070302Wat Stueng Snay Anchit (RP 124) 21.2 kms






RP070310Pk 142 NR 3 RP 123 4.5 kms






Total N3: Provincial & Urban Roads 408.7 kms 0%


Road # From To

Road # From To

Surface Treatment




of Road of Road

Kms 80 60 40 20 10 10 Macadam

NR 003 Noreay Trapeang Ropov 84.0 kms 0.4 kms 56.9 kms 24.8 kms 1.9 kms 84.0 kms


NR 031 Kus Kampong Trach 55.0 kms 11.3 kms 40.6 kms 51.9 kms

NR 032 Polous Boukou 33.5 kms 6.1 kms 15.9 kms 11.6 kms 33.5 kms

NR 033 Kampot Town Luxsonn (VN Border) 51.7 kms 14.6 kms 9.7 kms 11.7 kms 35.9 kms

NR 033A Sef Sor Dn. Chang Oeur 18.3 kms 6.8 kms 9.1 kms 2.4 kms 18.3 kms



RP 114 Tany (NR 31) Takaev Border 6.9 kms 3.1 kms 3.8 kms 6.9 kms







RP 121 Kampot Town Tek Chhou 11.6 kms 4.1 kms 4.0 kms 3.5 kms 11.6 kms

RP 122 Ou Touch Kampot Town 4.2 kms 4.2 kms 4.2 kms

RP 123 PK 148 + 720 (NR Kampot Town 19.5 kms 0.6 kms 6.0 kms 2.8 kms 9.4 kms









RP070310 Pk 142 NR 3 RP 123 4.5 kms 0.4 kms 2.1 kms 2.0 kms 4.5 kms


RP073102 Tuk Meas Phosphat Factory 3.6 kms 3.6 kms 3.6 kms


RU Urban Roads Paved 20.0 kms 7.0 kms 7.8 kms 4.2 kms 1.0 kms 20.0 kms







of Road of Road

Kms 80 60 40 20 10 10 Macadam

NR 003 Noreay Trapeang Ropov 84.0 kms 1% 68% 30% 2% 100%


NR 031 Kus Kampong Trach 55.0 kms 22% 78% 94%

NR 032 Polous Boukou 33.5 kms 18% 47% 35% 100%

NR 033 Kampot Town Luxsonn (VN Border) 51.7 kms 41% 27% 32% 69%

NR 033A Sef Sor Dn. Chang Oeur 18.3 kms 37% 50% 13% 100%



RP 114 Tany (NR 31) Takaev Border 6.9 kms 44% 56% 100%







RP 121 Kampot Town Tek Chhou 11.6 kms 35% 34% 30% 100%

RP 122 Ou Touch Kampot Town 4.2 kms 100% 100%

RP 123 PK 148 + 720 (NR Kampot Town 19.5 kms 6% 64% 30% 48%









RP070310 Pk 142 NR 3 RP 123 4.5 kms 10% 46% 44% 100%


RP073102 Tuk Meas Phosphat Factory 3.6 kms 100% 100%


RU Urban Roads Paved 20.0 kms 35% 39% 21% 5% 100.0%




Road # From To

Road # From To

Macadam




of Road of Road

Kms 80 60 40 20 10 10 Laterite



NR 031 Kus Kampong Trach 55.0 kms 2.8 kms 0.2 kms 0.1 kms 3.1 kms


NR 033 Kampot Town Luxsonn (VN Border) 51.7 kms 2.6 kms 11.8 kms 1.2 kms 0.1 kms 15.8 kms



RP 113 Pratheat Phnom Pa Ta Suy 13.0 kms 0.3 kms 10.2 kms 2.1 kms 0.4 kms 13.0 kms


RP 115 Chnok Damnak Chambak 20.5 kms 2.1 kms 11.4 kms 3.7 kms 1.2 kms 2.1 kms 20.5 kms

RP 116 PK 126 + 500 Pr. Tuk Meas 4.2 kms 1.9 kms 1.0 kms 1.3 kms 4.2 kms

RP 117 PK 134 + 000 Tonn Honn 12.2 kms 5.0 kms 5.0 kms 1.4 kms 0.8 kms 12.2 kms

RP 118 Angko Meas Kampong Trach 29.6 kms 2.5 kms 9.5 kms 11.7 kms 5.9 kms 29.6 kms

RP 119 PK 153+200 (NR 3PB.Romeas 12.3 kms 10.3 kms 1.7 kms 0.3 kms 12.3 kms

RP 120 PK 153+200 (NR 3Phn. Pau(Kp) 6.6 kms 3.7 kms 2.5 kms 0.3 kms 6.6 kms



RP 123 PK 148 + 720 (NR Kampot Town 19.5 kms 0.9 kms 5.7 kms 3.0 kms 0.6 kms 10.1 kms

RP 124 Phnum L'ang TuekSrae Chaeng 41.8 kms 9.2 kms 12.1 kms 12.1 kms 8.4 kms 41.8 kms

RP070301 Tropeang Thokv 6.5 kms 1.0 kms 3.5 kms 2.0 kms 6.5 kms


RP070303 Chhuk Samraong 30.1 kms 8.7 kms 15.4 kms 6.0 kms 30.1 kms

RP070304 Chhuk Chum Kiri 11.0 kms 1.1 kms 3.4 kms 5.3 kms 1.2 kms 11.0 kms

RP070305 Treuy Koh Phnom Dong 8.0 kms 4.0 kms 4.0 kms 8.0 kms

RP070306 Loang Taken Commune 35.2 kms 27.8 kms 6.9 kms 0.5 kms 35.2 kms

RP070308 Don Soy Tropeang Phleang 20.7 kms 18.3 kms 2.2 kms 0.2 kms 20.7 kms

RP070310 Pk 142 NR 3 RP 123 4.5 kms

RP073101 Tany (NR 31) Tram Sor Sor 17.0 kms 0.6 kms 13.2 kms 2.0 kms 1.3 kms 17.0 kms


RP073301 Chamca Donng 16.6 kms 0.9 kms 8.6 kms 7.1 kms 16.6 kms


RU Urban Roads Laterite 31.9 kms 10.2 kms 15.3 kms 6.4 kms 31.9 kms

Total N3: Provincial & Urban Roads 408.7 kms 10.0 kms 134.9 kms 93.4 kms 66.7 kms 22.4 kms 327.3 kms





of Road of Road

Kms 80 60 40 20 10 10 Laterite



NR 031 Kus Kampong Trach 55.0 kms 90% 7% 3% 6%


NR 033 Kampot Town Luxsonn (VN Border) 51.7 kms 17% 75% 8% 1% 31%



RP 113 Pratheat Phnom Pa Ta Suy 13.0 kms 3% 79% 16% 3% 100%


RP 115 Chnok Damnak Chambak 20.5 kms 10% 56% 18% 6% 10% 100%

RP 116 PK 126 + 500 Pr. Tuk Meas 4.2 kms 46% 23% 31% 100%

RP 117 PK 134 + 000 Tonn Honn 12.2 kms 41% 41% 11% 7% 100%

RP 118 Angko Meas Kampong Trach 29.6 kms 9% 32% 40% 20% 100%

RP 119 PK 153+200 (NR 3PB.Romeas 12.3 kms 84% 14% 2% 100%

RP 120 PK 153+200 (NR 3Phn. Pau(Kp) 6.6 kms 57% 38% 5% 100%



RP 123 PK 148 + 720 (NR Kampot Town 19.5 kms 8% 56% 30% 6% 52%

RP 124 Phnum L'ang TuekSrae Chaeng 41.8 kms 22% 29% 29% 20% 100%

RP070301 Tropeang Thokv 6.5 kms 15% 54% 31% 100%


RP070303 Chhuk Samraong 30.1 kms 29% 51% 20% 100%

RP070304 Chhuk Chum Kiri 11.0 kms 10% 31% 48% 11% 100%

RP070305 Treuy Koh Phnom Dong 8.0 kms 50% 50% 100%

RP070306 Loang Taken Commune 35.2 kms 79% 20% 1% 100%

RP070308 Don Soy Tropeang Phleang 20.7 kms 88% 10% 1% 100%

RP070310 Pk 142 NR 3 RP 123 4.5 kms

RP073101 Tany (NR 31) Tram Sor Sor 17.0 kms 3% 78% 12% 8% 100%


RP073301 Chamca Donng 16.6 kms 5% 52% 43% 100%


RU Urban Roads Laterite 31.9 kms 32% 48% 20% 100%

Total N3: Provincial & Urban Roads 408.7 kms 3% 41% 29% 20% 7% 80%


Road # From To

Road # From To

Laterite




of Road of Road

Kms 80 60 40 20 10 10 Earth





















RP070302Wat Stueng Snay Anchit (RP 124) 21.2 kms 0.6 kms 2.1 kms 13.1 kms 5.3 kms 21.2 kms






RP070310Pk 142 NR 3 RP 123 4.5 kms











of Road of Road

Kms 80 60 40 20 10 10 Earth





















RP070302Wat Stueng Snay Anchit (RP 124) 21.2 kms 3% 10% 62% 25% 100%






RP070310Pk 142 NR 3 RP 123 4.5 kms








Road # From To

Road # From To

Earth




of Road


NR 003 Noreay Trapeang Ropov 84.0 kms 76 5 38 1,039 5,451


NR 031 Kus Kampong Trach 55.0 kms 59 16 5 104 479

NR 032 Polous Boukou 33.5 kms 2 26 8 114 687

NR 033 Kampot Town Luxsonn (VN Border 51.7 kms 43 36 9 166 783

NR 033A Sef Sor Dn. Chang Oeur 18.3 kms 56 4 0 0 0


RP 113 Pratheat Phnom Pa Ta Suy 13.0 kms 15 0 12 119 459

RP 114 Tany (NR 31) Takaev Border 6.9 kms 5 2 2 9 71

RP 115 Chnok Damnak Chambak 20.5 kms 79 6 6 36 175

RP 116 PK 126 + 500 Pr. Tuk Meas 4.2 kms 8 1 1 15 66

RP 117 PK 134 + 000 Tonn Honn 12.2 kms 15 2 2 56 241

RP 118 Angko Meas Kampong Trach 29.6 kms 56 4 13 73 331

RP 119 PK 153+200 (NR 33) PB.Romeas 12.3 kms 51 0 11 51 226

RP 120 PK 153+200 (NR 33) Phn. Pau(Kp) 6.6 kms 10 1 1 8 40

RP 121 Kampot Town Tek Chhou 11.6 kms 27 0 3 54 367

RP 122 Ou Touch Kampot Town 4.2 kms 0 0 1 6 25

RP 123 PK 148 + 720 (NR 3) Kampot Town 19.5 kms 13 2 7 110 508

RP 124 Phnum L'ang Tuek Srae Chaeng 41.8 kms 82 10 13 145 661

RP070301 Tropeang Thokv 6.5 kms 22 3 3 18 89

RP070302 Wat Stueng Snay Anchit (RP 124 21.2 kms 94 0 6 40 198

RP070303 Chhuk Samraong 30.1 kms 50 28 10 106 495

RP070304 Chhuk Chum Kiri 11.0 kms 33 0 6 51 274

RP070305 Treuy Koh Phnom Dong 8.0 kms 4 0 1 54 243

RP070306 Loang Taken Commune 35.2 kms 35 0 10 218 894

RP070308 Don Soy Tropeang Phleang 20.7 kms 27 2 3 54 230

RP070310 Pk 142 NR 3 RP 123 4.5 kms 2 1 2 8 34

RP073101 Tany (NR 31) Tram Sor Sor 17.0 kms 42 17 0 0 0

RP073102 Tuk Meas Phosphat Factory 3.6 kms 17 0 0 0 0

RP073301 Chamca Donng 16.6 kms 12 3 1 4 17

RU Urban Roads Paved 20.0 kms 39 5 6 69 316










of Road






Road #

Road # From To

Drainage

Kam

pot C

onditio

n.x

ls

NR

003

Nore

ay

Tra

peang R

opov

84.0

km

s

8,0

55,5

49

$

2,6

16,7

28

$

10,6

72,2

77

$

15,1

20,0

00

$

5,8

12,3

50

$

20,9

32,3

50

$

0.5

1

Tota

l N

1: M

ain

National R

oads

84.0

km

s

8,0

55,5

49

$

2,6

16,7

28

$

10,6

72,2

77

$

15,1

20,0

00

$

5,8

12,3

50

$

20,9

32,3

50

$

0.5

1

95,8

99

$

31,1

52

$

127,0

51

$

180,0

00

$

69,1

95

$

249,1

95

$

NR

031

Kus

Kam

pong T

rach

55.0

km

s

1,5

14,3

89

$

318,8

56

$

1,8

33,2

45

$

5,9

26,5

52

$

797,1

40

$

6,7

23,6

92

$

0.2

7

NR

032

Polo

us

Boukou

33.5

km

s

1,3

52,3

46

$

319,1

05

$

1,6

71,4

50

$

3,6

85,0

00

$

950,3

12

$

4,6

35,3

12

$

0.3

6

NR

033

Kam

pot T

ow

nLuxsonn (

VN

Bord

er )

51.7

km

s

2,3

23,9

77

$

590,2

99

$

2,9

14,2

76

$

5,0

56,2

26

$

1,2

98,5

72

$

6,3

54,7

98

$

0.4

6

NR

033A

Sef S

or

Dn. C

hang O

eur

18.3

km

s

901,6

60

$

70,9

40

$

972,6

00

$

2,0

13,0

00

$

223,2

00

$

2,2

36,2

00

$

0.4

3

Tota

l N

2: O

ther

National R

oads

158.5

km

s

6,0

92,3

71

$

1,2

99,2

00

$

7,3

91,5

70

$

16,6

80,7

78

$

3,2

69,2

24

$

19,9

50,0

02

$

0.3

7

38,4

38

$

8,1

97

$

46,6

35

$

105,2

42

$

20,6

26

$

125,8

68

$

RP

113

Pra

theat

Phnom

Pa T

a S

uy

13.0

km

s

321,7

12

$

177,2

35

$

498,9

47

$

572,0

00

$

312,9

42

$

884,9

42

$

0.5

6

RP

114

Tany (

NR

31)

Takaev B

ord

er

6.9

km

s

141,4

49

$

8,0

22

$

149,4

71

$

489,9

00

$

80,2

20

$

570,1

20

$

0.2

6

RP

115

Chnok

Dam

nak C

ham

bak

20.5

km

s

541,7

68

$

226,5

47

$

768,3

15

$

902,0

00

$

377,5

78

$

1,2

79,5

78

$

0.6

0

RP

116

PK

126 +

500

Pr.

Tuk M

eas

4.2

km

s

79,6

74

$

37,7

60

$

117,4

34

$

184,8

00

$

72,4

26

$

257,2

26

$

0.4

6

RP

117

PK

134 +

000

Tonn H

onn

12.2

km

s

339,0

83

$

47,0

40

$

386,1

23

$

536,8

00

$

207,3

10

$

744,1

10

$

0.5

2

RP

118

Angko M

eas

Kam

pong T

rach

29.6

km

s

596,5

07

$

212,2

08

$

808,7

14

$

1,3

02,4

00

$

388,4

50

$

1,6

90,8

50

$

0.4

8

RP

119

PK

153+

200 (

NR

33

)PB

.Rom

eas

12.3

km

s

305,1

07

$

170,3

04

$

475,4

11

$

541,2

00

$

262,8

60

$

804,0

60

$

0.5

9

RP

120

PK

153+

200 (

NR

33

)Phn. P

au(K

p)

6.6

km

s

146,1

00

$

32,1

00

$

178,2

00

$

290,4

00

$

61,5

00

$

351,9

00

$

0.5

1

RP

121

Kam

pot T

ow

nT

ek C

hhou

11.6

km

s

337,3

64

$

150,4

01

$

487,7

65

$

823,6

00

$

287,4

18

$

1,1

11,0

18

$

0.4

4

RP

122

Ou T

ouch

Kam

pot T

ow

n 4

.2 k

ms

59,6

40

$

6,0

48

$

65,6

88

$

298,2

00

$

15,1

20

$

313,3

20

$

0.2

1

RP

123

PK

148 +

720 (

NR

3)K

am

pot T

ow

n 1

9.5

km

s

539,7

58

$

115,5

76

$

655,3

34

$

1,1

12,3

86

$

362,2

34

$

1,4

74,6

20

$

0.4

4

RP

124

Phnum

L'a

ng T

uek

Sra

e C

haeng

41.8

km

s

930,6

35

$

375,8

03

$

1,3

06,4

38

$

1,8

39,2

00

$

720,8

08

$

2,5

60,0

08

$

0.5

1

RP

070301

Tro

peang T

hokv

Ban L

a S

ait

6.5

km

s

105,5

35

$

87,5

94

$

193,1

29

$

286,0

00

$

145,9

90

$

431,9

90

$

0.4

5

RP

070302

Wat S

tueng

Snay A

nchit (

RP

12

4 2

1.2

km

s

247,2

77

$

236,0

69

$

483,3

46

$

572,4

00

$

353,8

36

$

926,2

36

$

0.5

2

RP

070303

Chhuk

Sam

raong

30.1

km

s

553,5

99

$

398,1

60

$

951,7

59

$

1,3

24,4

00

$

772,0

00

$

2,0

96,4

00

$

0.4

5

RP

070304

Chhuk

Chum

Kiri

11.0

km

s

232,5

11

$

147,9

96

$

380,5

07

$

484,0

00

$

246,6

60

$

730,6

60

$

0.5

2

RP

070305

Tre

uy K

oh

Phnom

Dong

8.0

km

s

105,2

59

$

93,4

80

$

198,7

39

$

352,0

00

$

155,8

00

$

507,8

00

$

0.3

9

RP

070306

Loang

Taken C

om

mune

35.2

km

s

859,5

94

$

282,0

30

$

1,1

41,6

24

$

1,5

48,8

00

$

623,9

00

$

2,1

72,7

00

$

0.5

3

RP

070308

Don S

oy

Tro

peang P

hle

ang

20.7

km

s

523,4

10

$

130,8

70

$

654,2

80

$

910,8

00

$

230,2

00

$

1,1

41,0

00

$

0.5

7

RP

070310

Pk 1

42 N

R 3

RP

123

4.5

km

s

106,1

89

$

18,8

16

$

125,0

05

$

319,5

00

$

37,6

60

$

357,1

60

$

0.3

5

RP

073101

Tany (

NR

31)

Tra

m S

or

Sor

17.0

km

s

414,2

02

$

190,5

00

$

604,7

02

$

748,0

00

$

317,5

00

$

1,0

65,5

00

$

0.5

7

RP

073102

Tuk M

eas

Phosphat F

acto

ry 3

.6 k

ms

51,1

20

$

17,0

00

$

68,1

20

$

255,6

00

$

42,5

00

$

298,1

00

$

0.2

3

RP

073301

Cham

ca

Donng

16.6

km

s

237,8

66

$

46,2

56

$

284,1

22

$

730,4

00

$

77,8

20

$

808,2

20

$

0.3

5

RU

Urb

an R

oads P

aved

20.0

km

s

650,3

60

$

179,8

10

$

830,1

70

$

1,4

20,0

00

$

344,8

84

$

1,7

64,8

84

$

0.4

7

RU

Urb

an R

oads L

ate

rit e

31.9

km

s

595,1

26

$

286,7

97

$

881,9

23

$

1,4

03,6

00

$

550,0

90

$

1,9

53,6

90

$

0.4

5

Tota

l N

3: P

rovin

cia

l &

Urb

an R

oads

408.7

km

s

9,0

20,8

45

$

3,6

74,4

21

$

12,6

95,2

66

$

19,2

48,3

86

$

7,0

47,7

06

$

26,2

96,0

92

$

0.4

8

22,0

72

$

8,9

91

$

31,0

63

$

47,0

97

$

17,2

44

$

64,3

41

$

Tota

l A

ll R

oads

651.2

km

s

23,1

68,7

65

$

7,5

90,3

48

$

30,7

59,1

13

$

51,0

49,1

64

$

16,1

29,2

80

$

67,1

78,4

44

$

0.4

6

36,0

00

$

12,0

00

$

47,0

00

$

78,0

00

$

25,0

00

$

103,0

00

$

Tota

l N

1: M

ain

National R

oads

84.0

km

s

8,0

55,5

49

$

2,6

16,7

28

$

10,6

72,2

77

$

15,1

20,0

00

$

5,8

12,3

50

$

20,9

32,3

50

$

0.5

1

Tota

l N

2: O

ther

National R

oads

158.5

km

s

6,0

92,3

71

$

1,2

99,2

00

$

7,3

91,5

70

$

16,6

80,7

78

$

3,2

69,2

24

$

19,9

50,0

02

$

0.3

7

Tota

l N

3: P

rovin

cia

l R

oads

408.7

km

s

9,0

20,8

45

$

3,6

74,4

21

$

12,6

95,2

66

$

19,2

48,3

86

$

7,0

47,7

06

$

26,2

96,0

92

$

0.4

8

Tota

l A

ll R

oads

651.2

km

s

23,1

68,7

65

$

47,2

35

$

30,7

59,1

13

$

51,0

49,1

64

$

16,1

29,2

80

$

67,1

78,4

44

$

0.4

6

Maxiu

mum

Asset

Valu

e o

f N

ew

Dra

inage S

tructu

res

Maxiu

mum

Asset

Valu

e

Valu

e

Index

Exis

ting A

sset V

alu

e

of D

rain

age

Str

uctu

res

Tota

l E

xis

ting A

sset

Valu

e

Maxiu

mum

Asset

Valu

e o

f N

ew

Road

Str

uctu

reR

oad #

Fro

mT

o

Exis

ting A

sset V

alu

e

of R

oad S

tructu

re

Tota

l Length

of

Road K

ms

Road V

alu

e

National Road & Bridge Condition

Inventory Details

Appendix

G

Complete Road List

Road # Description From To Length

Primary National Highways

NR 001 Phnom Penh to Bavet & VN Border PK 000+000 PK 167+100 167.1 kms

NR 002 Phnom Penh to Phnom Den & VN Border PK 000+000 PK 126+340 126.3 kms

NR 003 Phnom Penh to Veal Rinh NR 4 PK 000+000 PK 202+000 202.0 kms

NR 004 Chaom Chau to Sihanouk Ville Town PK 012+000 PK 232+000 220.0 kms

NR 005 Phnom Penh to Poipet & Thai Border PK 000+000 PK 407+450 407.5 kms

NR 006 Phnom Penh to Seam Reab to Sisophan PK 000+000 PK 416+000 416.0 kms

NR 007 Skun to Veun Kham (Laos) PK 075+000 PK 538+000 463.0 kms

Total Primary National Highways 2,001.9 kms


NR 011 Neak Loeang to Chob PK 061+000 PK 151+000 90.0 kms

NR 013 Svay to Kampong Trach PK 000+000 PK 038+100 38.1 kms

NR 021A Takhmau to Chrey Thun (VN Border) PK 011+000 PK 085+900 74.9 kms

NR 021B Takhmau to Roka Khops PK 011+341 PK 023+097 11.8 kms

NR 022 Takaev (NR 2) to Angk Ta Saom (NR 3) PK 000+000 PK 009+620 9.6 kms

NR 031 Kus (NR 3) to Kampong Trach (NR 33) PK 082+000 PK 137+000 55.0 kms

NR 032 Ou Kral to Boukou Hill Station PK 000+000 PK 033+500 33.5 kms

NR 033 Kampot Town to Luxsonn (VN Border) PK 000+000 PK 051+700 51.7 kms

NR 033A Ou Krasar to Damnak Chang Aeur PK 000+000 PK 018+300 18.3 kms

NR 041 Kangkeng to Ream PK 000+000 PK 010+300 10.3 kms

NR 042 Baek Chan (NR 4) to Lvea PK 000+000 PK 022+000 22.0 kms

NR 044 Kampong Spoeu to Roleak Kang Chueng PK 000+000 PK 083+600 83.6 kms

NR 046 Traeng Trayueng to National Park (Kirirom) PK 000+000 PK 035+000 35.0 kms

NR 048 Chankar Luong (NR 4) to Kaoh Kong PK 000+000 PK 138+000 138.0 kms

NR 051 Odongk to Ank Metri PK 000+000 PK 045+000 45.0 kms

NR 052 Wat Ponley to Chhnok Tru PK 000+000 PK 008+000 8.0 kms

NR 053 Kampong Chhnang to Ach Romeas PK 000+000 PK 044+700 44.7 kms

NR 054 Krakor to Tonlesab PK 000+000 PK 005+300 5.3 kms

NR 055 Krakor to Sthani Samraong PK 000+000 PK 023+500 23.5 kms

NR 056 Svay Sisophon to Samrong & Thai Border PK 000+000 PK 156+000 156.0 kms

NR 057 Bat Dambang to Pai Yakha PK 000+000 PK 097+300 97.3 kms

NR 058 Sisophon , Samraong PK 000+000 PK 114+000 114.0 kms

NR 059 Toul Samraong to Lvea PK 000+000 PK 015+200 15.2 kms

NR 061 Koah Chen to Tang Krang PK 000+000 PK 016+000 16.0 kms

NR 062 Sampaong Chey to Prey Totueng PK 000+000 PK 020+210 20.2 kms

NR 063 Siem Reab to Phnum Kraom PK 000+000 PK 014+300 14.3 kms

NR 064 Kampong Thum to Tbaeng Mean Chey PK 171+500 PK 331+600 160.1 kms

NR 066 Siem Reab to Phnum Daek PK 000+000 PK 140+000 140.0 kms

NR 066A Angkor Wat to PK 321+690 PK 000+000 PK 021+000 21.0 kms

NR 066B PK 05+460 to PK 19+620 PK 000+000 PK 006+200 6.2 kms

NR 067 Siem Reap to Anlong Veng (Thai Border) PK 000+000 PK 130+000 130.0 kms

NR 068 Sala Srok Kralanh to Samraong PK 000+000 PK 114+000 114.0 kms

NR 070 Prey Totueng to Peam Chi Kang PK 000+000 PK 013+500 13.5 kms

NR 071 Traeung to Kampong Thma (Km 130 NR 6) PK 000+000 PK 057+500 57.5 kms

NR 072 Kreak to VN Border PK 000+000 PK 019+000 19.0 kms

NR 073 Prasat to Chhloung PK 000+000 PK 051+000 51.0 kms

NR 074 Snoul to VN Border PK 000+000 PK 019+000 19.0 kms

NR 076 Ksoem (PK 266) to Ou Chaeng PK 000+000 PK 335+000 335.0 kms

NR 076A Ou Chaeng to Laos Border PK 000+000 PK 105+500 105.5 kms

NR 078 Ou Pong Maon (NR 7 PK 460) to VN Border PK 000+000 PK 241+750 241.8 kms

NR 078A Ou Chum to Veun Sai PK 000+000 PK 040+000 40.0 kms

NR … Sam Long Highway Kampong Cham PK 000+000 PK 069+200 69.2 kms

Total Secondary National Roads 2,754.0 kms

Numbered Provincial Roads

RP 101 PK 59+140 (NR 1) to Kampong Kong PK 000+000 PK 037+400 37.4 kms

RP 102 PP PK1+400 -St.Preaek Thnot PK 000+000 PK 012+500 12.5 kms

RP 103 Wat Slaeng -PK 8+300(Pvr102) PK 000+000 PK 011+200 11.2 kms

RP 104 Deykror Horm to Kompong Toul PK 000+000 PK 009+000 9.0 kms

RP 105 Siem Reab to Kompong Kantout PK 000+000 PK 006+600 6.6 kms

RP 106 Tram Khnar - Kg. Chamlang PK 000+000 PK 023+200 23.2 kms

RP 107 Wat Prasat - Trapeang Srang PK 000+000 PK 005+600 5.6 kms

RP 108 Thnal Totueng - Kampong Chak PK 000+000 PK 026+000 26.0 kms

RP 109 PK 75 + 460 (NR 2) - Takaev PK 000+000 PK 001+000 1.0 kms

RP 110 Takaev - Takaev PK 000+000 PK 011+800 11.8 kms

RP 111 Kg. Chrey - Rominh (Takaev) PK 000+000 PK 015+000 15.0 kms

RP 112 Tonloab - Bapol (Takaev) PK 000+000 PK 017+000 17.0 kms

RP 113 Pratheat to Phnom Pa Ta Suy PK 000+000 PK 013+000 13.0 kms

RP 114 Tany (NR 31) to Takaev Border PK 000+000 PK 006+900 6.9 kms

RP 115 Chnok to Damnak Chambak PK 000+000 PK 020+500 20.5 kms

RP 116 NR 31 to Pr. Tuk Meas PK 000+000 PK 004+200 4.2 kms

RP 117 NR 31 to Tonn Honn PK 000+000 PK 012+200 12.2 kms

Road List Page 1

Complete Road List


RP 118 Angko Meas to Kampong Trach PK 000+000 PK 029+600 29.6 kms

RP 119 NR 33 to PB.Romeas PK 000+000 PK 012+300 12.3 kms

RP 120 NR 33 to Phn. Pau(Kp) PK 000+000 PK 006+600 6.6 kms

RP 121 Kampot Town to Tek Chhou PK 000+000 PK 011+600 11.6 kms

RP 122 Ou Touch to Kampot Town PK 000+000 PK 004+200 4.2 kms

RP 123 PK 148 + 720 (NR 3) to Kampot Town PK 000+000 PK 019+500 19.5 kms

RP 124 Kg.Trach - PK 127 + 00 (NR e3) PK 000+000 PK 085+300 85.3 kms

RP 125 Tram Khnar (NR 3) - Kampong Spueu PK 000+000 PK 034+000 34.0 kms

RP 126 PK 46+470 (NR 3)-PK 3+00(Pr127) PK 000+000 PK 024+500 24.5 kms

RP 127 Kampong Spueu - Wat Prey Totueng PK 000+000 PK 031+000 31.0 kms

RP 128 PK 36+00(NR 4) - PK 5+0(Pr127) PK 000+000 PK 004+000 4.0 kms

RP 129 PK + 250 (NR 44) - Bat doeng PK 000+000 PK 030+600 30.6 kms

RP 130 Preaek Pnov to Phnun Phteah B. PK 000+000 PK 012+500 12.5 kms

RP 131 PK 58 + 800 (NR 4) - ph. Kantuot PK 000+000 PK 046+000 46.0 kms

RP 132 Ph. Krang Chek - PK 42 + 500(NR 44) PK 000+000 PK 038+000 38.0 kms

RP 133 PK 162 + 000 - Ph.Ta Sei PK 000+000 PK 035+000 35.0 kms

RP 134 PK 36 + 680 - Phnum Odongk PK 000+000 PK 007+700 7.7 kms

RP 135 PK 29 + 020 (NR 5) - P.Longveaek PK 000+000 PK 011+400 11.4 kms

RP 136 Odongk - Chreav Kampong Spueu PK 000+000 PK 074+000 74.0 kms

RP 137 Tbaeng kpous - PK 6 + 0 (Prv135) PK 000+000 PK 015+000 15.0 kms

RP 138 Kampong Tralach - Tang Klauch PK 000+000 PK 047+701 47.7 kms

RP 139 PK 61+ 616(NR 5) - Kampong Taches PK 000+000 PK 006+250 6.3 kms

RP 140 PK 67 +50(NR 5) -Kampong Prasat PK 000+000 PK 004+800 4.8 kms

RP 141 Kouk Banteay - PK17 + 890 (NR 53) PK 000+000 PK 017+710 17.7 kms

RP 142 Sd. Ach Romeas - PK40+787(Prv138) PK 000+000 PK 020+000 20.0 kms

RP 143 PK 94 + 220(NR 5) - Tonlesab PK 000+000 PK 007+080 7.1 kms

RP 144 PK100 + 300 (5) - Prasneb PK 000+000 PK 015+000 15.0 kms

RP 145 PK 99 + 00(NR 5) - Krang Skear PK 000+000 PK 023+000 23.0 kms

RP 146 Pousat - LeachPousat - Srae Ambel PK 000+000 PK 163+000 163.0 kms

RP 147 Pousat - Kanh Onor PK 000+000 PK 026+120 26.1 kms

RP 148 Pousat - Peam Prous PK 000+000 PK 157+000 157.0 kms

RP 149 Moung - Dontry PK 000+000 PK 013+600 13.6 kms

RP 150 PK 259 + 340 - Thima Patei PK 000+000 PK 012+000 12.0 kms

RP 151 PK 271 + 142 - Raing Kesei PK 000+000 PK 023+500 23.5 kms

RP 152 PK 284 669 (NR 5) - Ou Sralau PK 000+000 PK 005+538 5.5 kms

RP 153 PK 290+860(NR 5) - R.Bang River PK 000+000 PK 003+350 3.4 kms

RP 154 PK 290+860(NR 5) - Wat Kaev(BB) PK 000+000 PK 007+250 7.3 kms

RP 155 PK 281+ 01 (NR 5) - Banan (BB) PK 000+000 PK 026+000 26.0 kms

RP 156 PK 292 + 850 (NR 5) - Doun Teav PK 000+000 PK 025+000 25.0 kms

RP 157 Chun Doesva(NR 5) - Bavel PK 000+000 PK 025+000 25.0 kms

RP 158 Mongkol Borei - Koy Meng PK 000+000 PK 009+200 9.2 kms

RP 159 PK 350+633(NR 5)-PK 351+852(NR 5) PK 000+000 PK 001+563 1.6 kms

RP 160 Chamkar Chek to Pailin to Phnum Proek PK 000+000 PK 155+200 155.2 kms

RP 161 Chreav(NR 48) - Srae Ambel PK 000+000 PK 005+000 5.0 kms

RP 173 Samdach HUN SEN Street PK 000+000 PK 023+000 23.0 kms

RP 187 Srae Ambel to Sea Port PK 000+000 PK 013+000 13.0 kms

RP 201 PK 336 + 352 - Tasaom PK 000+000 PK 018+000 18.0 kms

RP 202 Puok(NR 6) - Moung(NR 68) PK 000+000 PK 040+000 40.0 kms

RP 203 PK 13.000 - PK 23.000 PK 000+000 PK 025+500 25.5 kms

RP 204 PK 16.350 - Phnum Kuleanen PK 000+000 PK 025+000 25.0 kms

RP 205 PK 322+ 350(NR 63) - Phnum Kraom PK 000+000 PK 018+850 18.9 kms

RP 206 PK 297 + 100 (NR 6) - Tonlesab PK 000+000 PK 016+000 16.0 kms

RP 207 PK277+330 (NR 6) - Kg Kleang PK 000+000 PK 015+768 15.8 kms

RP 208 Kampong Kdei(S.Reap) PK 000+000 PK 013+000 13.0 kms

RP 209 Kampong Kdei - Boeng Mealea PK 000+000 PK 044+000 44.0 kms

RP 210 Boeng Mealea - KokeBoeng Mealea - Koke PK 000+000 PK 052+000 52.0 kms

RP 211 PK 92.280 - Preah Vihear PK 000+000 PK 103+000 103.0 kms

RP 212 Chaeum Ksan - TaTrav PK 000+000 PK 030+000 30.0 kms

RP 213 Phnum Daek (Prv64) - Kampong Kralau PK 000+000 PK 144+000 144.0 kms

RP 214 Thalabarivat - Mlu PreyThalabarivat - Mlu Prey PK 000+000 PK 113+900 113.9 kms

RP 215 PK 72 + 2Prv 21 Chhaeb (Pr.Vihear) PK 000+000 PK 012+000 12.0 kms

RP 216 Kampong Putrea - Thalabrivat PK 000+000 PK 087+500 87.5 kms

RP 217 Rovieng Pteavihear - Spong PK 000+000 PK 055+000 55.0 kms

RP 218 Rum Chek - Rovieng PK 000+000 PK 022+000 22.0 kms

RP 219 PK 199.910 - Kampong Trabaek PK 000+000 PK 137+500 137.5 kms

RP 220 PK 186.270 (NR 64) - Sambour Prey Kup PK 000+000 PK 018+000 18.0 kms

RP 221 Kampong Boeng (Kg. Chhnang) - Sala KokTra PK 000+000 PK 032+000 32.0 kms

RP 222 Chamkar Leu to Stueng Trang PK 000+000 PK 033+000 33.0 kms

RP 223 Stueng Trang to Peam Chikang PK 000+000 PK 055+000 55.0 kms

RP 224 Cheuung Prey to Paov Village PK 000+000 PK 018+600 18.6 kms

RP 301 PK 459 + 700 (NR 7) - Veun Say (R.Kiri) PK 000+000 PK 094+000 94.0 kms

RP 302 Boeng Thum (NR 78) - PK 11 + 0(NR 78A) PK 000+000 PK 043+500 43.5 kms

RP 303 Andoung Pech - Andoung Meas (R.Kiri) PK 000+000 PK 026+000 26.0 kms

Road List Page 2

Complete Road List


RP 304 Pakthangbakaev - Lumphat (R.Kiri) PK 000+000 PK 040+000 40.0 kms

RP 305 Sambour - PK 475.000 (NR 76) PK 000+000 PK 135+000 135.0 kms

RP 306 Sandann - Sambour (Kracheh) PK 000+000 PK 013+000 13.0 kms

RP 307 Kracheh - PK 361 (NR 76 Mondol Kiri) PK 000+000 PK 094+000 94.0 kms

RP 308 Tonle Bet to Kracheh Border PK 000+000 PK 073+000 73.0 kms

RP 309 Svay Chrach - Chhloung Kracheh PK 000+000 PK 051+000 51.0 kms

RP 310 Snuol (Kracheh) - Nel (Kracheh) PK 000+000 PK 012+000 12.0 kms

RP 311 Sam Rong to Kracheh Border PK 000+000 PK 025+000 25.0 kms

RP 312 Memot Market to Sam Ling Highway PK 000+000 PK 014+000 14.0 kms

RP 313 Memot School to Vietnam Border PK 000+000 PK 011+000 11.0 kms

RP 314 Canch Chom (NR 315) - Prey Sandaek PK 000+000 PK 021+330 21.3 kms

RP 315 Thmar Kor (NR 11) - Peareang PK 000+000 PK 036+800 36.8 kms

RP 316 Svay Antor - Kamchay Mear PK 000+000 PK 045+000 45.0 kms

RP 317 Prasat (NR 1) - Preaek Kandeang PK 000+000 PK 040+835 40.8 kms

RP 318 PK 70 + 02 (NR 1) - Chheu Kach PK 000+000 PK 009+400 9.4 kms

RP 319 Svay Rieng - Kamchay Mear PK 000+000 PK 058+860 58.9 kms

RP 320 Phum Thlork - Prey Veaeng PK 000+000 PK 011+800 11.8 kms

RP 321 Sala Kraolkou (NR 1) - PK20.200 PK 000+000 PK 011+110 11.1 kms

RP 322 PK 34.365 (NR 319) - Kampong Trach PK 000+000 PK 009+285 9.3 kms

RP 323 PK 28.575 (NR 13) - Peam Metrei PK 000+000 PK 012+100 12.1 kms

RP 324 PK 18 + 520 (NR 13) - VN.Bordor PK 000+000 PK 006+520 6.5 kms

RP 325 PK 18 + 540 (NR 324) - VN. Bordor PK 000+000 PK 007+460 7.5 kms

RP 326 Kampong Chak (NR 13) - VN. Bordor PK 000+000 PK 022+170 22.2 kms

RP 327 Chi Phou (NR 1) - PK 16 + 0 (NR 32) PK 000+000 PK 015+800 15.8 kms

RP 328 Prasoth (NR 1) - Bama (NR 327) PK 000+000 PK 010+600 10.6 kms

RP 329 PK 127 + 820 (NR 1) - Salatanou PK 000+000 PK 019+500 19.5 kms

RP 330 PK 8 + 080 (NR 329) - kampong Chrey PK 000+000 PK 005+640 5.6 kms

RP 331 PK 13.390 (NR 329) - Kampong Krasang (VN Border) PK 000+000 PK 008+110 8.1 kms

RP 332 PK 115.800 (NR 1) - PK 9.680 (NR 329) PK 000+000 PK 010+000 10.0 kms

RP 333 PK 24.560 (NR 1) - Kampong Chamlang PK 000+000 PK 005+860 5.9 kms

RP 334 Pra Soth (NR 1) - Korki (Svay Rieng) PK 000+000 PK 038+130 38.1 kms

RP 335 PK 2 + 870 (Pv.334) - Svay Rieng (VN. Border) PK 000+000 PK 011+860 11.9 kms

RP 336 Kampong Svay - Svay Rieng (VN. Border) PK 000+000 PK 007+590 7.6 kms

RP 337 Chi phou (Svay Rieng) - Svay Rieng (VN. Border) PK 000+000 PK 018+000 18.0 kms

RP 338 PK 162 + 180 (NR 1) - PK 18 +180 (NR 337) Svay Rieng PK 000+000 PK 008+440 8.4 kms

RP 339 PK 162+180 Soknok - VN. Border PK 000+000 PK 013+700 13.7 kms

RP 343 From Senmonorom to Dak Dam PK 000+000 PK 035+000 35.0 kms

RP 344 From Senmonorom to Pichda PK 000+000 PK 040+000 40.0 kms

RP 345 From Senmonorom to Memang PK 000+000 PK 045+000 45.0 kms

Total Numbered Provincial Roads 3,948.8 kms

Unnumbered Provincial Roads

RP EBR Eastern Bassac River Road PK 000+000 PK 089+000 89.0 kms

RP EMR Eastern Mekong River Road PK 000+000 PK 039+500 39.5 kms

RP PTK Preak Tameak to Kampong PK 000+000 PK 021+000 21.0 kms

RP TPR Tror Pang Rolouce Road PK 000+000 PK 002+900 2.9 kms

RP … Anhehaeum to Kandaol Chrum PK 000+000 PK 026+100 26.1 kms

RP … Anlong Veng to Chorm Khsan PK 000+000 PK 115+000 115.0 kms

RP … Anlong Veng to Thai Border PK 000+000 PK 007+000 7.0 kms

RP … Bordinneav Village to Toul Khiev PK 000+000 PK 001+600 1.6 kms

RP … Bortangsou Village to northern Borhuy PK 000+000 PK 002+250 2.3 kms

RP … Chamca to Donng PK 000+000 PK 016+600 16.6 kms

RP … Chhuk to Chum Kiri PK 000+000 PK 011+000 11.0 kms

RP … Chhuk to Samraong PK 000+000 PK 030+100 30.1 kms

RP … Chorm Khsan to Stueng Treng PK 000+000 PK 145+000 145.0 kms

RP … Deamtoul Nimit Village to Chong Toulnimit PK 000+000 PK 001+500 1.5 kms

RP … Don Soy to Tropeang Phleang PK 000+000 PK 020+700 20.7 kms

RP … Kampong Thmor to Kratie PK 000+000 PK 025+000 25.0 kms

RP … Kaong Kang to Sovann Kom PK 000+000 PK 015+200 15.2 kms

RP … Kaun Phnom Village to Tek Thla PK 000+000 PK 002+600 2.6 kms

RP … Kaunklong Village to Kbalprolean PK 000+000 PK 003+000 3.0 kms

RP … Kbal Plean Village to Tanghet Lue PK 000+000 PK 004+000 4.0 kms

RP … Kcheay - Chorm Khsan to VN Border PK 000+000 PK 072+000 72.0 kms

RP … Khlong Popok to Kampong Chhnang Province PK 000+000 PK 000+000 0.0 kms

RP … Koulen District to Chorm Khsan-Prasat Preah Vihear PK 000+000 PK 105+000 105.0 kms

RP … Krek to Romeas HekKrek to Romeas Hek PK 000+000 PK 040+000 40.0 kms

RP … Loang to Taken Commune PK 000+000 PK 035+200 35.2 kms

RP … NR 48 to Thmor Sor PK 000+000 PK 030+000 30.0 kms

RP … NR 76 Pich Chenda to VN Border PK 000+000 PK 068+000 68.0 kms

RP … Odor Meanchey to Anlong Veng PK 000+000 PK 080+000 80.0 kms

RP … Osangourt Village to Southern Borhoy Village PK 000+000 PK 003+600 3.6 kms

RP … Otapok lue Village to Ochar Lue PK 000+000 PK 005+000 5.0 kms

RP … Phnom Dek - Roveang to Spong-Thalab Revat-Stueng Treng PK 000+000 PK 108+000 108.0 kms

Road List Page 3

Complete Road List


RP … Phnom Koy Crosse Road to Kampong Chom Long PK 000+000 PK 017+000 17.0 kms

RP … Pk 142 (NR 3) to RP 123 PK 000+000 PK 004+500 4.5 kms

RP … PK36+470 NR 3 to Kampong Tram -Kampong Spue PK 000+000 PK 025+000 25.0 kms

RP … Ponhea Kreak to Vietnam Border PK 000+000 PK 022+100 22.1 kms

RP … Popel to Chey Nikon PK 000+000 PK 023+500 23.5 kms

RP … Prasat Koh Ke to Prasat Preah Vihear PK 000+000 PK 115+000 115.0 kms

RP … Raleak Kang Choeung to NR 146 PK 000+000 PK 040+500 40.5 kms

RP … Road in Kompong Chhnang Province PK 000+000 PK 010+000 10.0 kms

RP … Road to Somboprey Kuk PK 000+000 PK 025+000 25.0 kms

RP … Rotang Sou Village to Southern Borhoy Village PK 000+000 PK 002+000 2.0 kms

RP … Sbaek Kueu to Chey Nikon PK 000+000 PK 010+000 10.0 kms

RP … Seam Pang (Across River) to Lao Border PK 000+000 PK 030+000 30.0 kms

RP … Srenoy - Anlong Veng (Odomean Chey) PK 000+000 PK 022+550 22.6 kms

RP … Svay Reang to VN Border PK 000+000 PK 025+000 25.0 kms

RP … Tahoeu in Krong Palin Province PK 000+000 PK 002+800 2.8 kms

RP … Taken Koh Sla (Taken Commune NR 4) PK 000+000 PK 045+000 45.0 kms

RP … Tanget Village to Kangork PK 000+000 PK 002+500 2.5 kms

RP … Tanghet Krom Village to Toul Lavea PK 000+000 PK 002+200 2.2 kms

RP … Tany (NR 31) to Tram Sor Sor PK 000+000 PK 017+000 17.0 kms

RP … Tboung Khirum to Ou Reang Ov PK 000+000 PK 029+500 29.5 kms

RP … Thnol Bat Village Village to Orael PK 000+000 PK 006+000 6.0 kms

RP … Toul Lavea Village to Boyakha Village PK 000+000 PK 002+100 2.1 kms

RP … Toul Srolout Village to Chong Phum Toul Slorlout PK 000+000 PK 000+700 0.7 kms

RP … Treuy Koh to Phnom Dong PK 000+000 PK 008+000 8.0 kms

RP … Tropeang Thokv to Ban La Sait PK 000+000 PK 006+500 6.5 kms

RP … Tuk Meas to Phosphate Factory PK 000+000 PK 003+600 3.6 kms

RP … New Provincial Laterite Road in Bat Dambang PK 000+000 PK 007+000 7.0 kms

RP … New Provincial Road in Kampong Chhnang PK 000+000 PK 010+000 10.0 kms

RP … Wat Beng Village PK 000+000 PK 003+000 3.0 kms

RP … Wat Stueng to Snay Anchit (RP 124) PK 000+000 PK 021+200 21.2 kms

RP … Sihanoukville to Steung Hav PK 000+000 PK 028+600 28.6 kms

RP … Botum Sakor to Kiri Sakor PK 000+000 PK 057+500 57.5 kms

Total Unnumbered Provincial Roads 1,751.2 kms

Urban Roads under MWPT

RU 01 Urban Roads in Banteay Mean Chey PK 000+000 PK 004+461 4.5 kms

RU 02 Urban Roads in Bat Dambang PK 000+000 PK 035+000 35.0 kms

RU 03 Urban Roads in Kampong Cham PK 000+000 PK 045+000 45.0 kms

RU 04 Urban Roads in Kampong Chhnang PK 000+000 PK 040+768 40.8 kms

RU 05 Urban Roads in Kampong Spueu PK 000+000 PK 038+250 38.3 kms

RU 06 Urban Roads in Kampong Thum PK 000+000 PK 030+000 30.0 kms

RU 07 Urban Roads in Kampot PK 000+000 PK 033+000 33.0 kms

RU 08 Urban Roads in Kandal PK 000+000 PK 021+240 21.2 kms

RU 09 Urban Roads in Kaoh Kong PK 000+000 PK 003+500 3.5 kms

RU 10 Urban Roads in Kracheh PK 000+000 PK 009+125 9.1 kms

RU 11 Urban Roads in Mondol Kiri PK 000+000 PK 015+250 15.3 kms

RU 12 Urban Roads in Phnom Penh PK 000+000 PK 500+000 500.0 kms

RU 13 Urban Roads in Preah Vihear PK 000+000 PK 012+904 12.9 kms

RU 14 Urban Roads in Prey Veaeng PK 000+000 PK 005+437 5.4 kms

RU 15 Urban Roads in Pousat PK 000+000 PK 060+040 60.0 kms

RU 16 Urban Roads in Roatanak Kiri PK 000+000 PK 069+292 69.3 kms

RU 17 Urban Roads in Siem Reab PK 000+000 PK 396+900 396.9 kms

RU 18 Urban Roads in Sihanuokville PK 000+000 PK 254+000 254.0 kms

RU 19 Urban Roads in Stueng Traeng PK 000+000 PK 029+250 29.3 kms

RU 20 Urban Roads in Svay Rieng PK 000+000 PK 029+066 29.1 kms

RU 21 Urban Roads in Takaev PK 000+000 PK 051+860 51.9 kms

RU 22 Urban Roads in Otdar Mean Chey PK 000+000 PK 005+250 5.3 kms

RU 23 Urban Roads in Krong Kaeb PK 000+000 PK 005+250 5.3 kms

RU 24 Urban Roads in Krong Palin PK 000+000 PK 005+250 5.3 kms

Total Urban Roads under MWPT 1,700.1 kms

N1 Primary National Highways 2,001.9 kms

N2 Secondary National Roads 2,754.0 kms

N3 Numbered Provincial Roads 3,948.8 kms

N3 Unnumbered Provincial Roads 1,751.2 kms

N3 Urban Roads under MWPT 1,700.1 kms

Total Roads Under MWPT 12,156.0 kms

Road List Page 4

National Condition.xls



of Road

Kms 80 60 40 20 10 10

NR 001 Phnom Penh VN Border 167 kms 3 kms 39 kms 17 kms 3 kms 106 kms

NR 002 Phnom Penh VN Border 126 kms 15 kms 52 kms 41 kms 18 kms

NR 003 Phnom Penh Prey Nob 202 kms 4 kms 119 kms 53 kms 4 kms 22 kms

NR 004 Phnom Penh Sihanouk Ville Town 220 kms 26 kms 66 kms 106 kms 22 kms

NR 005 Phnom Penh Thai Border 407 kms 15 kms 86 kms 102 kms 63 kms 141 kms

NR 006 Phnom Penh Sisophan 416 kms 15 kms 24 kms 79 kms 124 kms 35 kms 140 kms

NR 007 Skun Veun Kham (Laos) 463 kms 3 kms 31 kms 45 kms 86 kms 95 kms 204 kms

Total N1: Main National Roads 2,002 kms 45 kms 158 kms 525 kms 444 kms 217 kms 613 kms

NR 011 Neak Loeng Peam Cheag 90 kms 90 kms

NR 013 Svay Rieng Kampong Trach 38 kms 4 kms 17 kms 17 kms

NR 021A Ta Khmau Chrey Thum (VN Bord 75 kms 3 kms 17 kms 56 kms

NR 021B Ta Khmau Roka Khpos 12 kms 1 kms 9 kms 3 kms

NR 022 Takaev Angk Ta Saom (Highw 10 kms 1 kms 4 kms 5 kms

NR 031 Kus Kampong Trach 55 kms 3 kms 12 kms 41 kms

NR 032 Ou Kral Boukou 34 kms 6 kms 16 kms 12 kms

NR 033 Kampot Luxsonn (VN Border) 52 kms 3 kms 26 kms 11 kms 12 kms

NR 033A PK 163+090 Dn. Chang Oeur 18 kms 7 kms 9 kms 2 kms

NR 041 Kangkeng Ream 10 kms 3 kms 4 kms 3 kms

NR 042 PK 14+000 to Batdoen PK 14+000 to Batdoen 24 kms 3 kms 13 kms 6 kms 1 kms

NR 044 Kampong Spoeu Roleak Kang Chueng 84 kms 27 kms 35 kms 22 kms

NR 046 Traeng Trayueng Preah Soramrith Kosa 28 kms 3 kms 21 kms 4 kms 1 kms

NR 048 PK 142+350 NR 4 Kaoh Kong 138 kms 104 kms 35 kms

NR 051 Odongk Kampong Trach 45 kms 0 kms 35 kms 9 kms

NR 052 Wat Ponley Chhnok Tru 8 kms 1 kms 4 kms 3 kms

NR 053 Kampong Chhnang Ach Romeas 45 kms 7 kms 20 kms 18 kms

NR 054 Krakor Tonle Sab 5 kms 1 kms 2 kms 2 kms

NR 055 Krakor Sthani Samraong 24 kms 4 kms 11 kms 9 kms

NR 056 Svay Sisophon Samraong 156 kms 23 kms 70 kms 62 kms

NR 057 Bat Dambang Pai Yakha 97 kms 15 kms 44 kms 39 kms

NR 058 Sisophon , Samraong 114 kms 17 kms 51 kms 46 kms

NR 059 Toul Samraong Lvea 15 kms 2 kms 7 kms 6 kms

NR 061 Thnal Kaeng Preaek Kdam 16 kms 2 kms 14 kms

NR 062 Sampaong Chey Prey Totueng 20 kms 3 kms 9 kms 8 kms

NR 063 Siem Reab Phnum Kraom 14 kms 2 kms 6 kms 6 kms

NR 064 Thnal Baek Preah Vihear (Kampon 157 kms 24 kms 71 kms 63 kms

NR 066 Siem Reab Phnum Daek 140 kms 21 kms 63 kms 56 kms

NR 066A Angkor Wat PK 321+690 21 kms 3 kms 9 kms 8 kms

NR 066B PK 05+460 PK 19+620 6 kms 1 kms 3 kms 2 kms

NR 067 Siem Reap Anlong Veng (Thai Bor 130 kms 20 kms 59 kms 52 kms

NR 068 Sala Srok Kralanh Samraong 110 kms 17 kms 50 kms 44 kms

NR 070 Prey Totueng Peam Chi Kang 13 kms 5 kms 9 kms

NR 071 Traeung Kampong Thma (Km 1 58 kms 0 kms 28 kms 29 kms

NR 072 Kreak VN Border 14 kms 4 kms 9 kms 1 kms 0 kms

NR 073 Prasat Chhloung 58 kms 9 kms 26 kms 23 kms

NR 074 Snou VN Border 19 kms 3 kms 9 kms 8 kms

NR 076 Ksoem (PK 266) Ksoem (PK 266) to Ou 335 kms 50 kms 151 kms 134 kms

NR 076A Ksoem (PK 266) to Ou Ksoem (PK 266) to Ou 105 kms 16 kms 47 kms 42 kms

NR 078 Ou Pong Maon (PK 45 VN Border 242 kms 36 kms 109 kms 97 kms

NR 078A Ou Chum Ou Chum to Veun Sai 40 kms 6 kms 18 kms 16 kms

NR SL Veal Touch Mean Chey (NR 7) 80 kms 5 kms 65 kms 9 kms 1 kms

Total N2: Other National Roads 2,754 kms 121 kms 502 kms 1,060 kms 980 kms 90 kms

RP AC Provincial Roads Asphalt Surface 0 kms

RP ST Provincial Roads Surface Treatment 0 kms

RP PM Provincial Roads Macadam 766 kms 140 kms 255 kms 256 kms 115 kms

RP LA Provincial Roads Laterite 3,360 kms 88 kms 1,415 kms 1,048 kms 689 kms 120 kms

RP EA Provincial Roads Earth 1,574 kms 10 kms 745 kms 790 kms 28 kms

RU AC Urban Roads Asphalt Surface 50 kms 5 kms 20 kms 18 kms 8 kms

RU ST Urban Roads Surface Treatment 50 kms 15 kms 25 kms 10 kms

RU PM Urban Roads Macadam 700 kms 128 kms 233 kms 234 kms 105 kms

RU LA Urban Roads Laterite 800 kms 24 kms 240 kms 360 kms 176 kms

RU EA Urban Roads Earth 100 kms 10 kms 48 kms 42 kms

Total N3: Provincial & Urban Roads 7,400 kms 117 kms 1,978 kms 2,731 kms 2,204 kms 369 kms

Total All Roads 12,156 kms 45 kms 396 kms 3,006 kms 4,236 kms 3,401 kms 1,072 kms

Road # From To

Page 1 Totals




of Road

Kms 80 60 40 20 10 10

NR 001 Phnom Penh VN Border 167 kms 2% 23% 10% 2% 64%

NR 002 Phnom Penh VN Border 126 kms 12% 41% 32% 14%

NR 003 Phnom Penh Prey Nob 202 kms 2% 59% 26% 2% 11%

NR 004 Phnom Penh Sihanouk Ville Town 220 kms 12% 30% 48% 10%

NR 005 Phnom Penh Thai Border 407 kms 4% 21% 25% 15% 35%

NR 006 Phnom Penh Sisophan 416 kms 4% 6% 19% 30% 8% 34%

NR 007 Skun Veun Kham (Laos) 463 kms 1% 7% 10% 18% 20% 44%

Total N1: Main National Roads 2,002 kms 2% 8% 26% 22% 11% 31%

NR 011 Neak Loeng Peam Cheag 90 kms 100%

NR 013 Svay Rieng Kampong Trach 38 kms 10% 45% 45%

NR 021A Ta Khmau Chrey Thum (VN Borde 75 kms 4% 22% 74%

NR 021B Ta Khmau Roka Khpos 12 kms 5% 73% 22%

NR 022 Takaev Angk Ta Saom (Highwa 10 kms 6% 47% 47%

NR 031 Kus Kampong Trach 55 kms 5% 21% 74%

NR 032 Ou Kral Boukou 34 kms 18% 47% 35%

NR 033 Kampot Luxsonn (VN Border) 52 kms 5% 51% 21% 23%

NR 033A PK 163+090 Dn. Chang Oeur 18 kms 37% 50% 13%

NR 041 Kangkeng Ream 10 kms 32% 41% 27%

NR 042 PK 14+000 to BatdoengPK 14+000 to Batdoeng 24 kms 14% 55% 26% 5%

NR 044 Kampong Spoeu Roleak Kang Chueng 84 kms 32% 41% 27%

NR 046 Traeng Trayueng Preah Soramrith Kosam 28 kms 10% 73% 14% 3%

NR 048 PK 142+350 NR 4 Kaoh Kong 138 kms 75% 25%

NR 051 Odongk Kampong Trach 45 kms 1% 78% 21%

NR 052 Wat Ponley Chhnok Tru 8 kms 15% 45% 40%

NR 053 Kampong Chhnang Ach Romeas 45 kms 15% 45% 40%

NR 054 Krakor Tonle Sab 5 kms 15% 45% 40%

NR 055 Krakor Sthani Samraong 24 kms 15% 45% 40%

NR 056 Svay Sisophon Samraong 156 kms 15% 45% 40%

NR 057 Bat Dambang Pai Yakha 97 kms 15% 45% 40%

NR 058 Sisophon , Samraong 114 kms 15% 45% 40%

NR 059 Toul Samraong Lvea 15 kms 15% 45% 40%

NR 061 Thnal Kaeng Preaek Kdam 16 kms 14% 86%

NR 062 Sampaong Chey Prey Totueng 20 kms 15% 45% 40%

NR 063 Siem Reab Phnum Kraom 14 kms 15% 45% 40%

NR 064 Thnal Baek Preah Vihear (Kampong 157 kms 15% 45% 40%

NR 066 Siem Reab Phnum Daek 140 kms 15% 45% 40%

NR 066A Angkor Wat PK 321+690 21 kms 15% 45% 40%

NR 066B PK 05+460 PK 19+620 6 kms 15% 45% 40%

NR 067 Siem Reap Anlong Veng (Thai Bord 130 kms 15% 45% 40%

NR 068 Sala Srok Kralanh Samraong 110 kms 15% 45% 40%

NR 070 Prey Totueng Peam Chi Kang 13 kms 34% 66%

NR 071 Traeung Kampong Thma (Km 13 58 kms 1% 49% 51%

NR 072 Kreak VN Border 14 kms 27% 63% 9% 1%

NR 073 Prasat Chhloung 58 kms 15% 45% 40%

NR 074 Snou VN Border 19 kms 15% 45% 40%

NR 076 Ksoem (PK 266) Ksoem (PK 266) to Ou 335 kms 15% 45% 40%

NR 076A Ksoem (PK 266) to Ou Ksoem (PK 266) to Ou 105 kms 15% 45% 40%

NR 078 Ou Pong Maon (PK 459VN Border 242 kms 15% 45% 40%

NR 078A Ou Chum Ou Chum to Veun Sai 40 kms 15% 45% 40%

NR SL Veal Touch Mean Chey (NR 7) 80 kms 6% 82% 11% 1%

Total N2: Other National Roads 2,754 kms 4% 18% 39% 36% 3%



RP PM Provincial Roads Macadam 766 kms 18% 33% 33% 15%

RP LA Provincial Roads Laterite 3,360 kms 3% 42% 31% 20% 4%

RP EA Provincial Roads Earth 1,574 kms 1% 47% 50% 2%

RU AC Urban Roads Asphalt Surface 50 kms 10% 40% 35% 15%

RU ST Urban Roads Surface Treatment 50 kms 30% 50% 20%

RU PM Urban Roads Macadam 700 kms 18% 33% 33% 15%

RU LA Urban Roads Laterite 800 kms 3% 30% 45% 22%

RU EA Urban Roads Earth 100 kms 10% 48% 42%

Total N3: Provincial & Urban Roads 7,400 kms 2% 27% 37% 30% 5%

Total All Roads 12,156 kms 0% 3% 25% 35% 28% 9%

Road # From To

Page 2 Totals






NR 001 Phnom Penh VN Border 167 kms 5.0 kms 106.2 kms 55.9 kms

NR 002 Phnom Penh VN Border 126 kms 5.1 kms 121.3 kms

NR 003 Phnom Penh Prey Nob 202 kms 12.1 kms 22.0 kms 167.9 kms

NR 004 Phnom Penh Sihanouk Ville Town 220 kms 220.0 kms

NR 005 Phnom Penh Thai Border 407 kms 48.5 kms 140.6 kms 218.4 kms

NR 006 Phnom Penh Sisophan 416 kms 52.5 kms 131.0 kms 159.1 kms 73.4 kms

NR 007 Skun Veun Kham (Laos) 463 kms 49.0 kms 203.8 kms 210.2 kms

Total N1: Main National Roads 2,002 kms 392 kms 604 kms 933 kms 73 kms 0 kms

NR 011 Neak Loeng Peam Cheag 90 kms 90 kms

NR 013 Svay Rieng Kampong Trach 38 kms 38 kms

NR 021A Ta Khmau Chrey Thum (VN Bord 75 kms 15 kms 60 kms

NR 021B Ta Khmau Roka Khpos 12 kms 12 kms

NR 022 Takaev Angk Ta Saom (Highw 10 kms 10 kms

NR 031 Kus Kampong Trach 55 kms 52 kms 3 kms

NR 032 Ou Kral Boukou 34 kms 34 kms

NR 033 Kampot Luxsonn (VN Border) 52 kms 36 kms 16 kms

NR 033A PK 163+090 Dn. Chang Oeur 18 kms 18 kms

NR 041 Kangkeng Ream 10 kms 10 kms

NR 042 PK 14+000 to BatdoengPK 14+000 to Batdoen 24 kms 24 kms

NR 044 Kampong Spoeu Roleak Kang Chueng 84 kms 84 kms

NR 046 Traeng Trayueng Preah Soramrith Kosa 28 kms 28 kms

NR 048 PK 142+350 NR 4 Kaoh Kong 138 kms 138 kms

NR 051 Odongk Kampong Trach 45 kms 45 kms

NR 052 Wat Ponley Chhnok Tru 8 kms 5 kms 3 kms

NR 053 Kampong Chhnang Ach Romeas 45 kms 29 kms 16 kms

NR 054 Krakor Tonle Sab 5 kms 3 kms 2 kms

NR 055 Krakor Sthani Samraong 24 kms 15 kms 8 kms

NR 056 Svay Sisophon Samraong 156 kms 101 kms 55 kms

NR 057 Bat Dambang Pai Yakha 97 kms 63 kms 34 kms

NR 058 Sisophon , Samraong 114 kms 74 kms 40 kms

NR 059 Toul Samraong Lvea 15 kms 10 kms 5 kms

NR 061 Thnal Kaeng Preaek Kdam 16 kms 16 kms

NR 062 Sampaong Chey Prey Totueng 20 kms 13 kms 7 kms

NR 063 Siem Reab Phnum Kraom 14 kms 9 kms 5 kms

NR 064 Thnal Baek Preah Vihear (Kampo 157 kms 102 kms 55 kms

NR 066 Siem Reab Phnum Daek 140 kms 91 kms 49 kms

NR 066A Angkor Wat PK 321+690 21 kms 13 kms 7 kms

NR 066B PK 05+460 PK 19+620 6 kms 4 kms 2 kms

NR 067 Siem Reap Anlong Veng (Thai Bo 130 kms 85 kms 46 kms

NR 068 Sala Srok Kralanh Samraong 110 kms 72 kms 39 kms

NR 070 Prey Totueng Peam Chi Kang 13 kms 13 kms

NR 071 Traeung Kampong Thma (Km 1 58 kms 58 kms

NR 072 Kreak VN Border 14 kms 14 kms

NR 073 Prasat Chhloung 58 kms 38 kms 20 kms

NR 074 Snou VN Border 19 kms 12 kms 7 kms

NR 076 Ksoem (PK 266) Ksoem (PK 266) to Ou 335 kms 218 kms 117 kms

NR 076A Ksoem (PK 266) to Ou CKsoem (PK 266) to Ou 105 kms 68 kms 37 kms

NR 078 Ou Pong Maon (PK 459VN Border 242 kms 157 kms 85 kms

NR 078A Ou Chum Ou Chum to Veun Sai 40 kms 26 kms 14 kms

NR SL Veal Touch Mean Chey (NR 7) 80 kms 80 kms

Total N2: Other National Roads 2,754 kms 90 kms 1,605 kms 1,059 kms

RP AC Provincial Roads Aspha 0 kms 0 kms

RP ST Provincial Roads Surfac 0 kms 0 kms

RP PM Provincial Roads Macad 766 kms 766 kms

RP LA Provincial Roads Laterit 3,360 kms 3,360 kms

RP EA Provincial Roads Earth 1,574 kms 1,574 kms

RU AC Urban Roads Asphalt S 50 kms 50 kms

RU ST Urban Roads Surface T 50 kms 50 kms

RU PM Urban Roads Macadam 700 kms 700 kms

RU LA Urban Roads Laterite 800 kms 800 kms

RU EA Urban Roads Earth 100 kms 100 kms

Total N3: Provincial & Urban Roads 7,400 kms 50 kms 50 kms 1,466 kms 4,160 kms 1,674 kms

Total All Roads 12,156 kms 442 kms 744 kms 4,004 kms 5,292 kms 1,674 kms


Total N2: Other National Roads 2,754 kms 90 kms 1,605 kms 1,059 kms

Total N3: Provincial Roads 7,400 kms 50 kms 50 kms 1,466 kms 4,160 kms 1,674 kms

Total All Roads 12,156 kms 442 kms 744 kms 4,004 kms 5,292 kms 1,674 kms

Total N1: Main National Roads 16.5% 19.6% 30.1% 46.6% 3.7% 0.0%

Total N2: Other National Roads 22.7% 3.3% 58.3% 38.5%

Total N3: Provincial Roads 60.9% 0.7% 0.7% 19.8% 56.2% 22.6%

Total All Roads 100.0% 3.6% 6.1% 32.9% 43.5% 13.8%

Road # From To

Surfaces




of Road of Road

Kms 80 60 40 20 10 10 AC

NR 001 Phnom Penh VN Border 167 kms 2.3 kms 2.3 kms 0.5 kms 5.0 kms

NR 002 Phnom Penh VN Border 126 kms 2.0 kms 2.5 kms 0.5 kms 5.1 kms

NR 003 Phnom Penh Prey Nob 202 kms 2.7 kms 5.8 kms 3.6 kms 12.1 kms

NR 004 Phnom Penh Sihanouk Ville Town 220 kms 26.4 kms 66.0 kms 105.6 kms 22.0 kms 220.0 kms

NR 005 Phnom Penh Thai Border 407 kms 31.5 kms 10.7 kms 6.3 kms 48.5 kms

NR 006 Phnom Penh Sisophan 416 kms 14.7 kms 19.4 kms 15.8 kms 1.6 kms 1.1 kms 52.5 kms

NR 007 Skun Veun Kham (Laos) 463 kms 3.4 kms 30.9 kms 13.2 kms 1.5 kms 49.0 kms

Total N1: Main National Roads 2,002 kms 44.5 kms 123.2 kms 176.7 kms 40.3 kms 6.3 kms 1.1 kms 392.1 kms

NR 011 Neak Loeng Peam Cheag 90 kms

NR 013 Svay Rieng Kampong Trach 38 kms

NR 021A Ta Khmau Chrey Thum (VN Bord 75 kms

NR 021B Ta Khmau Roka Khpos 12 kms

NR 022 Takaev Angk Ta Saom (Highw 10 kms

NR 031 Kus Kampong Trach 55 kms

NR 032 Ou Kral Boukou 34 kms

NR 033 Kampot Luxsonn (VN Border) 52 kms

NR 033A PK 163+090 Dn. Chang Oeur 18 kms

NR 041 Kangkeng Ream 10 kms

NR 042 PK 14+000 to BatdPK 14+000 to Batdoe 24 kms

NR 044 Kampong Spoeu Roleak Kang Chueng 84 kms

NR 046 Traeng Trayueng Preah Soramrith Kosa 28 kms

NR 048 PK 142+350 NR 4 Kaoh Kong 138 kms

NR 051 Odongk Kampong Trach 45 kms

NR 052 Wat Ponley Chhnok Tru 8 kms

NR 053 Kampong ChhnangAch Romeas 45 kms

NR 054 Krakor Tonle Sab 5 kms

NR 055 Krakor Sthani Samraong 24 kms

NR 056 Svay Sisophon Samraong 156 kms

NR 057 Bat Dambang Pai Yakha 97 kms

NR 058 Sisophon , Samrao 114 kms

NR 059 Toul Samraong Lvea 15 kms

NR 061 Thnal Kaeng Preaek Kdam 16 kms

NR 062 Sampaong Chey Prey Totueng 20 kms

NR 063 Siem Reab Phnum Kraom 14 kms

NR 064 Thnal Baek Preah Vihear (Kampo 157 kms

NR 066 Siem Reab Phnum Daek 140 kms

NR 066A Angkor Wat PK 321+690 21 kms

NR 066B PK 05+460 PK 19+620 6 kms

NR 067 Siem Reap Anlong Veng (Thai Bo 130 kms

NR 068 Sala Srok Kralanh Samraong 110 kms

NR 070 Prey Totueng Peam Chi Kang 13 kms

NR 071 Traeung Kampong Thma (Km 58 kms

NR 072 Kreak VN Border 14 kms

NR 073 Prasat Chhloung 58 kms

NR 074 Snou VN Border 19 kms

NR 076 Ksoem (PK 266) Ksoem (PK 266) to O 335 kms

NR 076A Ksoem (PK 266) toKsoem (PK 266) to O 105 kms

NR 078 Ou Pong Maon (PKVN Border 242 kms

NR 078A Ou Chum Ou Chum to Veun Sa 40 kms

NR SL Veal Touch Mean Chey (NR 7) 80 kms

Total N2: Other National Roads 2,754 kms 0.0 kms

RP AC Provincial Roads A 0 kms 0.0 kms

RP ST Provincial Roads S 0 kms

RP PM Provincial Roads M 766 kms

RP LA Provincial Roads L 3,360 kms

RP EA Provincial Roads E 1,574 kms

RU AC Urban Roads Asph 50 kms 5.0 kms 20.0 kms 17.5 kms 7.5 kms 50.0 kms

RU ST Urban Roads Surfa 50 kms

RU PM Urban Roads Maca 700 kms

RU LA Urban Roads Late 800 kms

RU EA Urban Roads Earth 100 kms

Total N3: Provincial & Urban Roads 7,400 kms 5.0 kms 20.0 kms 17.5 kms 7.5 kms 50.0 kms

103.5 kms

Total All Roads 12,156 kms 44.5 kms 128.2 kms 196.7 kms 57.8 kms 13.8 kms 1.1 kms 442.1 kms

Road # From To

Page 4 AC Paved




of Road of Road

Kms 80 60 40 20 10 10 AC



NR 003 Phnom Penh Prey Nob 202 kms 22% 48% 30% 6%

NR 004 Phnom Penh Sihanouk Ville Town 220 kms 12% 30% 48% 10% 100%

NR 005 Phnom Penh Thai Border 407 kms 65% 22% 13% 12%


NR 007 Skun Veun Kham (Laos) 463 kms 7% 63% 27% 3% 11%

Total N1: Main National Roads 2,002 kms 2% 6% 9% 2% 0% 0% 20%






























NR 066B PK 05+460 PK 19+620 6 kms













Total N2: Other National Roads 2,754 kms 0%

RP AC Provincial Roads Asphalt Surface 0 kms 100%


RP PM Provincial Roads Macadam 766 kms

RP LA Provincial Roads Laterite 3,360 kms

RP EA Provincial Roads Earth 1,574 kms

RU AC Urban Roads Asphalt Surface 50 kms 10% 40% 35% 15% 100%

RU ST Urban Roads Surface Treatment 50 kms

RU PM Urban Roads Macadam 700 kms

RU LA Urban Roads Laterite 800 kms



Total All Roads 12,156 kms 0% 1% 2% 0% 0% 0% 0.2 kms

Total N1: Main National Roads 2,002 kms 45 kms 123 kms 177 kms 40 kms 6 kms 1 kms 392 kms

Total N2: Other National Roads 2,754 kms 0 kms

Total N3: Provincial Roads 7,400 kms 5 kms 20 kms 18 kms 8 kms 50 kms

Total All Roads 12,156 kms 45 kms 128 kms 197 kms 58 kms 14 kms 1 kms 442 kms


Total N2: Other National Roads 2,754 kms

Total N3: Provincial Roads 7,400 kms 10% 40% 35% 15%


Road # From To

Page 5 AC Paved




of Road of Road

Kms 80 60 40 20 10 10 ST

NR 001 Phnom Penh VN Border 167 kms 106.2 kms 106.2 kms

NR 002 Phnom Penh VN Border 126 kms

NR 003 Phnom Penh Prey Nob 202 kms 22.0 kms 22.0 kms

NR 004 Phnom Penh Sihanouk Ville Town 220 kms

NR 005 Phnom Penh Thai Border 407 kms 140.6 kms 140.6 kms

NR 006 Phnom Penh Sisophan 416 kms 131.0 kms 131.0 kms

NR 007 Skun Veun Kham (Laos) 463 kms 203.8 kms 203.8 kms

Total N1: Main National Roads 2,002 kms 603.6 kms 603.6 kms

NR 011 Neak Loeng Peam Cheag 90 kms 90.3 kms 90.3 kms


NR 021A Ta Khmau Chrey Thum (VN Bor 75 kms



























NR 066B PK 05+460 PK 19+620 6 kms













Total N2: Other National Roads 2,754 kms 90.3 kms 90.3 kms

RP AC Provincial Roads A 0 kms

RP ST Provincial Roads S 0 kms 0.0 kms




RU AC Urban Roads Asph 50 kms

RU ST Urban Roads Surfa 50 kms 15.0 kms 25.0 kms 10.0 kms 50.0 kms

RU PM Urban Roads Mac 700 kms



Total N3: Provincial & Urban Roads 7,400 kms 15.0 kms 25.0 kms 10.0 kms 50.0 kms

103.5 kms

Total All Roads 12,156 kms 15.0 kms 25.0 kms 10.0 kms 693.8 kms 743.8 kms

Road # From To

Page 6 Surface Treatment




of Road of Road

Kms 80 60 40 20 10 10 ST

NR 001 Phnom Penh VN Border 167 kms 100% 64%


NR 003 Phnom Penh Prey Nob 202 kms 100% 11%


NR 005 Phnom Penh Thai Border 407 kms 100% 35%

NR 006 Phnom Penh Sisophan 416 kms 100% 31%

NR 007 Skun Veun Kham (Laos) 463 kms 100% 44%

Total N1: Main National Roads 2,002 kms 30% 30%

NR 011 Neak Loeng Peam Cheag 90 kms 100% 100%


NR 021A Ta Khmau Chrey Thum (VN Bor 75 kms



























NR 066B PK 05+460 PK 19+620 6 kms













Total N2: Other National Roads 2,754 kms 3% 3%


RP ST Provincial Roads Surface Treatment 0 kms 100%




RU AC Urban Roads Asphalt Surface 50 kms

RU ST Urban Roads Surface Treatment 50 kms 30% 50% 20% 100%




Total N3: Provincial & Urban Roads 7,400 kms 0% 0% 0% 1%

0.8 kms

Total All Roads 12,156 kms 0% 0% 0% 6% 0.3 kms

Total N1: Main National Roads 2,002 kms 604 kms 604 kms

Total N2: Other National Roads 2,754 kms 90 kms 90 kms

Total N3: Provincial Roads 7,400 kms 15 kms 25 kms 10 kms 50 kms

Total All Roads 12,156 kms 15 kms 25 kms 10 kms 694 kms 744 kms

Total N1: Main National Roads 2,002 kms 100% 30%

Total N2: Other National Roads 2,754 kms 100% 3%


Total All Roads 12,156 kms 2% 3% 1% 93% 6%

Road # From To

Page 7 Surface Treatment




of Road of Road

Kms 80 60 40 20 10 10 Macadam

NR 001 Phnom Penh VN Border 167 kms 0.6 kms 36.4 kms 16.2 kms 2.8 kms 55.9 kms

NR 002 Phnom Penh VN Border 126 kms 13.3 kms 49.7 kms 40.0 kms 18.2 kms 121.3 kms

NR 003 Phnom Penh Prey Nob 202 kms 0.8 kms 113.6 kms 49.6 kms 3.9 kms 167.9 kms


NR 005 Phnom Penh Thai Border 407 kms 15.3 kms 54.6 kms 91.7 kms 56.8 kms 218.4 kms

NR 006 Phnom Penh Sisophan 416 kms 3.2 kms 43.0 kms 81.1 kms 23.9 kms 8.0 kms 159.1 kms

NR 007 Skun Veun Kham (Laos) 463 kms 31.5 kms 84.1 kms 94.6 kms 210.2 kms

Total N1: Main National Roads 2,002 kms 33.2 kms 328.8 kms 362.7 kms 200.1 kms 8.0 kms 932.8 kms


NR 013 Svay Rieng Kampong Trach 38 kms 3.8 kms 17.1 kms 17.1 kms 38.1 kms

NR 021A Ta Khmau Chrey Thum (VN Bor 75 kms 0.6 kms 3.3 kms 11.1 kms 15.0 kms

NR 021B Ta Khmau Roka Khpos 12 kms 0.6 kms 8.6 kms 2.6 kms 11.8 kms

NR 022 Takaev Angk Ta Saom (Highw 10 kms 0.6 kms 4.5 kms 4.5 kms 9.6 kms

NR 031 Kus Kampong Trach 55 kms 11.3 kms 40.7 kms 52.0 kms

NR 032 Ou Kral Boukou 34 kms 6.1 kms 15.9 kms 11.6 kms 33.5 kms

NR 033 Kampot Luxsonn (VN Border) 52 kms 14.6 kms 9.7 kms 11.7 kms 35.9 kms

NR 033A PK 163+090 Dn. Chang Oeur 18 kms 6.8 kms 9.1 kms 2.4 kms 18.3 kms

NR 041 Kangkeng Ream 10 kms 3.3 kms 4.3 kms 2.7 kms 10.3 kms


NR 044 Kampong Spoeu Roleak Kang Chueng 84 kms 26.6 kms 34.6 kms 22.3 kms 83.6 kms




NR 052 Wat Ponley Chhnok Tru 8 kms 0.8 kms 2.3 kms 2.1 kms 5.2 kms

NR 053 Kampong ChhnangAch Romeas 45 kms 4.4 kms 13.1 kms 11.6 kms 29.1 kms

NR 054 Krakor Tonle Sab 5 kms 0.5 kms 1.6 kms 1.4 kms 3.4 kms

NR 055 Krakor Sthani Samraong 24 kms 2.3 kms 6.9 kms 6.1 kms 15.3 kms

NR 056 Svay Sisophon Samraong 156 kms 15.2 kms 45.6 kms 40.6 kms 101.4 kms

NR 057 Bat Dambang Pai Yakha 97 kms 9.5 kms 28.4 kms 25.3 kms 63.2 kms

NR 058 Sisophon , Samrao 114 kms 11.1 kms 33.3 kms 29.6 kms 74.1 kms

NR 059 Toul Samraong Lvea 15 kms 1.5 kms 4.4 kms 4.0 kms 9.9 kms

NR 061 Thnal Kaeng Preaek Kdam 16 kms 2.3 kms 13.8 kms 16.1 kms

NR 062 Sampaong Chey Prey Totueng 20 kms 2.0 kms 5.9 kms 5.3 kms 13.1 kms

NR 063 Siem Reab Phnum Kraom 14 kms 1.4 kms 4.2 kms 3.7 kms 9.3 kms

NR 064 Thnal Baek Preah Vihear (Kampo 157 kms 15.3 kms 45.9 kms 40.8 kms 102.1 kms

NR 066 Siem Reab Phnum Daek 140 kms 13.6 kms 40.9 kms 36.4 kms 90.9 kms

NR 066A Angkor Wat PK 321+690 21 kms 2.0 kms 6.0 kms 5.4 kms 13.4 kms

NR 066B PK 05+460 PK 19+620 6 kms 0.6 kms 1.8 kms 1.6 kms 4.0 kms

NR 067 Siem Reap Anlong Veng (Thai Bo 130 kms 12.7 kms 38.0 kms 33.8 kms 84.5 kms

NR 068 Sala Srok Kralanh Samraong 110 kms 10.7 kms 32.2 kms 28.6 kms 71.5 kms

NR 070 Prey Totueng Peam Chi Kang 13 kms 4.6 kms 8.8 kms 13.4 kms

NR 071 Traeung Kampong Thma (Km 58 kms 0.4 kms 28.0 kms 29.2 kms 57.6 kms


NR 073 Prasat Chhloung 58 kms 5.7 kms 17.0 kms 15.1 kms 37.7 kms

NR 074 Snou VN Border 19 kms 1.8 kms 5.5 kms 4.9 kms 12.3 kms

NR 076 Ksoem (PK 266) Ksoem (PK 266) to O 335 kms 32.7 kms 98.0 kms 87.1 kms 217.8 kms

NR 076A Ksoem (PK 266) toKsoem (PK 266) to O 105 kms 10.2 kms 30.7 kms 27.3 kms 68.3 kms

NR 078 Ou Pong Maon (PKVN Border 242 kms 23.6 kms 70.7 kms 62.9 kms 157.1 kms

NR 078A Ou Chum Ou Chum to Veun Sa 40 kms 3.9 kms 11.7 kms 10.4 kms 26.0 kms


Total N2: Other National Roads 2,754 kms 244.8 kms 697.5 kms 662.4 kms 1604.8 kms



RP PM Provincial Roads M 766 kms 139.9 kms 255.2 kms 255.6 kms 115.2 kms 766.0 kms





RU PM Urban Roads Mac 700 kms 127.9 kms 233.2 kms 233.6 kms 105.3 kms 700.0 kms




103.5 kms

Total All Roads 12,156 kms 33.2 kms 841.4 kms 1548.7 kms 1351.7 kms 228.5 kms 4003.6 kms

Road # From To

Page 8 Macadam




of Road of Road

Kms 80 60 40 20 10 10 Macadam



NR 003 Phnom Penh Prey Nob 202 kms 1% 68% 30% 2% 83%


NR 005 Phnom Penh Thai Border 407 kms 7% 25% 42% 26% 54%


NR 007 Skun Veun Kham (Laos) 463 kms 15% 40% 45% 45%



NR 013 Svay Rieng Kampong Trach 38 kms 10% 45% 45% 100%

NR 021A Ta Khmau Chrey Thum (VN Bor 75 kms 4% 22% 74% 20%

NR 021B Ta Khmau Roka Khpos 12 kms 5% 73% 22% 100%

NR 022 Takaev Angk Ta Saom (Highw 10 kms 6% 47% 47% 100%

NR 031 Kus Kampong Trach 55 kms 22% 78% 94%

NR 032 Ou Kral Boukou 34 kms 18% 47% 35% 100%

NR 033 Kampot Luxsonn (VN Border) 52 kms 41% 27% 32% 69%

NR 033A PK 163+090 Dn. Chang Oeur 18 kms 37% 50% 13% 100%

NR 041 Kangkeng Ream 10 kms 32% 41% 27% 100%


NR 044 Kampong Spoeu Roleak Kang Chueng 84 kms 32% 41% 27% 100%




NR 052 Wat Ponley Chhnok Tru 8 kms 15% 45% 40% 65%

NR 053 Kampong ChhnangAch Romeas 45 kms 15% 45% 40% 65%

NR 054 Krakor Tonle Sab 5 kms 15% 45% 40% 65%

NR 055 Krakor Sthani Samraong 24 kms 15% 45% 40% 65%

NR 056 Svay Sisophon Samraong 156 kms 15% 45% 40% 65%

NR 057 Bat Dambang Pai Yakha 97 kms 15% 45% 40% 65%

NR 058 Sisophon , Samrao 114 kms 15% 45% 40% 65%

NR 059 Toul Samraong Lvea 15 kms 15% 45% 40% 65%

NR 061 Thnal Kaeng Preaek Kdam 16 kms 14% 86% 100%

NR 062 Sampaong Chey Prey Totueng 20 kms 15% 45% 40% 65%

NR 063 Siem Reab Phnum Kraom 14 kms 15% 45% 40% 65%

NR 064 Thnal Baek Preah Vihear (Kampo 157 kms 15% 45% 40% 65%

NR 066 Siem Reab Phnum Daek 140 kms 15% 45% 40% 65%

NR 066A Angkor Wat PK 321+690 21 kms 15% 45% 40% 65%

NR 066B PK 05+460 PK 19+620 6 kms 15% 45% 40% 65%

NR 067 Siem Reap Anlong Veng (Thai Bo 130 kms 15% 45% 40% 65%

NR 068 Sala Srok Kralanh Samraong 110 kms 15% 45% 40% 65%

NR 070 Prey Totueng Peam Chi Kang 13 kms 34% 66% 100%

NR 071 Traeung Kampong Thma (Km 58 kms 1% 49% 51% 100%


NR 073 Prasat Chhloung 58 kms 15% 45% 40% 65%

NR 074 Snou VN Border 19 kms 15% 45% 40% 65%

NR 076 Ksoem (PK 266) Ksoem (PK 266) to O 335 kms 15% 45% 40% 65%

NR 076A Ksoem (PK 266) toKsoem (PK 266) to O 105 kms 15% 45% 40% 65%

NR 078 Ou Pong Maon (PKVN Border 242 kms 15% 45% 40% 65%

NR 078A Ou Chum Ou Chum to Veun Sa 40 kms 15% 45% 40% 65%


Total N2: Other National Roads 2,754 kms 9% 25% 24% 58%



RP PM Provincial Roads Macadam 766 kms 18% 33% 33% 15% 100%





RU PM Urban Roads Macadam 700 kms 18% 33% 33% 15% 100%




0.8 kms

Total All Roads 12,156 kms 0% 7% 13% 11% 2% 1.2 kms

Total N1: Main National Roads 2,002 kms 33 kms 329 kms 363 kms 200 kms 8 kms 933 kms

Total N2: Other National Roads 2,754 kms 245 kms 698 kms 662 kms 1,605 kms

Total N3: Provincial Roads 7,400 kms 268 kms 488 kms 489 kms 221 kms 1,466 kms

Total All Roads 12,156 kms 33 kms 841 kms 1,549 kms 1,352 kms 229 kms 4,004 kms

Total N1: Main National Roads 2,002 kms 4% 35% 39% 21% 1%

Total N2: Other National Roads 2,754 kms 15% 43% 41%



Road # From To

Page 9 Macadam




of Road of Road

Kms 80 60 40 20 10 10 Laterite



NR 003 Phnom Penh Prey Nob 202 kms


NR 005 Phnom Penh Thai Border 407 kms

NR 006 Phnom Penh Sisophan 416 kms 1.5 kms 19.8 kms 41.1 kms 11.0 kms 73.4 kms

NR 007 Skun Veun Kham (Laos) 463 kms

Total N1: Main National Roads 2,002 kms 1.5 kms 19.8 kms 41.1 kms 11.0 kms 73.4 kms



NR 021A Ta Khmau Chrey Thum (VN Bor 75 kms 2.4 kms 13.2 kms 44.5 kms 60.1 kms



NR 031 Kus Kampong Trach 55 kms 2.8 kms 0.2 kms 0.1 kms 3.1 kms


NR 033 Kampot Luxsonn (VN Border) 52 kms 2.6 kms 11.8 kms 1.2 kms 0.1 kms 15.8 kms



NR 042 PK 14+000 to BatdPK 14+000 to Batdoe 24 kms 3.4 kms 13.4 kms 6.3 kms 1.2 kms 24.3 kms


NR 046 Traeng Trayueng Preah Soramrith Kosa 28 kms 2.9 kms 20.5 kms 3.9 kms 0.8 kms 28.0 kms

NR 048 PK 142+350 NR 4 Kaoh Kong 138 kms 103.5 kms 34.5 kms 138.0 kms

NR 051 Odongk Kampong Trach 45 kms 0.4 kms 34.9 kms 9.4 kms 44.7 kms

NR 052 Wat Ponley Chhnok Tru 8 kms 0.4 kms 1.3 kms 1.1 kms 2.8 kms

NR 053 Kampong ChhnangAch Romeas 45 kms 2.3 kms 7.0 kms 6.3 kms 15.7 kms

NR 054 Krakor Tonle Sab 5 kms 0.3 kms 0.8 kms 0.7 kms 1.9 kms

NR 055 Krakor Sthani Samraong 24 kms 1.2 kms 3.7 kms 3.3 kms 8.2 kms

NR 056 Svay Sisophon Samraong 156 kms 8.2 kms 24.6 kms 21.8 kms 54.6 kms

NR 057 Bat Dambang Pai Yakha 97 kms 5.1 kms 15.3 kms 13.6 kms 34.0 kms

NR 058 Sisophon , Samrao 114 kms 6.0 kms 18.0 kms 16.0 kms 39.9 kms

NR 059 Toul Samraong Lvea 15 kms 0.8 kms 2.4 kms 2.1 kms 5.3 kms


NR 062 Sampaong Chey Prey Totueng 20 kms 1.1 kms 3.2 kms 2.8 kms 7.1 kms

NR 063 Siem Reab Phnum Kraom 14 kms 0.8 kms 2.3 kms 2.0 kms 5.0 kms

NR 064 Thnal Baek Preah Vihear (Kampo 157 kms 8.2 kms 24.7 kms 22.0 kms 55.0 kms

NR 066 Siem Reab Phnum Daek 140 kms 7.3 kms 22.0 kms 19.6 kms 49.0 kms

NR 066A Angkor Wat PK 321+690 21 kms 1.1 kms 3.2 kms 2.9 kms 7.2 kms

NR 066B PK 05+460 PK 19+620 6 kms 0.3 kms 1.0 kms 0.9 kms 2.2 kms

NR 067 Siem Reap Anlong Veng (Thai Bo 130 kms 6.8 kms 20.5 kms 18.2 kms 45.5 kms

NR 068 Sala Srok Kralanh Samraong 110 kms 5.8 kms 17.3 kms 15.4 kms 38.5 kms



NR 072 Kreak VN Border 14 kms 3.7 kms 8.6 kms 1.2 kms 0.1 kms 13.7 kms

NR 073 Prasat Chhloung 58 kms 3.0 kms 9.1 kms 8.1 kms 20.3 kms

NR 074 Snou VN Border 19 kms 1.0 kms 3.0 kms 2.7 kms 6.6 kms

NR 076 Ksoem (PK 266) Ksoem (PK 266) to O 335 kms 17.6 kms 52.8 kms 46.9 kms 117.3 kms

NR 076A Ksoem (PK 266) toKsoem (PK 266) to O 105 kms 5.5 kms 16.5 kms 14.7 kms 36.8 kms

NR 078 Ou Pong Maon (PKVN Border 242 kms 12.7 kms 38.1 kms 33.8 kms 84.6 kms

NR 078A Ou Chum Ou Chum to Veun Sa 40 kms 2.1 kms 6.3 kms 5.6 kms 14.0 kms

NR SL Veal Touch Mean Chey (NR 7) 80 kms 5.1 kms 65.4 kms 8.8 kms 0.7 kms 80.0 kms

Total N2: Other National Roads 2,754 kms 121.2 kms 257.5 kms 362.9 kms 317.3 kms 1059.0 kms




RP LA Provincial Roads L 3,360 kms 88.2 kms 1415.0 kms 1047.7 kms 688.8 kms 120.3 kms 3360.0 kms




RU PM Urban Roads Mac 700 kms

RU LA Urban Roads Late 800 kms 24.0 kms 240.0 kms 360.0 kms 176.0 kms 800.0 kms


Total N3: Provincial & Urban Roads 7,400 kms 112.2 kms 1655.0 kms 1407.7 kms 864.8 kms 120.3 kms 4160.0 kms

103.5 kms

Total All Roads 12,156 kms 234.9 kms 1932.4 kms 1811.7 kms 1193.1 kms 120.3 kms 5292.4 kms

Road # From To

Page 10 Laterite




of Road of Road

Kms 80 60 40 20 10 10 Laterite






NR 006 Phnom Penh Sisophan 416 kms 2% 27% 56% 15% 18%





NR 021A Ta Khmau Chrey Thum (VN Bor 75 kms 4% 22% 74% 80%



NR 031 Kus Kampong Trach 55 kms 90% 7% 3% 6%


NR 033 Kampot Luxsonn (VN Border) 52 kms 17% 75% 8% 1% 31%



NR 042 PK 14+000 to BatdPK 14+000 to Batdoe 24 kms 14% 55% 26% 5% 100%


NR 046 Traeng Trayueng Preah Soramrith Kosa 28 kms 10% 73% 14% 3% 100%

NR 048 PK 142+350 NR 4 Kaoh Kong 138 kms 75% 25% 100%

NR 051 Odongk Kampong Trach 45 kms 1% 78% 21% 100%

NR 052 Wat Ponley Chhnok Tru 8 kms 15% 45% 40% 35%

NR 053 Kampong ChhnangAch Romeas 45 kms 15% 45% 40% 35%

NR 054 Krakor Tonle Sab 5 kms 15% 45% 40% 35%

NR 055 Krakor Sthani Samraong 24 kms 15% 45% 40% 35%

NR 056 Svay Sisophon Samraong 156 kms 15% 45% 40% 35%

NR 057 Bat Dambang Pai Yakha 97 kms 15% 45% 40% 35%

NR 058 Sisophon , Samrao 114 kms 15% 45% 40% 35%

NR 059 Toul Samraong Lvea 15 kms 15% 45% 40% 35%


NR 062 Sampaong Chey Prey Totueng 20 kms 15% 45% 40% 35%

NR 063 Siem Reab Phnum Kraom 14 kms 15% 45% 40% 35%

NR 064 Thnal Baek Preah Vihear (Kampo 157 kms 15% 45% 40% 35%

NR 066 Siem Reab Phnum Daek 140 kms 15% 45% 40% 35%

NR 066A Angkor Wat PK 321+690 21 kms 15% 45% 40% 35%

NR 066B PK 05+460 PK 19+620 6 kms 15% 45% 40% 35%

NR 067 Siem Reap Anlong Veng (Thai Bo 130 kms 15% 45% 40% 35%

NR 068 Sala Srok Kralanh Samraong 110 kms 15% 45% 40% 35%



NR 072 Kreak VN Border 14 kms 27% 63% 9% 1% 100%

NR 073 Prasat Chhloung 58 kms 15% 45% 40% 35%

NR 074 Snou VN Border 19 kms 15% 45% 40% 35%

NR 076 Ksoem (PK 266) Ksoem (PK 266) to O 335 kms 15% 45% 40% 35%

NR 076A Ksoem (PK 266) toKsoem (PK 266) to O 105 kms 15% 45% 40% 35%

NR 078 Ou Pong Maon (PKVN Border 242 kms 15% 45% 40% 35%

NR 078A Ou Chum Ou Chum to Veun Sa 40 kms 15% 45% 40% 35%

NR SL Veal Touch Mean Chey (NR 7) 80 kms 6% 82% 11% 1% 100%





RP LA Provincial Roads Laterite 3,360 kms 3% 42% 31% 20% 4% 100%





RU LA Urban Roads Laterite 800 kms 3% 30% 45% 22% 100%


Total N3: Provincial & Urban Roads 7,400 kms 2% 22% 19% 12% 2% 56%



Total N2: Other National Roads 2,754 kms 121 kms 258 kms 363 kms 317 kms 1,059 kms

Total N3: Provincial Roads 7,400 kms 112 kms 1,655 kms 1,408 kms 865 kms 120 kms 4,160 kms

Total All Roads 12,156 kms 235 kms 1,932 kms 1,812 kms 1,193 kms 120 kms 5,292 kms



Total N3: Provincial Roads 7,400 kms 3% 40% 34% 21% 3% 100%


Road # From To

Page 11 Laterite




of Road of Road

Kms 80 60 40 20 10 10 Earth






NR 006 Phnom Penh Sisophan 416 kms


Total N1: Main National Roads 2,002 kms 0.0 kms











NR 042 PK 14+000 to Batd PK 14+000 to Batdoen 24 kms



















NR 066B PK 05+460 PK 19+620 6 kms




NR 071 Traeung Kampong Thma (Km 1 58 kms




NR 076 Ksoem (PK 266) Ksoem (PK 266) to Ou 335 kms

NR 076A Ksoem (PK 266) to Ksoem (PK 266) to Ou 105 kms


NR 078A Ou Chum Ou Chum to Veun Sai 40 kms


Total N2: Other National Roads 2,754 kms 0.0 kms





RP EA Provincial Roads E 1,574 kms 10.3 kms 744.8 kms 790.4 kms 28.5 kms 1574.0 kms



RU PM Urban Roads Maca 700 kms

RU LA Urban Roads Later 800 kms

RU EA Urban Roads Earth 100 kms 10.0 kms 48.0 kms 42.0 kms 100.0 kms


103.5 kms

Total All Roads 12,156 kms 20.3 kms 792.8 kms 832.4 kms 28.5 kms 1674.0 kms

Road # From To

Earth Page 12




of Road of Road

Kms 80 60 40 20 10 10 Earth

NR 001 Phnom Penh VN Border 167 kms 45% 45% 10%



NR 004 Phnom Penh Sihanouk Ville Town 220 kms 12% 30% 48% 10%


NR 006 Phnom Penh Sisophan 416 kms


Total N1: Main National Roads 2,002 kms 0%











NR 042 PK 14+000 to Batd PK 14+000 to Batdoen 24 kms



















NR 066B PK 05+460 PK 19+620 6 kms




NR 071 Traeung Kampong Thma (Km 1 58 kms




NR 076 Ksoem (PK 266) Ksoem (PK 266) to Ou 335 kms

NR 076A Ksoem (PK 266) to Ksoem (PK 266) to Ou 105 kms


NR 078A Ou Chum Ou Chum to Veun Sai 40 kms







RP EA Provincial Roads Earth 1,574 kms 1% 47% 50% 2% 100%





RU EA Urban Roads Earth 100 kms 10% 48% 42% 100%


0.8 kms

Total All Roads 12,156 kms 0% 7% 7% 0% 0.2 kms

Total N1: Main National Roads 2,002 kms 0 kms

Total N2: Other National Roads 2,754 kms 0 kms

Total N3: Provincial Roads 7,400 kms 20 kms 793 kms 832 kms 28 kms 1,674 kms

Total All Roads 12,156 kms 20 kms 793 kms 832 kms 28 kms 1,674 kms

Total N1: Main National Roads 2,002 kms 0%


Total N3: Provincial Roads 7,400 kms 1% 47% 50% 2% 23%


Road # From To

Earth Page 13




of Road


NR 001 Phnom Penh VN Border 167 kms 6 10 25 772 4,116

NR 002 Phnom Penh VN Border 126 kms 41 6 94 2,677 16,808

NR 003 Phnom Penh Prey Nob 202 kms 171 17 86 2,326 12,099

NR 004 Phnom Penh Sihanouk Ville Town 220 kms 151 13 86 3,811 32,222

NR 005 Phnom Penh Thai Border 407 kms 101 72 101 3,108 22,625

NR 006 Phnom Penh Sisophan 416 kms 224 15 163 7,274 65,418

NR 007 Skun Veun Kham (Laos) 463 kms 318 28 180 8,021 67,812

Total N1: Main National Roads 2,002 kms 1,012 161 735 27,989 221,100

NR 011 Neak Loeng Peam Cheag 90 kms 62 19 22 431 2,080

NR 013 Svay Rieng Kampong Trach 38 kms 26 8 9 182 877

NR 021A Ta Khmau Chrey Thum (VN Bo 75 kms 3 12 66 1,353 6,232

NR 021B Ta Khmau Roka Khpos 12 kms 2 4 0 0 0

NR 022 Takaev Angk Ta Saom (High 10 kms 7 2 2 46 222

NR 031 Kus Kampong Trach 55 kms 59 16 5 104 479

NR 032 Ou Kral Boukou 34 kms 2 26 8 114 687

NR 033 Kampot Luxsonn (VN Border 52 kms 43 36 9 166 783

NR 033A PK 163+090 Dn. Chang Oeur 18 kms 56 4 0 0 0

NR 041 Kangkeng Ream 10 kms 7 2 3 49 237

NR 042 PK 14+000 to BatdoePK 14+000 to Batdoe 24 kms 42 3 5 58 312

NR 044 Kampong Spoeu Roleak Kang Chueng 84 kms 57 18 21 399 1,926

NR 046 Traeng Trayueng Preah Soramrith Kos 28 kms 19 6 7 134 645

NR 048 PK 142+350 NR 4 Kaoh Kong 138 kms 94 30 34 659 3,180

NR 051 Odongk Kampong Trach 45 kms 26 2 1 11 54

NR 052 Wat Ponley Chhnok Tru 8 kms 5 2 2 38 184

NR 053 Kampong Chhnang Ach Romeas 45 kms 31 10 11 214 1,031

NR 054 Krakor Tonle Sab 5 kms 4 1 1 25 122

NR 055 Krakor Sthani Samraong 24 kms 16 5 6 112 542

NR 056 Svay Sisophon Samraong 156 kms 107 33 38 745 3,595

NR 057 Bat Dambang Pai Yakha 97 kms 66 21 24 465 2,241

NR 058 Sisophon , Samraong 0 114 kms 78 24 28 545 2,627

NR 059 Toul Samraong Lvea 15 kms 10 3 4 73 350

NR 061 Thnal Kaeng Preaek Kdam 16 kms 0 0 0 0 0

NR 062 Sampaong Chey Prey Totueng 20 kms 14 4 5 97 466

NR 063 Siem Reab Phnum Kraom 14 kms 10 3 4 68 330

NR 064 Thnal Baek Preah Vihear (Kamp 157 kms 107 34 39 750 3,618

NR 066 Siem Reab Phnum Daek 140 kms 96 30 34 669 3,224

NR 066A Angkor Wat PK 321+690 21 kms 14 4 5 98 474

NR 066B PK 05+460 PK 19+620 6 kms 4 1 2 30 143

NR 067 Siem Reap Anlong Veng (Thai B 130 kms 89 28 32 621 2,995

NR 068 Sala Srok Kralanh Samraong 110 kms 75 24 27 526 2,535

NR 070 Prey Totueng Peam Chi Kang 13 kms 8 0 3 263 1,091

NR 071 Traeung Kampong Thma (Km 58 kms 15 0 3 42 291

NR 072 Kreak VN Border 14 kms 16 0 1 21 105

NR 073 Prasat Chhloung 58 kms 40 12 14 277 1,336

NR 074 Snou VN Border 19 kms 13 4 5 91 437

NR 076 Ksoem (PK 266) Ksoem (PK 266) to O 335 kms 229 72 82 1,601 7,719

NR 076A Ksoem (PK 266) to OKsoem (PK 266) to O 105 kms 72 23 26 502 2,419

NR 078 Ou Pong Maon (PK 4VN Border 242 kms 165 52 59 1,155 5,570

NR 078A Ou Chum Ou Chum to Veun Sa 40 kms 27 9 10 191 922

NR SL Veal Touch Mean Chey (NR 7) 80 kms 1 0 16 131 960

Total N2: Other National Roads 2,754 kms 1,817 587 673 13,056 63,041

RP AC Provincial Roads Asphalt Surface 0 kms 0 0 0 0 0

RP ST Provincial Roads Surface Treatment 0 kms 0 0 0 0 0

RP PM Provincial Roads Macadam 766 kms 1,094 166 247 4,227 18,892

RP LA Provincial Roads Laterite 3,360 kms 4,012 607 905 15,500 69,270

RP EA Provincial Roads Earth 1,574 kms 1,824 276 411 7,046 31,487

RU AC Urban Roads Asphalt Surface 50 kms 61 9 14 235 1,050

RU ST Urban Roads Surface Treatment 50 kms 61 9 14 235 1,050

RU PM Urban Roads Macadam 700 kms 851 129 192 3,288 14,694

RU LA Urban Roads Laterite 800 kms 973 147 219 3,758 16,793

RU EA Urban Roads Earth 100 kms 122 18 27 470 2,099

Total N3: Provincial & Urban Roads 7,400 kms 8,998 1,361 2,029 34,759 155,335

Total All Roads 12,156 kms 11,827 2,109 3,437 75,804 439,476



of Road


Total N1: Main National Roads 2,002 kms 1,012 161 735 27,989 221,100

Total N2: Other National Roads 2,754 kms 1,817 587 673 13,056 63,041

Total N3: Provincial Roads 7,400 kms 8,998 1,361 2,029 34,759 155,335

Total All Roads 12,156 kms 11,827 2,109 3,437 75,804 439,476

Road #

Road # From To

Drainage Page 14

Estimated Value of the National Road System

Road # From To

Total Length

of Road Kms


Value

Maxiumum Asset

Value

Value

Index

Average

Value per Km

NR 001 Phnom Penh VN Border 167 kms 24,886,380$ 46,997,314$ 0.53 148,931$

NR 002 Phnom Penh VN Border 126 kms 24,065,426$ 51,370,027$ 0.47 190,481$

NR 003 Phnom Penh Prey Nob 202 kms 34,828,868$ 67,166,643$ 0.52 172,420$

NR 004 Phnom Penh Sihanouk Ville Town 220 kms 69,331,661$ 99,327,684$ 0.70 315,144$

NR 005 Phnom Penh Thai Border 407 kms 64,332,247$ 132,292,475$ 0.49 157,890$

NR 006 Phnom Penh Sisophan 416 kms 90,315,022$ 174,370,619$ 0.52 217,103$

NR 007 Skun Veun Kham (Laos) 463 kms 106,157,764$ 192,113,432$ 0.55 229,282$

Total N1: Main National Roads 2,002 kms 413,917,368$ 763,638,193$ 0.54 206,763$

206,763$ 381,459$

NR 011 Neak Loeng Peam Cheag 90 kms 7,309,654$ 14,761,162$ 0.50 80,971$

NR 013 Svay Rieng Kampong Trach 38 kms 2,306,103$ 6,607,005$ 0.35 60,559$

NR 021A Ta Khmau Chrey Thum (VN Border) 75 kms 4,581,889$ 14,024,079$ 0.33 61,011$

NR 021B Ta Khmau Roka Khpos 12 kms 680,630$ 1,834,759$ 0.37 57,681$

NR 022 Takaev Angk Ta Saom (Highway 3) 10 kms 566,298$ 1,669,101$ 0.34 58,867$

NR 031 Kus Kampong Trach 55 kms 2,402,813$ 8,927,715$ 0.27 43,624$

NR 032 Ou Kral Boukou 34 kms 2,153,878$ 5,969,323$ 0.36 64,295$

NR 033 Kampot Luxsonn (VN Border) 52 kms 3,879,889$ 8,406,217$ 0.46 75,119$

NR 033A PK 163+090 Dn. Chang Oeur 18 kms 1,294,864$ 2,965,225$ 0.44 70,758$

NR 041 Kangkeng Ream 10 kms 747,379$ 1,787,084$ 0.42 72,561$

NR 042 PK 14+000 to Batdoeng PK 14+000 to Batdoeng 24 kms 1,728,716$ 3,086,603$ 0.56 71,141$

NR 044 Kampong Spoeu Roleak Kang Chueng 84 kms 6,066,103$ 14,504,873$ 0.42 72,561$

NR 046 Traeng Trayueng Preah Soramrith Kosamak Nationa 28 kms 2,100,202$ 3,739,213$ 0.56 75,007$

NR 048 PK 142+350 NR 4 Kaoh Kong 138 kms 12,891,552$ 18,428,985$ 0.70 93,417$

NR 051 Odongk Kampong Trach 45 kms 1,832,159$ 5,070,162$ 0.36 40,960$

NR 052 Wat Ponley Chhnok Tru 8 kms 468,168$ 1,272,948$ 0.37 58,668$

NR 053 Kampong Chhnang Ach Romeas 45 kms 2,624,203$ 7,135,210$ 0.37 58,668$

NR 054 Krakor Tonle Sab 5 kms 310,938$ 845,441$ 0.37 58,668$

NR 055 Krakor Sthani Samraong 24 kms 1,381,036$ 3,755,037$ 0.37 58,668$

NR 056 Svay Sisophon Samraong 156 kms 9,152,152$ 24,884,699$ 0.37 58,668$

NR 057 Bat Dambang Pai Yakha 97 kms 5,705,428$ 15,513,059$ 0.37 58,668$

NR 058 Sisophon , Samraong 114 kms 6,688,111$ 18,184,972$ 0.37 58,668$

NR 059 Toul Samraong Lvea 15 kms 892,335$ 2,426,259$ 0.37 58,668$

NR 061 Thnal Kaeng Preaek Kdam 16 kms 548,244$ 2,412,579$ 0.23 34,052$

NR 062 Sampaong Chey Prey Totueng 20 kms 1,185,673$ 3,223,844$ 0.37 58,668$

NR 063 Siem Reab Phnum Kraom 14 kms 838,948$ 2,281,097$ 0.37 58,668$

NR 064 Thnal Baek Preah Vihear (Kampong Thum to T 157 kms 9,210,821$ 25,044,216$ 0.37 58,668$

NR 066 Siem Reab Phnum Daek 140 kms 8,208,776$ 22,319,661$ 0.37 58,668$

NR 066A Angkor Wat PK 321+690 21 kms 1,207,968$ 3,284,461$ 0.37 58,668$

NR 066B PK 05+460 PK 19+620 6 kms 363,740$ 989,007$ 0.37 58,668$

NR 067 Siem Reap Anlong Veng (Thai Border) 130 kms 7,626,794$ 20,737,250$ 0.37 58,668$

NR 068 Sala Srok Kralanh Samraong 110 kms 6,453,441$ 17,546,904$ 0.37 58,668$

NR 070 Prey Totueng Peam Chi Kang 13 kms 1,240,289$ 2,895,678$ 0.43 92,906$

NR 071 Traeung Kampong Thma (Km 130 NR 006) 58 kms 2,642,966$ 8,905,564$ 0.30 45,889$

NR 072 Kreak VN Border 14 kms 1,006,440$ 1,631,342$ 0.62 73,624$

NR 073 Prasat Chhloung 58 kms 3,402,724$ 9,252,004$ 0.37 58,668$

NR 074 Snou VN Border 19 kms 1,111,752$ 3,022,852$ 0.37 58,668$

NR 076 Ksoem (PK 266) Ou Chaeng 335 kms 19,653,660$ 53,438,296$ 0.37 58,668$

NR 076A Ou Chaeng Laos Border 105 kms 6,160,102$ 16,749,317$ 0.37 58,668$

NR 078 Ou Pong Maon (PK 459+700) VN Border 242 kms 14,182,903$ 38,563,308$ 0.37 58,668$

NR 078A Ou Chum Ou Chum to Veun Sai 40 kms 2,346,705$ 6,380,693$ 0.37 58,668$

NR SL Veal Touch Mean Chey (NR 7) 80 kms 5,606,357$ 9,561,851$ 0.59 70,079$

Total N2: Other National Roads 2,754 kms 170,762,800$ 434,039,053$ 0.39 62,006$

62,006$ 157,604$

RP AC Provincial Roads Asphalt Surface 0 kms -$ 0$ - -$

RP ST Provincial Roads Surface Treatment 0 kms -$ 0$ - -$

RP PM Provincial Roads Macadam 766 kms 38,714,377$ 92,400,543$ 0.42 50,541$

RP LA Provincial Roads Laterite 3,360 kms 125,873,387$ 293,297,789$ 0.43 37,462$

RP EA Provincial Roads Earth 1,574 kms 37,521,905$ 120,892,446$ 0.31 23,839$

RU AC Urban Roads Asphalt Surface 50 kms 3,056,103$ 6,871,603$ 0.44 61,122$

RU ST Urban Roads Surface Treatment 50 kms 2,088,283$ 5,376,939$ 0.39 41,766$

RU PM Urban Roads Macadam 700 kms 34,530,780$ 82,252,232$ 0.42 49,330$

RU LA Urban Roads Laterite 800 kms 27,631,422$ 70,087,934$ 0.39 34,539$

RU EA Urban Roads Earth 100 kms 2,550,630$ 7,764,549$ 0.33 25,506$

Total N3: Provincial & Urban Roads 7,400 kms 271,966,887$ 678,944,036$ 0.40 36,752$

36,752$ 91,749$

Total All Roads 12,156 kms 856,647,054$ 1,876,621,282$ 0.46 70,472$

70,472$ 154,380$

Asset Value Page 15

National Rehabilitation and

Maintenance Budgets

Recommended Strategy 2002 to 2014

And

Alternative Strategy 2002 to 2014

Appendix

H

RECOMMENDED NATIONAL ROADS WORK PROGRAM AND BUDGET 2002

Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost

N1 MAIN NATIONAL ROADS MAINTENANCE

Condition Inventory of Roads 1,389 kms 1.00 kms 1,389 kms 10.00 $ 13,893 $ 0.2%

Bridge Inspection 27,289 lm 1.00 lm 27,289 lm 3.00 $ 81,867 $ 1.1%

Patch AC Pavement 391 kms 63.38 Sq m 24,785 m2 30.00 $ 743,554 $ 9.7%

Patch ST Pavement 0 kms 0.00 Sq m 0 m2 30.00 $ 0 $ 0.0%

Patch Macadam Pavement 925 kms 219.74 Sq m 203,229 m2 16.00 $ 3,251,658 $ 42.3%

Patch Laterite Potholes 73 kms 222.84 Sq m 16,356 m2 5.00 $ 81,782 $ 1.1%

Grade Shoulder 1,316 kms 2.00 kms 2,632 kms 60.00 $ 157,911 $ 2.1%

Light Grading 73 kms 3.00 kms 220 kms 40.00 $ 8,808 $ 0.1%

Heavy Grading 73 kms 0.83 kms 61 kms 750.00 $ 45,692 $ 0.6%

Heavy Grading - Special 73 kms 0.15 kms 11 kms 3,250.00 $ 35,783 $ 0.5%

Regravel Road 73 kms 0.33 kms 24 kms 8,500.00 $ 207,967 $ 2.7%

General Roadway Maintenance 1,389 kms 1.00 kms 1,389 kms 250.00 $ 347,330 $ 4.5%

Clean Ditches 1,389 kms 2.00 kms 2,779 kms 130.00 $ 361,224 $ 4.7%

Clean Culverts 1,173 each 2.00 each 2,346 each 25.00 $ 58,650 $ 0.8%

Repair Culverts 1,173 each 0.23 each 269 each 750.00 $ 201,448 $ 2.6%

Install Pipe Culvert 1,173 each 0.05 each 59 each 3,500.00 $ 206,500 $ 2.7%

Bridge Maintenance 27,989 lm 0.97 lm 27,289 lm 12.00 $ 327,468 $ 4.3%

Repair Bridge 27,989 lm 0.09 lm 2,600 lm 420.00 $ 1,091,852 $ 14.2%

Control Vegetation 1,389 kms 4.00 kms 5,557 kms 42.00 $ 233,406 $ 3.0%

Pickup Trash 1,389 kms 12.00 kms 16,672 kms 14.00 $ 233,406 $ 3.0%

7,690,198 $

5,535 $

N2 OTHER NATIONAL ROADS MAINTENANCE



Patch AC Pavement 0 kms 0.00 Sq m 0 m2 30.00 $ 0 $ 0.0%


Patch Macadam Pavement 1,605 kms 153.71 Sq m 246,663 m2 16.00 $ 3,946,613 $ 33.5%

Patch Laterite Potholes 1,059 kms 124.49 Sq m 131,826 m2 5.00 $ 659,129 $ 5.6%


Light Grading 1,059 kms 3.00 kms 3,177 kms 35.00 $ 111,190 $ 0.9%

Heavy Grading 1,059 kms 0.59 kms 620 kms 525.00 $ 325,705 $ 2.8%

Heavy Grading - Special 1,059 kms 0.30 kms 317 kms 2,450.00 $ 777,467 $ 6.6%

Regravel Road 1,059 kms 0.33 kms 353 kms 6,400.00 $ 2,259,094 $ 19.2%







Repair Bridge 13,056 lm 0.13 lm 1,645 lm 315.00 $ 518,215 $ 4.4%



11,770,630 $

4,419 $

N3 PROVINCIAL ROADS MAINTENANCE




Patch ST Pavement 50 kms 118.80 Sq m 5,940 m2 30.00 $ 178,200 $ 0.7%


Patch Laterite Potholes 4,040 kms 110.40 Sq m 445,986 m2 5.00 $ 2,229,931 $ 8.7%



Heavy Grading 5,685 kms 0.68 kms 3,876 kms 400.00 $ 1,550,336 $ 6.1%

Heavy Grading - Special 5,685 kms 0.30 kms 1,697 kms 1,650.00 $ 2,800,352 $ 10.9%

Regravel Road 4,040 kms 0.33 kms 1,347 kms 4,250.00 $ 5,723,002 $ 22.4%

General Roadway Maintenance 7,031 kms 1.00 kms 7,031 kms 150.00 $ 1,054,606 $ 4.1%

Clean Ditches 7,031 kms 2.00 kms 14,061 kms 130.00 $ 1,827,983 $ 7.1%


Repair Culverts 10,359 each 0.15 each 1,552 each 550.00 $ 853,801 $ 3.3%

Install Pipe Culvert 10,359 each 0.05 each 518 each 2,750.00 $ 1,424,500 $ 5.6%



Control Vegetation 7,031 kms 4.00 kms 28,123 kms 42.00 $ 1,181,158 $ 4.6%

Pickup Trash 7,031 kms 12.00 kms 84,368 kms 14.00 $ 1,181,158 $ 4.6%

25,577,628 $

3,638 $

TOTAL OF N1 MAIN NATIONAL ROADS & N2 OTHER NATIONAL ROADS & N3 PROVINCIAL ROADS MAINTENANCE

Condition Inventory of Roads 11,084 kms 1.00 kms 11,084 10.00 $ 110,837 0.2%

Bridge Inspection 74,625 lm 1.00 lm 74,625 2.45 $ 183,002 0.4%

Patch AC Pavement 441 kms 67.28 Sq m 29,675 30.00 $ 890,254 2.0%

Patch ST Pavement 50 kms 118.80 Sq m 5,940 30.00 $ 178,200 0.4%

Patch Macadam Pavement 3,775 kms 165.40 Sq m 624,372 16.00 $ 9,989,945 22.3%

Patch Laterite Potholes 5,172 kms 114.88 Sq m 594,168 5.00 $ 2,970,842 6.6%

Grade Shoulder 4,216 kms 2.00 kms 8,432 50.05 $ 422,021 0.9%

Light Grading 6,818 kms 3.00 kms 20,453 30.88 $ 631,672 1.4%

Heavy Grading 6,818 kms 0.67 kms 4,557 421.70 $ 1,921,733 4.3%

Heavy Grading - Special 6,818 kms 0.30 kms 2,026 1,784.03 $ 3,613,602 8.1%

Regravel Road 5,172 kms 0.33 kms 1,724 4,750.51 $ 8,190,063 18.3%

General Roadway Maintenance 11,084 kms 1.00 kms 11,084 174.55 $ 1,934,677 4.3%

Clean Ditches 11,084 kms 2.00 kms 22,167 130.00 $ 2,881,770 6.4%

Clean Culverts 13,936 each 2.00 each 27,872 25.00 $ 696,800 1.6%

Repair Culverts 13,936 each 0.16 each 2,186 591.26 $ 1,292,207 2.9%

Install Pipe Culvert 13,936 each 0.05 each 697 2,856.53 $ 1,991,000 4.4%

Bridge Maintenance 75,804 lm 0.98 lm 74,625 8.71 $ 650,259 1.5%

Repair Bridge 75,804 lm 0.13 lm 9,747 283.74 $ 2,765,439 6.2%

Control Vegetation 11,084 kms 4.00 kms 44,335 42.00 $ 1,862,067 4.2%

Pickup Trash 11,084 kms 12.00 kms 133,005 14.00 $ 1,862,067 4.2%

44,744,617 $

4,037 $

Page 1 2002


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost

N1 MAIN NATIONAL ROADS REHABILITATION

Rehabilitate Road AC 391 kms 0.00 kms 1 127,000 $ 127,000 $

Rehabilitate ST Road 0 kms 0.00 kms 0 67,000 $ 0 $

Rehabilitate MC Road to ST 925 kms 0.65 kms 604 67,000 $ 40,468,000 $

Rehabilitate LA Road to ST 73 kms 0.00 kms 0 67,000 $ 0 $

Rehabilitate EA Road to ST 0 kms 0.00 kms 0 67,000 $ 0 $

Rehabilitate Road Macadam 925 kms 0.00 kms 0 107,000 $ 0 $

Rehabilitate LA Road to LA 73 kms 0.00 kms 0 52,000 $ 0 $

Rehabilitate EA Road to LA 0 kms 0.00 kms 0 52,000 $ 0 $

Rehab & Reconstruct Bridges 27,989 lm 0.03 lm 700 9,600 $ 6,720,000 $

Overlay AC Road with 5 cm AC 391 kms 0.00 kms 0 54,000 $ 0 $

Overlay ST Road with 5 cm AC 0 kms 0.00 kms 0 54,000 $ 0 $

Overlay MC Road with 5 cm AC 925 kms 0.00 kms 0 54,000 $ 0 $

Reseal Surface Treatment 0 kms 0.00 kms 0 18,000 $ 0 $

DBST Laterite Road 73 kms 0.00 kms 0 18,000 $ 0 $

605 kms 47,315,000 $

23,635 $

N2 OTHER NATIONAL ROADS REHABILITATION



Rehabilitate MC Road to ST 1,605 kms 0.06 kms 90 40,000 $ 3,600,000 $

Rehabilitate LA Road to ST 1,059 kms 0.00 kms 0 40,000 $ 0 $


Rehabilitate Road Macadam 1,605 kms 0.00 kms 0 63,000 $ 0 $

Rehabilitate LA Road to LA 1,059 kms 0.00 kms 0 30,000 $ 0 $


Rehab & Reconstruct Bridges 13,056 lm 0.01 lm 131 6,300 $ 825,300 $



Overlay MC Road with 5 cm AC 1,605 kms 0.00 kms 0 42,000 $ 0 $


DBST Laterite Road 1,059 kms 0.00 kms 0 13,500 $ 0 $

91 kms 4,483,300 $

1,628 $

N3 PROVINCIAL ROADS REHABILITATION



Rehabilitate MC Road to ST 1,245 kms 0.00 kms 0 31,000 $ 0 $


Rehabilitate EA Road to ST 1,646 kms 0.00 kms 0 31,000 $ 0 $

Rehabilitate Road Macadam 1,245 kms 0.18 kms 221 38,000 $ 8,381,539 $

Rehabilitate LA Road to LA 4,040 kms 0.03 kms 120 23,000 $ 2,766,337 $

Rehabilitate EA Road to LA 1,646 kms 0.02 kms 28 23,000 $ 655,408 $







370 kms 12,891,283 $

1,742 $


Rehabilitate Road AC 441 kms 0.01 kms 3 76,333.33 $ 229,000 $

Rehabilitate ST Road 50 kms 0.00 kms 0 0 $

Rehabilitate MC Road to ST 3,775 kms 0.18 kms 694 63,498.56 $ 44,068,000 $

Rehabilitate LA Road to ST 5,172 kms 0.00 kms 0 0 $

Rehabilitate EA Road to ST 1,646 kms 0.00 kms 0 0 $

Rehabilitate Road Macadam 3,775 kms 0.06 kms 221 38,000.00 $ 8,381,539 $

Rehabilitate LA Road to LA 5,172 kms 0.02 kms 120 23,000.00 $ 2,766,337 $

Rehabilitate EA Road to LA 1,646 kms 0.02 kms 28 23,000.00 $ 655,408 $

Rehab & Reconstruct Bridges 75,804 lm 0.02 lm 1,179 7,285.24 $ 8,589,300 $

Overlay AC Road with 5 cm AC 441 kms 0.00 kms 0 0 $

Overlay ST Road with 5 cm AC 50 kms 0.00 kms 0 0 $

Overlay MC Road with 5 cm AC 3,775 kms 0.00 kms 0 0 $

Reseal Surface Treatment 50 kms 0.00 kms 0 0 $

DBST Laterite Road 5,172 kms 0.00 kms 0 0 $

1,066 kms 64,689,583 $

5,322 $

Page 2 2002


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost






















6,789,684 $

4,887 $






















12,065,480 $

4,530 $






















26,303,434 $

3,741 $




Patch AC Pavement 441 kms 81.66 Sq m 36,017 30.00 $ 1,080,514 2.4%


















44,864,760 $

4,048 $

Page 3 2003


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost


Rehabilitate Road AC 391 kms 0.13 kms 50 127,000 $ 6,304,610 $



Rehabilitate LA Road to ST 73 kms 0.57 kms 42 67,000 $ 2,803,269 $











662 kms 54,067,051 $

27,008 $





Rehabilitate LA Road to ST 1,059 kms 0.09 kms 95 40,000 $ 3,811,510 $











186 kms 8,294,810 $

3,012 $









Rehabilitate EA Road to LA 1,646 kms 0.03 kms 56 23,000 $ 1,288,000 $







527 kms 16,940,453 $

2,289 $


Rehabilitate Road AC 441 kms 0.12 kms 52 124,056.69 $ 6,406,610 $



Rehabilitate LA Road to ST 5,172 kms 0.03 kms 137 48,238.13 $ 6,614,779 $




Rehabilitate EA Road to LA 1,646 kms 0.03 kms 56 23,000.00 $ 1,288,000 $







1,376 kms 79,302,314 $

6,524 $

Page 4 2003


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost






















5,648,999 $

4,241 $









Light Grading 964 kms 3.00 kms 2,891 kms 35.00 $ 101,185 $ 0.8%



Regravel Road 964 kms 0.33 kms 321 kms 6,400.00 $ 2,055,813 $ 16.2%










12,676,431 $

4,936 $






















27,405,618 $

3,971 $






















45,445,521 $

4,207 $

Page 5 2004


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost










Rehab & Reconstruct Bridges 27,989 lm 0.07 lm 1,959 9,600 $ 18,806,400 $

Overlay AC Road with 5 cm AC 342 kms 0.24 kms 81 54,000 $ 4,394,945 $





857 kms 77,630,909 $

38,779 $


Rehabilitate Road AC 0 kms 0.00 kms 0 58,000 $ 0 $














313 kms 14,171,321 $

5,146 $



Rehabilitate ST Road 50 kms 1.00 kms 50 31,000 $ 1,550,000 $













510 kms 17,180,175 $

2,322 $



Rehabilitate ST Road 352 kms 0.14 kms 50 31,000.00 $ 1,550,000 $




Rehabilitate Road Macadam 3,451 kms 0.00 kms 0 0 $




Overlay AC Road with 5 cm AC 392 kms 0.21 kms 81 54,000.00 $ 4,394,945 $





1,680 kms 108,982,404 $

8,965 $

Page 6 2004


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost





Patch ST Pavement 604 kms 0.60 Sq m 362 m2 30.00 $ 10,872 $ 0.3%

Patch Macadam Pavement 305 kms 189.24 Sq m 57,799 m2 10.00 $ 577,989 $ 16.4%

Patch Laterite Potholes 0 kms 0.00 Sq m 0 m2 5.00 $ 0 $ 0.0%


Light Grading 0 kms 0.00 kms 0 kms 35.00 $ 0 $ 0.0%

Heavy Grading 0 kms 0.00 kms 0 kms 750.00 $ 0 $ 0.0%

Heavy Grading - Special 0 kms 0.00 kms 0 kms 3,250.00 $ 0 $ 0.0%

Regravel Road 0 kms 0.00 kms 0 kms 8,500.00 $ 0 $ 0.0%










3,523,939 $

2,910 $






















12,761,076 $

5,228 $




Patch AC Pavement 4 kms 18.00 Sq m 69 m2 30.00 $ 2,067 $ 0.0%


















27,400,107 $

4,053 $





Patch ST Pavement 694 kms 0.52 Sq m 362 30.00 $ 10,872 0.0%

















43,403,491 $

4,169 $

Page 7 2005


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost













Overlay MC Road with 5 cm AC 305 kms 0.37 kms 112 54,000 $ 6,025,987 $



831 kms 75,039,863 $

37,485 $
















599 kms 25,609,493 $

9,299 $



Rehabilitate ST Road 0 kms 0.00 kms 50 31,000 $ 1,550,000 $













967 kms 28,562,678 $

3,860 $



Rehabilitate ST Road 694 kms 0.07 kms 50 31,000.00 $ 1,550,000 $

Rehabilitate MC Road to ST 3,090 kms 0.36 kms 1,117 51,539.54 $ 57,563,958 $









Overlay MC Road with 5 cm AC 3,090 kms 0.04 kms 112 54,000.00 $ 6,025,987 $



2,398 kms 129,212,034 $

10,630 $

Page 8 2005


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost






Patch Macadam Pavement 0 kms 0.00 Sq m 0 m2 10.00 $ 0 $ 0.0%
















2,703,152 $

1,978 $






















11,716,318 $

5,437 $






















27,102,743 $

4,213 $





Patch ST Pavement 1,155 kms 1.16 Sq m 1,340 30.00 $ 40,199 0.1%

















41,247,743 $

4,144 $

Page 9 2006


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost











Overlay AC Road with 5 cm AC 452 kms 0.03 kms 12 54,000 $ 629,001 $

Overlay ST Road with 5 cm AC 914 kms 0.32 kms 294 54,000 $ 15,886,076 $




510 kms 49,600,858 $

24,777 $













Overlay MC Road with 5 cm AC 1,266 kms 0.11 kms 144 42,000 $ 6,027,081 $



1,122 kms 50,907,320 $

18,485 $
















1,202 kms 34,355,985 $

4,643 $



Rehabilitate ST Road 1,155 kms 0.00 kms 0 0 $








Overlay AC Road with 5 cm AC 456 kms 0.03 kms 12 54,000.00 $ 629,001 $

Overlay ST Road with 5 cm AC 1,155 kms 0.25 kms 294 54,000.00 $ 15,886,076 $


Reseal Surface Treatment 1,155 kms 0.00 kms 0 0 $


2,833 kms 134,864,162 $

11,095 $

Page 10 2006


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost





Patch ST Pavement 1,010 kms 0.74 Sq m 744 m2 30.00 $ 22,318 $ 0.8%














Repair Bridge 27,989 lm 0.03 lm 892 lm 420.00 $ 374,640 $ 12.8%



2,918,743 $

1,623 $






















9,213,203 $

5,188 $










Heavy Grading 4,902 kms 0.45 kms 2,221 kms 400.00 $ 888,263 $ 3.3%












26,624,015 $

4,295 $










Heavy Grading 5,289 kms 0.45 kms 2,379 408.31 $ 971,271 2.5%












38,484,043 $

3,938 $

Page 11 2007


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost



Rehabilitate ST Road 1,010 kms 0.00 kms 0 67,000 $ 0 $

Rehabilitate MC Road to ST 0 kms 0.00 kms 0 67,000 $ 0 $








Overlay ST Road with 5 cm AC 1,010 kms 0.30 kms 299 54,000 $ 16,147,737 $


Reseal Surface Treatment 1,010 kms 0.00 kms 0 18,000 $ 0 $


311 kms 35,581,999 $

17,774 $














Reseal Surface Treatment 403 kms 0.00 kms 1 13,500 $ 15,234 $

DBST Laterite Road 387 kms 0.16 kms 62 13,500 $ 839,401 $

1,322 kms 56,957,277 $

20,682 $
















1,529 kms 43,543,480 $

5,884 $














Reseal Surface Treatment 1,637 kms 0.00 kms 1 13,500.00 $ 15,234 $

DBST Laterite Road 4,114 kms 0.02 kms 62 13,500.00 $ 839,401 $

3,162 kms 136,082,756 $

11,195 $

Page 12 2007


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost




Patch AC Pavement 1,097 kms 2.63 Sq m 2,883 m2 30.00 $ 86,476 $ 2.8%


















3,062,766 $

1,530 $




Patch AC Pavement 144 kms 1.20 Sq m 172 m2 30.00 $ 5,166 $ 0.1% 58.9%


















6,087,359 $

4,071 $






















26,675,427 $

4,543 $




Patch AC Pavement 1,290 kms 2.45 Sq m 3,156 30.00 $ 94,690 0.3%


















35,559,177 $

3,796 $

Page 13 2008


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost


Rehabilitate Road AC 1,097 kms 0.00 kms 0 127,000 $ 0 $









Overlay AC Road with 5 cm AC 1,097 kms 0.01 kms 15 54,000 $ 783,974 $





319 kms 30,662,053 $

15,317 $
















993 kms 45,403,317 $

16,486 $









Rehabilitate EA Road to LA 950 kms 0.60 kms 572 23,000 $ 13,147,772 $







1,848 kms 57,403,158 $

7,757 $


Rehabilitate Road AC 1,290 kms 0.00 kms 0 0 $


Rehabilitate MC Road to ST 1,352 kms 0.90 kms 1,222 35,895.07 $ 43,881,587 $


Rehabilitate EA Road to ST 950 kms 0.00 kms 0 0 $



Rehabilitate EA Road to LA 950 kms 0.60 kms 572 23,000.00 $ 13,147,772 $


Overlay AC Road with 5 cm AC 1,290 kms 0.01 kms 15 53,611.13 $ 795,514 $





3,161 kms 133,468,528 $

10,980 $

Page 14 2008


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost






















3,140,526 $

1,569 $





Patch ST Pavement 1,444 kms 1.40 Sq m 2,021 m2 30.00 $ 60,630 $ 1.5%

















4,125,083 $

2,339 $








Grade Shoulder 958 kms 2.00 kms 1,917 kms 40.00 $ 76,673 $ 0.3%














24,058,457 $

4,333 $






Patch Macadam Pavement 643 kms 311.24 Sq m 200,171 16.00 $ 3,202,741 10.3%










Repair Culverts 19,056 each 0.09 each 1,742 570.44 $ 993,783 3.2%






31,054,979 $

3,333 $

Page 15 2009


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost










Rehab & Reconstruct Bridges 27,989 lm 0.00 lm 0 9,600 $ 0 $

Overlay AC Road with 5 cm AC 1,402 kms 0.01 kms 21 54,000 $ 1,131,450 $





405 kms 21,880,087 $

10,930 $












Overlay ST Road with 5 cm AC 1,444 kms 0.00 kms 0 42,000 $ 0 $


Reseal Surface Treatment 1,444 kms 0.01 kms 8 13,500 $ 101,310 $


514 kms 28,604,311 $

10,387 $



Rehabilitate ST Road 492 kms 0.00 kms 0 31,000 $ 2,665 $





Rehabilitate LA Road to LA 3,940 kms 0.31 kms 1,208 23,000 $ 27,777,238 $








2,755 kms 78,582,910 $

10,619 $



Rehabilitate ST Road 2,536 kms 0.00 kms 0 31,000.00 $ 2,665 $

Rehabilitate MC Road to ST 643 kms 1.71 kms 1,102 35,125.94 $ 38,693,353 $



Rehabilitate Road Macadam 643 kms 0.00 kms 0 0 $

Rehabilitate LA Road to LA 3,940 kms 0.31 kms 1,208 23,000.00 $ 27,777,238 $



Overlay AC Road with 5 cm AC 1,595 kms 0.01 kms 24 52,434.05 $ 1,237,664 $


Overlay MC Road with 5 cm AC 643 kms 0.00 kms 0 0 $



3,675 kms 129,067,308 $

10,618 $

Page 16 2009


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost






















3,178,660 $

1,588 $






















3,108,471 $

1,382 $








Grade Shoulder 919 kms 2.00 kms 1,839 kms 40.00 $ 73,548 $ 0.4%



Heavy Grading - Special 3,676 kms 0.24 kms 890 kms 1,650.00 $ 1,468,500 $ 7.9%











18,502,021 $

3,983 $






Patch Macadam Pavement 250 kms 96.37 Sq m 24,098 16.00 $ 385,569 1.6%




Heavy Grading 3,676 kms 0.20 kms 750 400.00 $ 299,880 1.2%

Heavy Grading - Special 3,676 kms 0.24 kms 890 1,650.00 $ 1,468,500 6.0%








Repair Bridge 75,804 lm 0.04 lm 3,189 269.72 $ 860,163 3.5%



24,524,278 $

2,757 $

Page 17 2010


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost
















246 kms 13,278,616 $

6,633 $
















258 kms 18,225,506 $

6,618 $















DBST Laterite Road 3,676 kms 0.19 kms 713 9,000 $ 6,415,605 $

3,568 kms 84,033,632 $

11,356 $




Rehabilitate MC Road to ST 250 kms 1.78 kms 444 34,579.05 $ 15,368,960 $











DBST Laterite Road 3,676 kms 0.19 kms 713 9,000.00 $ 6,415,605 $

4,071 kms 115,537,753 $

9,505 $

Page 18 2010


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost






















3,236,156 $

1,617 $






















3,439,362 $

1,335 $






















12,967,565 $

2,824 $






Patch Macadam Pavement 199 kms 6.99 Sq m 1,388 16.00 $ 22,213 0.1%





Heavy Grading - Special 2,581 kms 0.13 kms 332 1,650.00 $ 547,800 2.8%

Regravel Road 2,581 kms 0.33 kms 860 4,250.00 $ 3,656,842 18.9%



Clean Culverts 20,603 each 2.00 each 41,206 25.00 $ 1,030,150 5.3%







19,373,996 $

2,113 $

Page 19 2011


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost
















104 kms 5,625,320 $

2,810 $
















96 kms 7,911,499 $

2,873 $



Rehabilitate ST Road 1,762 kms 0.00 kms 2 31,000 $ 54,477 $












DBST Laterite Road 2,581 kms 0.31 kms 794 9,000 $ 7,142,400 $

2,590 kms 64,383,926 $

8,700 $




Rehabilitate MC Road to ST 199 kms 0.26 kms 51 31,000.00 $ 1,592,513 $





Rehabilitate EA Road to LA 0 kms 0.00 kms 0 0 $




Overlay MC Road with 5 cm AC 199 kms 0.71 kms 140 36,000.00 $ 5,042,902 $


DBST Laterite Road 2,581 kms 0.31 kms 794 9,000.00 $ 7,142,400 $

2,791 kms 77,920,745 $

6,410 $

Page 20 2011


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost






















3,266,772 $

1,632 $






















3,681,691 $

1,337 $






Patch Macadam Pavement 59 kms 1.20 Sq m 70 m2 16.00 $ 1,125 $ 0.0%





Heavy Grading - Special 2,774 kms 0.00 kms 0 kms 1,650.00 $ 0 $ 0.0%











12,328,618 $

2,128 $






Patch Macadam Pavement 59 kms 1.20 Sq m 70 16.00 $ 1,125 0.0%

Patch Laterite Potholes 2,774 kms 5.08 Sq m 14,086 5.00 $ 70,428 0.4%




Heavy Grading - Special 2,774 kms 0.00 kms 0 #DIV/0! 0 0.0%











18,991,717 $

1,800 $

Page 21 2012


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost
















92 kms 4,980,907 $

2,488 $














Reseal Surface Treatment 2,480 kms 0.05 kms 123 13,500 $ 1,659,687 $


216 kms 5,584,847 $

2,028 $



Rehabilitate ST Road 2,771 kms 0.00 kms 3 31,000 $ 95,496 $












DBST Laterite Road 2,774 kms 0.57 kms 1,586 9,000 $ 14,277,060 $

2,372 kms 46,026,407 $

6,220 $




Rehabilitate MC Road to ST 59 kms 0.00 kms 0 0 $




Rehabilitate LA Road to LA 2,774 kms 0.00 kms 0 0 $





Overlay MC Road with 5 cm AC 59 kms 1.00 kms 59 36,000.00 $ 2,109,928 $

Reseal Surface Treatment 5,251 kms 0.04 kms 227 11,442.47 $ 2,591,761 $

DBST Laterite Road 2,774 kms 0.57 kms 1,586 9,000.00 $ 14,277,060 $

2,680 kms 56,592,162 $

4,656 $

Page 22 2012


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost






















3,307,399 $

1,652 $






















3,689,133 $

1,340 $











Heavy Grading - Special 2,123 kms 0.00 kms 0 kms 1,650.00 $ 0 $ 0.0%











12,294,371 $

1,814 $






Patch Macadam Pavement 0 kms 0.00 Sq m 0 #DIV/0! 0 0.0%

Patch Laterite Potholes 2,123 kms 1.38 Sq m 2,935 5.00 $ 14,676 0.1%




Heavy Grading - Special 2,123 kms 0.00 kms 0 #DIV/0! 0 0.0%











18,989,429 $

1,646 $

Page 23 2013


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost
















94 kms 5,097,846 $

2,547 $
















169 kms 4,933,307 $

1,791 $



Rehabilitate ST Road 4,407 kms 0.02 kms 102 31,000 $ 3,176,318 $












DBST Laterite Road 2,123 kms 0.99 kms 2,111 9,000 $ 18,999,000 $

2,533 kms 28,317,584 $

3,827 $


Rehabilitate Road AC 2,613 kms 0.00 kms 2 44,000.00 $ 89,842 $

Rehabilitate ST Road 6,799 kms 0.02 kms 102 31,000.00 $ 3,176,318 $





Rehabilitate LA Road to LA 2,123 kms 0.00 kms 0 0 $


Rehab & Reconstruct Bridges 75,804 lm 0.00 lm 0 0 $





DBST Laterite Road 2,123 kms 0.99 kms 2,111 9,000.00 $ 18,999,000 $

2,797 kms 38,348,737 $

3,155 $

Page 24 2013


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost






















3,340,524 $

1,669 $






















3,720,093 $

1,351 $






















9,616,483 $

1,344 $






Patch Macadam Pavement 0 kms 0.00 Sq m 0 #DIV/0! 0 0.0%

Patch Laterite Potholes 0 kms 0.00 Sq m 0 #DIV/0! 0 0.0%


Light Grading 0 kms 0.00 kms 0 #DIV/0! 0 0.0%

Heavy Grading 0 kms 0.00 kms 0 #DIV/0! 0 0.0%

Heavy Grading - Special 0 kms 0.00 kms 0 #DIV/0! 0 0.0%

Regravel Road 0 kms 0.00 kms 0 #DIV/0! 0 0.0%










16,371,887 $

1,375 $

Page 25 2014


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost
















82 kms 4,433,528 $

2,215 $
















138 kms 4,703,566 $

1,708 $



Rehabilitate ST Road 6,906 kms 0.03 kms 202 31,000 $ 6,275,246 $


Rehabilitate LA Road to ST 0 kms 0.00 kms 12 31,000 $ 384,400 $











709 kms 16,487,302 $

2,228 $



Rehabilitate ST Road 9,212 kms 0.02 kms 202 31,000.00 $ 6,275,246 $


Rehabilitate LA Road to ST 0 kms 0.00 kms 12 31,000.00 $ 384,400 $



Rehabilitate LA Road to LA 0 kms 0.00 kms 0 0 $


Rehab & Reconstruct Bridges 75,804 lm 0.00 lm 0 0 $





DBST Laterite Road 0 kms 0.00 kms 0 0 $

929 kms 25,624,396 $

2,108 $

Page 26 2014

ALTERNATIVE NATIONAL ROADS WORK PROGRAM AND BUDGET 2002

Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost






















7,690,198 $

5,535 $






















11,770,630 $

4,419 $






















25,577,628 $

3,638 $






















44,744,617 $

4,037 $

Page 1 2002


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost
















605 kms 47,315,000 $

23,635 $
















91 kms 4,483,300 $

1,628 $




Rehabilitate MC Road to ST 1,245 kms 0.00 kms 0 31,000 $ 0 $





Rehabilitate EA Road to LA 1,646 kms 0.02 kms 28 23,000 $ 655,408 $







370 kms 12,891,283 $

1,742 $









Rehabilitate EA Road to LA 1,646 kms 0.02 kms 28 23,000.00 $ 655,408 $







1,066 kms 64,689,583 $

5,322 $

Page 2 2002


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost






















6,789,684 $

4,887 $




Patch AC Pavement 0 kms 0.00 Sq m 0 m2 30.00 $ 0 $ 0.0% 39.7%


















12,065,480 $

4,530 $






















26,303,434 $

3,741 $




Patch AC Pavement 441 kms 81.66 Sq m 36,017 30.00 $ 1,080,514 2.4%


















44,864,760 $

4,048 $

Page 3 2003


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost
















662 kms 54,067,051 $

27,008 $
















186 kms 8,294,810 $

3,012 $
















527 kms 16,940,453 $

2,289 $
















1,376 kms 79,302,314 $

6,524 $

Page 4 2003


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost






















5,648,999 $

4,241 $






















12,691,514 $

4,941 $






















27,465,774 $

3,980 $






















45,519,044 $

4,214 $

Page 5 2004


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost
















857 kms 77,630,909 $

38,779 $
















227 kms 9,909,377 $

3,598 $
















316 kms 9,199,400 $

1,243 $



Rehabilitate ST Road 352 kms 0.01 kms 4 31,000.00 $ 119,398 $













1,400 kms 96,739,686 $

7,958 $

Page 6 2004


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost






















3,523,939 $

2,910 $






















13,219,997 $

5,232 $






















28,416,459 $

4,086 $






















44,874,248 $

4,197 $

Page 7 2005


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost
















831 kms 75,039,863 $

37,485 $
















258 kms 11,162,523 $

4,053 $
















623 kms 17,062,635 $

2,306 $



Rehabilitate ST Road 740 kms 0.01 kms 7 31,000.00 $ 231,307 $













1,712 kms 103,265,021 $

8,495 $

Page 8 2005


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost






















2,703,152 $

1,978 $






















13,694,619 $

5,488 $
















Repair Culverts 12,487 each 0.15 each 1,848 each 550.00 $ 1,016,256 $ 3.5%






28,728,439 $

4,239 $






















44,840,593 $

4,215 $

Page 9 2006


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost
















510 kms 49,600,858 $

24,777 $
















248 kms 10,747,942 $

3,903 $
















602 kms 16,471,548 $

2,226 $














Reseal Surface Treatment 1,197 kms 0.00 kms 0 0 $


1,360 kms 76,820,347 $

6,320 $

Page 10 2006


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost





Patch ST Pavement 1,010 kms 0.74 Sq m 744 m2 30.00 $ 22,318 $ 0.8%

















2,918,743 $

1,623 $







Patch Laterite Potholes 828 kms 254.63 Sq m 210,796 m2 5.00 $ 1,053,979 $ 7.2%















14,556,719 $

5,809 $






















30,037,255 $

4,419 $







Patch Laterite Potholes 4,807 kms 221.00 Sq m 1,062,301 5.00 $ 5,311,505 11.2%















47,222,476 $

4,254 $

Page 11 2007


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost














Reseal Surface Treatment 1,010 kms 0.00 kms 0 18,000 $ 0 $


311 kms 35,581,999 $

17,774 $
















234 kms 10,132,853 $

3,679 $
















595 kms 16,347,884 $

2,209 $
















1,139 kms 62,062,736 $

5,106 $

Page 12 2007


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost






















3,062,766 $

1,530 $






















16,297,856 $

6,463 $







Patch Laterite Potholes 4,055 kms 277.95 Sq m 1,127,059 m2 5.00 $ 5,635,296 $ 17.2%















32,737,675 $

4,802 $






















51,803,982 $

4,568 $

Page 13 2008


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost











Overlay AC Road with 5 cm AC 1,097 kms 0.01 kms 15 54,000 $ 783,974 $





319 kms 30,662,053 $

15,317 $
















221 kms 9,574,719 $

3,477 $
















564 kms 15,385,526 $

2,079 $











Overlay AC Road with 5 cm AC 1,141 kms 0.01 kms 15 53,611.13 $ 795,514 $





1,105 kms 55,622,298 $

4,576 $

Page 14 2008


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost






















3,140,526 $

1,569 $






















17,224,703 $

6,791 $






















34,024,025 $

4,977 $






















54,090,407 $

4,755 $

Page 15 2009


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost
















405 kms 21,880,087 $

10,930 $
















217 kms 9,294,922 $

3,375 $
















544 kms 14,824,364 $

2,003 $










Rehab & Reconstruct Bridges 75,804 lm 0.01 lm 479 3,902.51 $ 1,869,300 $






1,166 kms 45,999,373 $

3,784 $

Page 16 2009


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost






















3,178,660 $

1,588 $






















17,276,885 $

6,789 $






















34,303,248 $

5,003 $






















54,459,663 $

4,776 $

Page 17 2010


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost
















246 kms 13,278,616 $

6,633 $
















242 kms 10,255,971 $

3,724 $















DBST Laterite Road 4,199 kms 0.01 kms 41 9,000 $ 373,410 $

597 kms 14,928,592 $

2,017 $
















1,086 kms 38,463,178 $

3,164 $

Page 18 2010


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost






















3,236,156 $

1,617 $






















16,812,753 $

6,585 $






















33,957,903 $

4,938 $






















53,707,396 $

4,698 $

Page 19 2011


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost
















104 kms 5,625,320 $

2,810 $
















232 kms 9,790,161 $

3,555 $













Overlay MC Road with 5 cm AC 857 kms 0.02 kms 15 36,000 $ 544,499 $



596 kms 14,955,115 $

2,021 $













Overlay MC Road with 5 cm AC 1,940 kms 0.01 kms 15 36,000.00 $ 544,499 $



931 kms 30,370,596 $

2,498 $

Page 20 2011


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost






















3,266,772 $

1,632 $






















16,340,421 $

6,379 $






















33,583,063 $

4,870 $






















52,890,556 $

4,615 $

Page 21 2012


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost
















92 kms 4,980,907 $

2,488 $
















259 kms 10,057,989 $

3,652 $
















582 kms 14,418,785 $

1,948 $
















934 kms 29,457,681 $

2,423 $

Page 22 2012


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost






















3,307,399 $

1,652 $






















15,841,483 $

6,165 $






















33,192,613 $

4,799 $






















52,041,514 $

4,530 $

Page 23 2013


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost
















94 kms 5,097,846 $

2,547 $
















233 kms 9,452,585 $

3,432 $
















571 kms 13,927,506 $

1,882 $
















898 kms 28,477,938 $

2,343 $

Page 24 2013


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost






















3,340,524 $

1,669 $






















15,353,689 $

5,956 $






















32,791,007 $

4,728 $






















51,184,966 $

4,445 $

Page 25 2014


Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Annual Work

Quantity Total Cost
















82 kms 4,433,528 $

2,215 $
















216 kms 9,123,343 $

3,313 $












Overlay ST Road with 5 cm AC 898 kms 0.02 kms 22 36,000 $ 803,845 $




593 kms 14,373,464 $

1,942 $
















891 kms 27,930,336 $

2,298 $

Page 26 2014

Sample Routine Maintenance

Contract

Appendix

I

Kingdom of Cambodia

MINISTRY OF PUBLIC WORKS AND TRANSPORT

KANDAL PUBLIC WORKS DEPARTMENT

ROUTINE MAINTENANCE CONTRACT

July 2002

Road Description Length in

Kms

RN12 Phnom Penh – Tnal Keng 48.0

1

MINISTRY OF PUBLIC ROADS AND TRANSPORT

PROVINCIAL ROADS DEPARTMENT _____________ PROVINCE

ARTICLES OF AGREEMENT FOR A ROUTINE MAINTENANCE CONTRACT

Articles of agreement made this………………..day of………………………….two thousand and…………………………….between the Provincial Works Department – ___________ Province (hereinafter called “the Employer”) on the one hand and………………………………………………………… of ………………………………………(hereinafter called “the Contractor) on the other hand.

1. Whereas it is the intention of the Employer to engage the Contractor to execute road maintenance works hereinafter more specifically described and the Contractor having agreed to execute the works above mentioned NOW IT IS HEREBY MUTUALLY AGREED between the parties that:

a. The Contractor shall execute the works as listed in the attached Bill of Quantities and any other work which may be assigned to him/her from time to time.

b. The works shall be performed on the following roads in _________Province or on other roads that may be designated at a later time.

.............................................................................................................................................

............................................................................................................................................

............................................................................................................................................

............................................................................................................................................

............................................................................................................................................

............................................................................................................................................

............................................................................................................................................

............................................................................................................................................

............................................................................................................................................

INSTRUCTIONS:

2. The Employer shall appoint Supervisors who shall from time to time, on behalf of the Employer, assign work to the Contractor in accordance with the Bill of Quantities in Appendix A. The Contractor shall, on his/her appointment, be

2

notified of the name of the Supervisors. Whenever the Supervisors are changed the Contractor shall be notified in writing accordingly.

3. The Contractor shall comply with the instructions and directions of the Supervisors, acting on behalf of the Employer.

4. The Employer may make any variation of the form, type, quantity of the works in the contract for any reason. He shall have the power to order the Contractor to do and the Contractor shall do any of the following:

a) increase or decrease the quantity of any work included in the contract,

b) omit any such work,

c) change the quality or kind of any such work,

d) execute additional work of any kind necessary

and no such variation shall in any way invalidate the contract. All extra or additional work done or work omitted by order of the Employer shall be valued at the rates and prices set out in the contract.

5. The contractor shall bear all costs and charges for special or temporary construction required by him in connection with access to the site and borrow pits and any royalty or other payments due to land owners in connection with removal of material from borrow pits or the disposal of waste material.

6. The Contractor shall note that this work is part of the MPWT Maintenance Management Program: therefore some work and location reports documenting work accomplished and schedules identifying where work is to be performed shall be required of the Contractor. The Employer shall, however, ensure minimum interference with the Contractor’s work programme.

7. Technical notes pertaining to recurrent and indefinite quantity maintenance activities are a part of this contract and are enclosed at Appendix B and C.

PAYMENT:

8. In consideration of the works to be performed by the Contractor the Employer shall pay the Contractor the value of the measured work done by the Contractor in accordance with Bill of Quantities and the Activity Specifications included in Appendix D up to the total sum of:

.................................................................................. (Riel....................................).

9. Work executed to the satisfaction of the Employer will be paid for in accordance with the method of measurement of work and the basis of payment as laid down in the Activity Specifications and such payment that are due to the Contractor for work will be made at the Office of the Employer.

3

10. The descriptions of the work to be done on any occasion are indicated in the Bill of Quantities. The quantities in the Bill of Quantities are approximate only and in no case shall such quantities be considered to limit or extend the amount of work to be done and material to be supplied by the Contractor.

11. The Contractor will submit monthly invoices for all works executed and the Supervisors will verify the measurements and inspect that the works are carried out to the Activity Specifications and to a satisfactory standard. Where the Supervisors consider that works have not been carried out to the Activity Specifications and to a satisfactory standard, payment for wok done will be withheld until the work has been corrected.

12. The duration of the contract will be no longer than 12 months.

13. Within one month of the completion of the contract the Contractor may submit a Final Account showing the total work done in accordance of the contract together with all further sums which the Contractor considers to be due to him under the contract. Whether the Contractor submits a Final Account or not the Employer will prepare an Employer’s Final Account showing the total and final amounts the Contractor is entitled to under the contract. The Contractor and the Employer shall sign the Employer’s Final Account as an acknowledgement of the full and final value of the work performed under the contract.

DAYWORK:

14. The Employer may, if, in his opinion, it is necessary or desirable, order in writing that any additional or substituted work shall be executed on a daywork basis. The instruction in writing to the Contractor will state the expected extent of labor and materials to be paid for on a daywork basis for each particular work activity to be executed in this way.

15. The Contractor shall be paid for such work under the conditions set out in the Daywork Schedule in Appendix G and the rates and prices affixed thereto by him in his tender. At the end of each month the Contractor shall provide the Employer’s Supervisor with a fully priced statement of any work undertaken on a daywork basis including receipts of all materials purchased and used in executing the work. Materials used to execute dayworks will be specified by the Employer and will be paid for on the basis of actual cost supported by invoice for that material plus twenty percent of the invoiced price to cover the Contractor’s direct costs and profit.

ENGAGEMENT OF LABOR:

16. The Contractor shall make his/her own arrangements for the engagement of all labor and for the transport, housing, feeding a payment thereof. The use of local labor to the extent possible is required.

4

17. The Contractor shall pay his/her employees promptly and regularly at monthly intervals and all employees shall be paid in full and up to date before the final contract payment is made to the Contractor.

TERMINATION:

18. In the event of any serious misconduct by the Contractor such as persistently working behind schedule, persistently failing to execute work to the Activity Specifications and to a satisfactory standard, indulging in any act of dishonesty or any serious breach or non-observance of any conditions of this agreement or shall fail or refuse to carry out the duties assigned to him/her by the Supervisors, the Employer shall be entitled summarily to terminate his/her engagement without notice and without payment in lieu of notice. However, the Contractor shall be entitled to claim payment for work already satisfactorily carried out in the estimation of the Supervisors.

LIQUIDATED AND ASCERTAINED DAMAGES:

19. In the event of such defaults/misconducts as described in clause 19, or in the event of not completing the work as instructed/described within the contract period, the Employer shall be entitled to deduct............................. for each and every week the work remains uncompleted or unsatisfactorily done. The aforementioned amount will be deducted from any outstanding claim and the balance paid/or refunded by the contractor as the case may be. However the contractor is entitled to............calendar day’s verbal or written warning before liquidated and ascertained damages may be imposed upon him.

DISPUTES:

20. All disputes or differences whosoever which may at any time arise during the continuance of this contract or upon or after its discharge or termination between the parties hereto touching or concerning this contract or its execution or effect on the rights, duties or liabilities of the parties hereto or in connection with or arising out of this contract or the carrying out of the works including any decision, opinion instruction or direction of the Employer /Supervisor shall be referred first to a person to be agreed between the parties for an amicable settlement or failing such an agreement the parties shall refer such depute to a single arbitrator to be nominated by ______________ in accordance with and subject to the provisions of the Laws of Cambodia or any statutory modification or re-enactment thereof for the time being in force.

INDEMNITY:

21. The Contractor shall at all times indemnify the Employer against all liabilities to other persons for bodily injury, damages to property or their loss which may arise out of or in consequence of the execution of the works and against all costs, charges and expenses that may be occasioned to the Contractor by the claims of such persons and vehicles using the project road(s) and employees of the Contractor working on the road during the execution of the works as stipulated in the General Specifications in Appendix F and Activity Specifications and/or directed by the Employer.

5

COMMENCEMENT DATE:

22. This contract shall come into force on the receipt of a letter from the Employer in which the commencement date shall be stated and the contract shall be valid for a period of twelve (12) months from the date stated therein unless the contract is terminated in accordance with the terms of this contract.

APPLICABLE LAW:

23. The applicable law shall be the law in force in the Kingdom of Cambodia

IN WITNESS WEREOF THE PARTIES HERTO APPEND THEIR HANDS THE DAY AND THE YEAR FIRST ABOVE WRITTEN.

For and on behalf of the Government of Cambodia Contractor

Name of signatory Name of Signatory

Designation Designation

Full Name of Firm

Witness Witness

Name: Name:

Address: Address:

Designation: Designation:

Appendix A-Work Program (Bill of Quantities) for RN 12 - 48km

The maintenance work to be accomplished in accordance with this Work Agreement consists of the work listed belo

RN 12 - 48kmActivity Work

Unit

Planned Work Unit Rate Riel Total Cost

Riel

Inspection Criteria See also

Activity Specification -

Appendix F

Notes

1100 Patch Bituminous Surface sqm 350

Description: Patching of small areas of

bituminous roadway or paved shoulder

with hot or cold bituminous mixtures

and hand tools to correct potholes,

edge failures and other potential

surface hazards.

A well constructed patch of the

same material as and flush with

the surface and with square and

vertical sides to the patch

Work will be

accomplished upon

receipt of written

instructions from the

Employer stating where

patch work is required.

1200 Grade Shoulders km 27

Description:Grading and reshaping

aggregate or earth shoulders to

eliminate edge ruts, ridges,

corrugations and high shoulders. Work

unit is shoulder kilometer

Well graded shoulders free

from ruts, ridges, obstructions

and are flush with road surface

All earth or gravel

shoulders of bituminous

surfaced roads will be

graded one time

1250 Grade Earth / Gravel Roads km 74

Description:Grading and reshaping

aggregate or earth roads to eliminate

edge ruts, ridges, corrugations, high

shoulders and to restore good drainage

characteristics

Well graded shoulders free

from ruts, ridges, obstructions

and are flush with road surface

All earth/gravel road will

be graded 4 times during

the year. Contractor is to

submit schedule to the

Employer stating when

work will be done.

1260 Heavy Grading km 22

Description: Grading and reshaping

aggregate or earth roads to eliminate

edge ruts, ridges, corrugations and high

shoulders. This activity includes the

application of small amounts of

additional earth or aggregate and

includes the use of water and

compaction equipment to restore the

road surface and reduce road

roughness

A well graded and shaped road

without ruts, ridges,

corrugations or raised

shoulders.

1270 Heavy Grading - Special km 33

Description:Minor rehabilitation of earth

or aggregate road to insure road

remains open to traffic. Work includes

grading, addition of substantial

embankment material, correction of

drainage, shaping, and compaction.

A well graded, shaped and

drained rehabilitated road

capable of conveying traffic at

at least 40km/hr.

2100 Clean and Cut Ditches lm 35000

Description: The cleaning and clearing

of roadside drainage courses to restroe

the drainage of water away from the

road structure using hand tools.

Includes the loading and removal of

cleared debris from thesite

Cleared and clean drainage

ditches capable of carrying

away water without obstruction.

All cut ditches will be

cleaned and recut as

necessary.

3100 Clean Culvert each 66

DescriptionThe cleaning and clearing of

drainage structures to ensure the

proper drainage of water through and

away from the road structure using

hand tools. Includes the loading and

removal of cleared debris from the site.

Cleared and clean culverts

capable of carrying away water

without obstruction.

contBOQ Page 1

RN 12 - 48kmActivity Work

Unit

Planned Work Unit Rate Riel Total Cost

Riel

Inspection Criteria See also

Activity Specification -

Appendix F

Notes

3130 Repair Culvert each 12

Description:The repair of damaged

culvert barrel, head and wingwalls and

other appurtenances to the culvert

structure. Does not include installation

of new culvert

A repaired culvert with proper

grade and slope, with head and

wing walls repaired. Finished

grade to conform with road

surface.

Unit rate is to be average

rate for repair work

including all material.

3150 Install Pipe Culvert each 4

Description: The installation of a new

pipe culvert. Includes the excavation

and preparation and the bedding for the

culvert, the placement and backfill of

the culvert, repair of the road surface

and the construction of head and wing

walls.

A new culvert installed to proper

grade and slope with head and

wing walls constructed

according to plans. Finished

grade to conform with road

surface without depressions or

extreme mounding of backfill

3200 Minor Bridge Repair man hour 250

Description: The minor repair and

cleaning of bridges using handtools.

Includes the replacement or repair of

bridge decks, repair of hand rails,

clianing of drainage openings, repair of

curbs, repair of bridge approaches and

guard rails and repair of signs and other

bridge appurtenances.

Evidence of bridge repairs such

as new decks, handrails,

approaches. Bridge will be

capable of carrying traffic

without substantial slowing

Material for bridge repair

will be paid at invoice +

20%. Do not include

material in unit man hour

rate

4150 Control Vegetation & Clean Roadside km 192

Description: The clearing of vegetation

and trash from the roadside to improve

aesthetics, improve drainage and

restore sight distances. Includes the

loading and removal of cleared

material. Work unit is kilometer of road

so there are 2 roadside kilometer /

kilometer of road

Well cleared and aesthetically

pleasing roadsides. All grass

cut to 15cm or less. All non-

flowering shrubs or trees less

than 10cm removed from

roadside

All roadside will be

cleared and cleaned 4

times during the year.

Employer will instruct

Contractor in writing when

work is to be done.

Total

contBOQ Page 2

Appendix B

Technical Details for Performance Based Road Recurrent Maintenance Activities

1. These notes pertain to the execution of recurrent works as indicated in Appendix A to this appendix.

2. Recurrent activities are those that must be accomplished more than one time during the term of the contract. Vegetation Clearing, Pickup of Trash, Grading of Earth / Gravel Roads are examples of this type of activity.

3. These recurrent works will be accomplished by the Contractor in accordance with a schedule to be agreed between the Employer and the Contractor. For bidding purposes an estimated schedule is enclosed at Appendix E

4. These works may be inspected during the period of execution but inspection for evaluation and payment of invoices shall be accomplished jointly by the Employer and the Contractor. The Employer shall inform the Contractor 7 days in advance of the scheduled inspection.

5. Acceptance of the work will be based on a satisfactory condition existing at the time of the acceptance. The inspection criteria are as shown in Appendix A and the Activity Specifications - Appendix D.

6. Payment will be based on the agreed unit rate for the activity independent of the effort involved. For example: A clean culvert will be paid for at the unit rate whether or not the required effort to clean the culvert was 1 man-hour or 20 man-hours.

7. Since evaluation of work is based on a condition evaluation, the Contractor will be given 2 opportunities to correct discrepancies. If after 3 inspections the work is still unsatisfactory, the Contractor will be held in default of the Contract. The Contractor will be paid at the unit rate for that portion of the work which is satisfactory.

Appendix C

Technical Notes for Unit Rate, Indefinite Quantity Activities

1. These notes pertain to the execution of indefinite quantity works as indicated in Appendix A (Bill of Quantities)

2. Indefinite Quantity Activities are those that the exact amount of effort required or location is not known at the beginning of the contract. These are activities such as patching of bituminous surfaces, minor bridge repair, or culvert repair; where until inspection reveals the defect the work is not known.

3. These indefinite quantity works of plus or minus 20% of the quantities shown on the bill of quantities will be accomplished by the Contractor over a period of 12 months in accordance with work orders issued to the Contractor by the Employer.

4. The site of the assigned work will be inspected jointly by the Employer and the Contractor prior to the beginning of work. The scope, cost of the work and the completion date will be agreed and a notice to proceed will be issued by the Employer. For new construction such as new culverts, the Contractor shall prepare for the Employer’s approval, shop drawings of the required work. The basis for negotiation of cost will be the quoted unit rate plus or minus adjustments for extra or less materials and for site conditions.

5. If the works and price cannot be agreed, the Contractor will not be assigned the work. Failure by the Contractor and Employer to agree on the works and price of the works on 3 different work orders will constitute grounds for cancellation of the contract.

6. These works will be inspected during the period of execution but inspection for evaluation and payment of invoices shall be accomplished jointly by the Employer and the Contractor when the work has been completed and the Contractor has informed the Employer when the work is ready for inspection.

7. Acceptance of the work will be based on a satisfactory condition existing at the time of the acceptance. The inspection criteria are as shown in Appendix D (Activity Specifications).

8. The Contractor agrees to remedy any defects identified during the period of the Contract and for 90 days following the completion of the Contract.

9. For repair and installation of Culverts, excavations may not exceed ½ of the traveled way unless suitable bypass of the site is available. Excavations must be backfilled within 14 days of being opened. Bedding material for pipe culvert must be granular, free draining and shaped to the curve of the culvert. Backfill must be placed in uniform lifts of no more than 20cm and compacted to 95% of maximum density.

10. The invert of all longitudinal ditching shall be at least 0.7m below the crown of the road and will be free of obstructive vegetation or rocks.

11. Material added during heavy grading must be granular material with a PI < 15. Clay is not to be used unless approved by the Employer and can be stabilized with lime.

12. Bituminous patching of asphalt concrete surface shall consist of the placement of at least 5cm hot or cold bituminous mix, plus the placement and compaction of aggregate base material to a depth where deformation is not present up to a depth of 25 cm.

13. Bituminous patching of sealed surfaces will consist of the replacement of deformed base material plus a DBST seal of the patched area or the material and technique of bituminous patching of asphalt concrete as described in paragraph 12 above may be used.

Appendix D – Activity Specifications

To be Inserted

Appendix E – Estimated Schedule of Activities

SUM - ACT

RM

C Consulting

Cat.

Code

Jan

Feb

Mar

Apr

May

Jun

JulY

Aug

Sep

Oct

Nov

Dec

Total

Annual

Prod

Daily

Avg

3:44 PM

1 of 3

06/17/2002

Time:

Page:

Report Type:

Date:

Crew Days Planned Per Month

Name

Activity

Annual

Work Quantity

WORK CALENDAR

08 KANDAL

N1 MAIN NATIONAL ROAD

1100

RO

PATCH BITUMINOUS SURFACE

11.5

12.4

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

11.5

45.8

20.0

10.4

916.0SQM

1170

RO

PATCH MACADAM SURFACE

53.8

0.0

0.0

0.0

0.0

0.0

50.2

50.2

50.2

50.2

53.8

358.8

50.0

50.4

17,940.0SQM

1200

RO

GRADE SHOULDERS

19.9

1.9

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

19.9

62.1

5.0

20.4

310.6KM

1900

RO

GENERAL ROADWAY MAINTENA

5.0

5.0

5.0

5.0

5.0

5.0

5.0

5.0

5.0

5.0

5.0

62.5

8.0

7.5

500.0MH

2100

RO

CLEAN DITCHES - HAND

9.7

9.7

0.0

0.0

16.4

0.0

9.7

9.7

9.7

9.7

9.7

96.6

2,000.0

12.3

193,200.0LM

3100

RO

CLEAN CULVERT

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

12.4

10.0

12.4

124.0EA

3130

RO

REPAIR CULVERT

0.0

6.0

0.0

0.0

0.0

0.0

0.0

6.0

0.0

0.0

0.0

12.0

1.0

0.0

12.0EA

3150

PE

INSTALL PIPE CULVERT

30.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

30.0

0.1

0.0

3.0EA

3200

RO

REPAIR BRIDGE- MINOR

0.0

0.0

0.0

0.0

0.0

0.0

0.0

172.9

0.0

0.0

0.0

172.9

48.0

0.0

8,300.0MH

4150

RO

CONTROL VEGETATION

9.9

9.9

17.4

9.9

9.9

9.9

9.9

9.9

9.9

9.9

9.9

124.2

5.0

7.8

621.2KM

4500

RO

PICKUP TRASH

14.9

14.9

14.9

14.9

14.9

14.9

14.9

14.9

14.9

14.9

14.9

186.4

10.0

22.5

1,863.6KM

N2 OTHER NATIONAL ROAD

1170

RO

PATCH MACADAM SURFACE

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

77.2

0.0

0.0

77.2

50.0

0.0

3,860.0SQM

1200

RO

GRADE SHOULDERS

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

10.7

0.0

10.7

5.0

0.0

53.6KM

1250

RO

GRADE EARTH/GRAVEL ROAD

10.1

5.1

0.0

0.0

0.0

0.0

3.5

7.6

10.1

4.0

6.1

50.6

5.0

4.1

253.2KM

1260

PE

HEAVY GRADING

0.0

0.0

0.0

0.0

0.0

0.0

0.0

5.0

5.0

0.0

5.0

20.1

2.0

5.1

40.2KM

1270

RO

HEAVY GRADING - SPECIAL

0.0

0.0

0.0

0.0

0.0

0.0

0.0

19.1

33.8

33.8

0.0

86.7

0.8

0.0

65.0KM

1300

PE

REGRAVEL ROAD

21.9

21.9

0.0

0.0

0.0

0.0

20.3

21.9

21.9

21.9

21.9

168.8

0.3

17.1

42.2KM

1

APPENDIX F

GENERAL SPECIFICATIONS

TRAFFIC

1. The Contractor shall so arrange his work that at least half the road width remains open to traffic at all times or, if necessary, the Contractor shall provide and maintain an adequate diversion for traffic and shall provide traffic control as necessary or when directed to do so by the Employer.

ROAD SAFETY

2. When carrying out the works the Contractor shall be responsible for the provision of adequate warning signs and traffic barriers to ensure the safety of road users and his employees. The cost of the provision of all necessary warning signs and barriers shall be included in the tender rates for each activity.

3. If the work is undertaken on the road without adequate warning signs and barriers, and if the Employer considers the situation a danger to road safety, the Employer may instruct the Contractor to cease such work until adequate safety precautions and warnings are provided. Whether the Employer instructs the Contractor or not the Contractor is fully responsible for the road safety of his work and the Contractor shall at all times indemnify the Employer against all liabilities to other persons for bodily injury and damages to property under Clause 21 of the contract.

4. The following provisions for road safety shall be met:

a) work on the road side- (eg. Vegetation clearing) provision of two red flags on cut poles on each side of the road and not less than 100 meters of each side of the working area before work begins.

b) mechanical operations to the road surface – (eg. Grading or pothole repair) provision of warning signs indicating a grader working ahead placed on the edge of the road at the beginning and end of the operations before work begins; where fitted to the grader yellow flashing lights shall be switched on.

c) partial closure of the road - (eg. culvert barrel repairs, sectional regravelling) provision of red flags or “men working” signs 200 meters on each side of the work area and lane closure barriers or painted oil drums placed at each end of the work area.

d) total closure of the road – (eg. culvert construction or replacement) provision of and maintenance of a traffic diversion and warning signs placed 200 meters on each side of the work are, lane closure barriers or

2

painted oil drums placed at each end of the work area and left/right arrows clearly painted and displayed to direct traffic to the diversion.

5. Wherever possible work shall not be left unfinished or the road left in a hazardous condition for road users overnight: where this is unavoidable clear warning signs must be left in place and made safe through the night.

HANDTOOLS

6. The Contractor is responsible for providing suitable hand tools to his employees to carry out the work according to the standard work method of each activity.

7. The Contractor shall provide all necessary equipment to set the work out to the lines and levels as stated in the Activity Specifications and/or as specified or directed by the Employer.

EQUIPMENT

8. The Contractor shall use equipment approved for the work as noted in the Activity Specifications unless otherwise directed or approved by the Employer.

ACTIVITY SPECIFICATIONS

9. The Activity Specifications are to guide the Contractor in executing the work to acceptable standards and qualify. The Contractor shall make himself familiar with the Activity Specifications and General Specifications included in the Contract Document before tendering his rates in the Bill of Quantities.

10. The Approved Work Method is to be followed by the Contractor unless otherwise directed by the Employer in writing.

11. The Typical Crew is the recommended composition of the work force required to execute the work according to the Activity Approved Work Method.

12. The recommend equipment is the list of equipment required to execute the work according to the Activity Approved Work Method. The Contractor may use equipment other than listed here, but the Employer shall, if he believes that the substitution of equipment is having an adverse effect on the standard of work performed, instruct the Contractor to cease work until approved equipment is on site.

13. The Approved Materials is the list of materials required to execute the work according to the Activity Approved Work Method and Technical Specification. Materials not listed, shall only be used with the approval or instruction of the Employer.

14. The Technical Specification describes the particular technical requirements of the work to be performed under each activity. These Technical Specifications are to be followed by the Contractor unless instructed otherwise in writing by the

3

Employer. Failure to follow these specifications may result in work of an unacceptable standard and in such cases no payment for work done will be made.

15. The Method of Measurement of Work specifies for each activity the units that will be used in measuring work on completion and the basis upon which payment will be made for work done. The items involved in the work that are to be included in the payment per unit of work are described. The Contractor shall assess the work involved taking into account all the costs he is likely to incur in executing the work before preparing his tender rates. General items that are included in the payment of work and that apply to all activities are described in the General Specifications and should be read in conjunction with individual Activity Specifications before the Contractor prepares his tender rates. Claims for costs incurred in executing works which are already allowed for in the specifications shall not be accepted.

Appendix G – Day Works Schedule

To be Inserted

Maintenance Work Agreement

Appendix

J

Kingdom of Cambodia


MAINTENANCE WORK AGREEMENT

KANDAL

Road Length in

Kms

Amount in US $ Amount in Riel

RN2 4.38 $22,193 R 86,662,572

RN21 7.10 $17,911 R 69,942,455

RN6A 46.00 $54,868 R 214,259,540

RN3 11.85 $24,204 R 94,516,620

69.33 $ 119,176 R 465,381,187

March 2002


Maintenance Work Agreement

1. This Agreement describes the agreement and clarifies the roles and processes of the parties to this Agreement in accomplishing the works described in the Enclosure(s).

2. The parties to this Agreement are the Director-General of the General Department of Public Works of the Ministry of Public Works and Transport (MPWT) coordinated by the Deputy Director General of MPWT (Party A) and the Director of the Public Works Department - Kandal Province (Party B)

3. Whereas: Party A agrees to fund maintenance activities on the roads and at the unit rates as described in the Enclosure(s) to an amount not to exceed USD 119,176 (R465,381,187) The quantities of work in the Enclosure(s) may be modified by conditions in the field. If any new work activities are required unit rates must be agreed by both parties.

4. Whereas: Party B agrees to perform the maintenance activities on the roads as described in the Enclosure(s) at the agreed unit rates.

5. Party B is hereby authorized to perform all or part of the work with Government Employees or to enter into sub contracts or agreements with qualified contractors to perform the work. Each agreement or total paid to any one contractor may not exceed $25,000 (R97,625,000). If Party B desires to contract work which will exceed $25,000, formal government national competitive bidding procedures must be followed and the contracts must be approved by the Ministry of Finance.

6. Further Party B agrees to record in the format described elsewhere and on the forms provided, a daily report of the maintenance work performed. These reports are to be provided weekly to Party A for inclusion in the Maintenance Management System.

7. Party B agrees to accomplish all maintenance works within one (1) year of the signing of this agreement.

8. Party B will submit requests for compensation (payment certificates) not more frequently than monthly or for less than 15% of the agreed amount. Amount of said compensation to be determined by calculating the quantity of work accomplished in each activity multiplied by the agreed unit rates stated in the Enclosure(s).

9. Party A agrees to inspect the work and review the payment certificate and pay all or the approved portion of the certificate within 30 days of receipt.

10. Party A agrees to pay Party B 25% of the authorized funding upon execution of this Agreement. This advance payment to be repaid as follows:

a. First Certificate: 30% of advance

b. Second Certificate: 30% of advance

c. Third Certificate: 40% of advance

11. Party B understands that this agreement is in conjunction with the development and implementation of a Maintenance Management System (MMS) in Cambodia and agrees to provide any requested information required to assist in the development of the MMS.

Agreed this date:

Mr. Chhin Kong Hean Date Director General

Mr. Meas Soeun Date Director Public Works- Kandal Province

Enclosure 1 Work Program and Unit Rates for RN 06A Kandal 46km

The maintenance work to be accomplished in accordance with this Work Agreement consists of the work listed

below. The work will be performed on the roads and at the unit rates indicated.

RN 06A Kandal 46kmActivity Work

Unit

Unit Rate Riel Unit Rate

US $

Planned

Work

Total Cost

US $

Total Cost

Riel

Inspection Criteria

1100 Patch Bituminous Surface sqm R 66,385 $ 17.00 1,500 $25,500 R 99,577,500

Description: Patching of small

areas of bituminous roadway or

paved shoulder with hot or cold

bituminous mixtures and hand

tools to correct potholes, edge

failures and other potential

surface hazards. This activity

also includes temporary

patching of bituminous

pavements and the use of hot

liquid bituminous material for

crack patching.

A well constructed

patch of the same

material as and

flush with the

surface and with

square and vertical

sides to the patch

1200 Grade Shoulders km R 246,015 $ 63.00 92 $5,796 R 22,633,380

Description:Grading and

reshaping aggregate or earth

shoulders to eliminate edge

ruts, ridges, corrugations and

high shoulders

Well graded

shoulders free from

ruts, ridges,

obstructions and are

flush with road

2100 Clean and Cut Ditches lm R 390.50 $ 0.10 46,000 $4,600 R 17,963,000

Description: The cleaning and

clearing of roadside drainage

courses to restroe the drainage

of water away from the road

structure using hand tools.

Includes the loading and

removal of cleared debris from

thesite

Cleared and clean

drainage ditches

capable of carrying

away water without

obstruction.

3100 Clean Culvert each R 42,955 $ 11.00 8 $88 R 343,640

DescriptionThe cleaning and

clearing of drainage structures

to ensure the proper drainage of

water through and away from

the road structure using hand

tools. Includes the loading and


the site.

Cleared and clean

culverts capable of

carrying away water


3130 Repair Culvert each R 2,069,650 $ 530.00 2 $1,060 R 4,139,300

Description:The repair of

damaged culvert barrel, head

and wingwalls and other

appurtenances to the culvert

structure. Does not include

installation of new culvert

A repaired culvert

with proper grade

and slope, with head

and wing walls

repaired. Finished

grade to conform

with road surface.

RN 06A Page 1

RN 06A Kandal 46kmActivity Work

Unit


US $

Planned

Work

Total Cost

US $

Total Cost

Riel

Inspection Criteria

3150 Install Pipe Culvert each R 10,738,750 $ 2,750.00 $0 R 0

Description: The installation of

a new pipe culvert. Includes the

excavation and preparation and

the bedding for the culvert, the

placement and backfill of the

culvert, repair of the road

surface and the construction of

head and wing walls.

A new culvert

installed to proper

grade and slope

with head and wing

walls constructed

according to plans.

Finished grade to

conform with road

surface without

depressions or

extreme mounding

3200 Minor Bridge Repair man hour R 31,240 $ 8.00 1,400 $11,200 R 43,736,000

Description: The minor repair

and cleaning of bridges using

handtools. Includes the

replacement or repair of bridge

decks, repair of hand rails,

clianing of drainage openings,

repair of curbs, repair of bridge

approaches and guard rails and

repair of signs and other bridge

appurtenances.

Evidence of bridge

repairs such as new

decks, handrails,

approaches. Bridge

will be capable of

carrying traffic

without substantial

slowing

4150 Control Vegetation & Clean

Roadsidekm R 46,860 $ 12.00 552 $6,624 R 25,866,720

Description: The clearing of

vegetation and trash from the

roadside to improve aesthetics,

improve drainage and restore

sight distances. Includes the


material

Well cleared and

aesthetically

pleasing roadsides.

All grass cut to

15cm or less. All

non-flowering

shrubs or trees less

than 10cm removed

f d idTotal $54,868 R 214,259,540

Exchange Rate = R 3,905

RN 06A Page 2

Enclosure 1 Work Program and Unit Rates for RN 03 Kandal 11.85km



RN 03 Kandal 11.85kmActivity Work

Unit


US $

Planned

Work

Total Cost

US $

Total Cost

Riel

Inspection Criteria

1100 Patch Bituminous Surface sqm R 31,240 $ 8.00 1,572.50 $12,580 R 49,124,900












crack patching

A well constructed

patch of the same

material as and

flush with the

surface and with

square and vertical

sides to the patch

1200 Grade Shoulders km R 246,015 $ 63.00 24 $1,512 R 5,904,360





high shoulders

Well graded

shoulders free from

ruts, ridges,


flush with road

1250 Grade Earth / Gravel Roads km R 121,055 $ 31.00 $0 R 0



roads to eliminate edge ruts,

ridges, corrugations, high

shoulders and to restore good

drainage characteristics

Well graded

shoulders free from

ruts, ridges,


flush with road

surface

1260 Heavy Grading km R 1,620,575 $ 415.00 $0 R 0

Description: Grading and



ridges, corrugations and high

shoulders. This activity includes

the application of small amounts

of additional earth or aggregate

and includes the use of water

and compaction equipment to

restore the road surface and

reduce road roughness

A well graded and

shaped road without

ruts, ridges,

corrugations or

raised shoulders.

1260M Material for Heavy Grading cubic m R 31,200 $ 7.99 $0 R 0

Description: The provision of

natural laterite gravel for use as

pothole and surfacing for laterite

or earth road

Delivered laterite

gravel

1270 Heavy Grading - Special km R 4,295,500 $ 1,100.00 $0 R 0

Description:Minor rehabilitation

of earth or aggregate road to

insure road remains open to

traffic. Work includes grading,

addition of embankment

material, correction of drainage,

shaping, and compaction.

A well graded,

shaped and drained

rehabilitated road

capable of

conveying traffic at

at least 40km/hr.


RN 03 Kandal Page 1

RN 03 Kandal 11.85kmActivity Work

Unit


US $

Planned

Work

Total Cost

US $

Total Cost

Riel

Inspection Criteria








thesite

Cleared and clean

drainage ditches

capable of carrying

away water without

obstruction.

3100 Clean Culvert each R 42,955 $ 11.00 24 $264 R 1,030,920








the site.

Cleared and clean

culverts capable of

carrying away water


3130 Repair Culvert each R 2,069,650 $ 530.00 4 $2,120 R 8,278,600







A repaired culvert

with proper grade


and wing walls

repaired. Finished

grade to conform

with road surface.

3150 Install Pipe Culvert each R 10,738,750 $ 2,750.00 $0 R 0









A new culvert

installed to proper

grade and slope

with head and wing

walls constructed

according to plans.

Finished grade to

conform with road

surface without

depressions or

extreme mounding

3200 Minor Bridge Repair man hour R 31,240 $ 8.00 600 $4,800 R 18,744,000










appurtenances

Evidence of bridge

repairs such as new

decks, handrails,

approaches. Bridge

will be capable of

carrying traffic

without substantial

slowing


Roadsidekm R 46,860 $ 12.00 144 $1,728 R 6,747,840







material

Well cleared and

aesthetically

pleasing roadsides.

All grass cut to

15cm or less. All

non-flowering


than 10cm removed

f d idTotal $24,204 R 94,516,620


RN 03 Kandal Page 2

Enclosure 1 Work Program and Unit Rates for RN 02 Kandal 4.38km



RN 02 Kandal 4.38kmActivity Work Unit Unit Rate Riel Unit Rate

US $

Planned

Work

Total Cost

US $

Total Cost

Riel

Inspection Criteria













k t hi

A well constructed

patch of the same

material as and flush

with the surface and

with square and

vertical sides to the

patch

1200 Grade Shoulders km R 246,015 $ 63.00 9 $567 R 2,214,135



shoulders to eliminate edge ruts,


shoulders

Well graded

shoulders free from

ruts, ridges,


flush with road








Well graded

shoulders free from

ruts, ridges,


flush with road

surface













A well graded and

shaped road without

ruts, ridges,

corrugations or

raised shoulders.





or earth road

Delivered laterite

gravel









A well graded,

shaped and drained

rehabilitated road

capable of


at least 40km/hr.


RN 02 Kandal Page 1

RN 02 Kandal 4.38kmActivity Work Unit Unit Rate Riel Unit Rate

US $

Planned

Work

Total Cost

US $

Total Cost

Riel

Inspection Criteria








thesite

Cleared and clean

drainage ditches

capable of carrying

away water without

obstruction.

3100 Clean Culvert each R 42,955 $ 11.00 5 $55 R 214,775


clearing of drainage structures to

ensure the proper drainage of

water through and away from the

road structure using hand tools.



the site

Cleared and clean

culverts capable of

carrying away water


3130 Repair Culvert each R 2,069,650 $ 530.00 1 $530 R 2,069,650







A repaired culvert

with proper grade


and wing walls

repaired. Finished

grade to conform

with road surface.

3150 Install Pipe Culvert each R 10,738,750 $ 2,750.00 1 $2,750 R 10,738,750

Description: The installation of a

new pipe culvert. Includes the







A new culvert

installed to proper

grade and slope with

head and wing walls

constructed

according to plans.

Finished grade to

conform with road

surface without

depressions or

extreme mounding











appurtenances

Evidence of bridge

repairs such as new

decks, handrails,

approaches. Bridge

will be capable of

carrying traffic

without substantial

slowing


Roadsidekm R 46,860 $ 12.00 53 $631 R 2,462,962







material

Well cleared and

aesthetically

pleasing roadsides.

All grass cut to 15cm

or less. All non-

flowering shrubs or

trees less than 10cm

removed from

d idTotal $22,193 R 86,662,572


RN 02 Kandal Page 2

Enclosure 1 Work Program and Unit Rates for RN 21Kandal 7.1km



RN 21Kandal 7.1kmActivity Work

Unit


US $

Planned

Work

Total Cost

US $

Total Cost

Riel

Inspection Criteria













crack patching.

A well constructed

patch of the same

material as and

flush with the

surface and with

square and vertical

sides to the patch

1200 Grade Shoulders km R 246,015 $ 63.00 14.00 $882 R 3,444,210





high shoulders

Well graded

shoulders free from

ruts, ridges,


flush with road








Well graded

shoulders free from

ruts, ridges,


flush with road

surface













A well graded and

shaped road without

ruts, ridges,

corrugations or

raised shoulders.





or earth road

Delivered laterite

gravel









A well graded,

shaped and drained

rehabilitated road

capable of


at least 40km/hr.

RN 21 Page 1

RN 21Kandal 7.1kmActivity Work

Unit


US $

Planned

Work

Total Cost

US $

Total Cost

Riel

Inspection Criteria

2100 Clean and Cut Ditches lm R 390.50 $ 0.10 3,500 $350 R 1,366,750








thesite

Cleared and clean

drainage ditches

capable of carrying

away water without

obstruction.

3100 Clean Culvert each R 42,955 $ 11.00 $0 R 0








the site

Cleared and clean

culverts capable of

carrying away water


3130 Repair Culvert each R 2,069,650 $ 530.00 1 $530 R 2,069,650







A repaired culvert

with proper grade


and wing walls

repaired. Finished

grade to conform

with road surface.

3150 Install Pipe Culvert each R 10,738,750 $ 2,750.00 1 $2,750 R 10,738,750









A new culvert

installed to proper

grade and slope

with head and wing

walls constructed

according to plans.

Finished grade to

conform with road

surface without

depressions or

extreme mounding











appurtenances.

Evidence of bridge

repairs such as new

decks, handrails,

approaches. Bridge

will be capable of

carrying traffic

without substantial

slowing


Roadsidekm R 62,480 $ 12.00 84 $1,344 R 5,248,320







material

Well cleared and

aesthetically

pleasing roadsides.

All grass cut to

15cm or less. All

non-flowering


than 10cm removed

from roadside

Total $17,911 R 69,942,455

RN 21 Page 2

Progress and Activities,

Variation Orders,

Tripartite Meetings

Appendix

K

Cambodia: Strengthening Road Maintenance Planning and Management Capabilities Final Report Appendix K

Appendix K Page 1


PROGRESS AND ACTIVITIES STAGE 3 1

INCEPTION TRIPARTITE MEETINGS 2

INTERIM REPORT TRIPARTITE MEETING 3

DRAFT FINAL REPORT TRIPARTITE MEETING 4

VARIATION ORDERS 4

VARIATION ORDER # 1 4

VARIATION ORDER # 2 4

PPPRRROOOGGGRRREEESSSSSS AAANNNDDD AAACCCTTTIIIVVVIIITTTIIIEEESSS SSSTTTAAAGGGEEE 333

The Team’s major activities during Stage 3 covered:

• Participation in the Interim Report Tripartite Meetings;

• Organization and completion of the second Workshop on “Development of

National Road Maintenance” financed by ADB and held on 26th of March

2002;

• Commencement and completion of Stage 3 of the Work Program;

• Introduction of the maintenance management system (MMS) using “Non-

Project Assistance Funds of Japan” on designated roads in fourteen

provinces;

• Completion of the proposed Annual Road and Bridge Maintenance Program

for Kampot and Kampong Cham Provinces;

• Completion of the expansion of road condition survey to Kampong Cham and

Kampot Provinces;

• Assessment of the institutional and financial issues, constraints and related

strategies for the road transport sector in close collaboration with Transport

Sector Strategy Study (TSS) consultants;

• Formulation of the national road maintenance and rehabilitation strategy;

• Briefing of the Direction General and his staff on the findings and strategic

recommendations derived from the results at Kampong Cham and Kampot

Provinces;


Appendix K Page 2

• Organization of the third Workshop III – National Road Maintenance

Management - in collaboration with MPWT management and TSS

consultants to be held on 27 June 2002 in Phnom Penh;

• Preparation and development of a Model Maintenance Contract for execution

of routine maintenance by the PPWD workforce and local contractors.

Training in contract management was included.

IIINNNCCCEEEPPPTTTIIIOOONNN TTTRRRIIIPPPAAARRRTTTIIITTTEEE MMMEEEEEETTTIIINNNGGGSSS

A Mission from the Asian Development Bank (ADB) visited Cambodia from 10 to 18

December 2001 to hold tripartite meetings for the inception of the technical assistance

(TA 3257: Strengthening the Maintenance Planning and Management Capabilities at

MPWT). The Mission met with the MPWT, the Consultant and Resident Representative.

The overall objective of TA 3257 CAM is to strengthen the capabilities of MPWT to plan,

manage, and implement road maintenance. ADB contracted with the Consultants to

conduct the TA on 23 October 2001. The commencement date for the consultants’

fieldwork was not later than 5 November 2001 and the fieldwork is to be completed by 4

July 2002. The team leader of the consultants was fielded on 5 November 2001 as

scheduled as well as the maintenance specialist. The consultants submitted an

inception report on 4 December 2001, which was discussed during the Mission.

The Mission discussed with the Executing Agency (EA) and the consultants major

findings addressed in the inception report. Specific comments on the inception will be

addressed in the interim report in accordance with the comments provided in ADB

Memorandum of Understanding, 10-18 December 2001. The mission also discussed

the implementation arrangements of the TA and the need to schedule an additional

seminar, the 3rd seminar to be held after the draft report is submitted. The agenda for

the 3rd Seminar will be discussed at the interim tripartite meeting.

The Mission, the EA, and consultants discussed and agreed on the following schedule

for the implementation of the TA:

27 December 2002 1st Seminar/Workshop on Maintenance Goals/Objectives

4 March 2002 Submission of Interim Report (Draft)

12-13 March 2002 2nd Seminar, Tripartite Meeting

29 March Submission of Interim Report


Appendix K Page 3

31 May Submission of Draft Final Report

11-12 June 3rd Seminar, Tripartite Meeting

19 June Deadline of receiving comments on Draft Final Report

4 July Submission of Final Report

IIINNNTTTEEERRRIIIMMM RRREEEPPPOOORRRTTT TTTRRRIIIPPPAAARRRTTTIIITTTEEE MMMEEEEEETTTIIINNNGGG

The Interim Tripartite Meeting was held on the 27th March 2002 to cover progress to-

date and the findings of TA 3257-CAM. The meeting followed the TA’s 2nd Workshop on

National Road Maintenance Management held on the 26th March 2002. Mr. Yasushi

Tanaka, the Mission Leader and Project Engineer, for the ADB headed the Interim

Tripartite Meeting. The people in attendance included: Director General, Mr. Chhin

Kong Hean, Director, Department General of Public Works, Mr. Pheng Sovicheano,

Director of PIU-2, Mr. Gerald Scott. Team Leader and Mr. Tim Collett, Road Engineer of

TA 3257 CAM, Mr. Bill Griffiths, Team Leader of TA 3651 CAM with his team of experts:

Allen Williams, Governance Specialist and Jean-Francois Gautrin, Transport Economist.

Mr. Tanaka raised a question related to the Workshop on National Road Maintenance

Management asking if the Provincial Public Works Department staff understood the

maintenance management principles and techniques exposed at the workshop. The

Team Leader answered that the PPWD staff coming from Kandal Province, have a basic

understanding of the principles presented because of their on-site training. Most of the

PPWD staff present also attended the 1st Workshop but have not applied these

principles or the MMS and will need on-hand experience before they are able to handle

the basics the system.

Mr. Tanaka and the Consultants discussed with the Director General the proposed

agenda and date for the 3rd Workshop on National Road Maintenance Management.

This agenda is shown in Appendix A of this report.

ADB Resident Mission, Mr. Nida Ouk, Program Officer had asked during the workshop, if

TA 3257 CAM would be using HDM-4 in the proposed MMS. The Team Leader

reiterated that this project involves short-term program development on tactical time

scale. The objectives and intervention levels proposed by the Consultants (TA 3257

CAM) provide the detailed operational targets for Provincial PPWDs Maintenance Work

Programs. The Consultants will produce a 3-year National Road Maintenance Program

as described by the TOR.


Appendix K Page 4

Mr. Tanaka expressed that there is a need to define the term maintenance so as to

clarify the roles of the TA projects. There is also a need to define the difference between

tactical (3-year Maintenance Program) and strategic (Road Maintenance Master Plan)

i.e. is operational budget versus capital investment budget scenarios.

The overall progress of the project, till the middle of June 2002 is considered to be on-

track and will be completed as specified on 4th of July 2002.

DDDRRRAAAFFFTTT FFFIIINNNAAALLL RRREEEPPPOOORRRTTT TTTRRRIIIPPPAAARRRTTTIIITTTEEE MMMEEEEEETTTIIINNNGGG

The Draft Final Report Tripartite Meeting was scheduled for 28th June 2002 but had to

be cancelled because of scheduling difficulties of the ADB participants. As the final day

of the TA is on the 4th of July 2002 this meeting will done via e-mail.

VVVAAARRRIIIAAATTTIIIOOONNN OOORRRDDDEEERRRSSS

VVAARRIIAATTIIOONN OORRDDEERR ## 11

The consultants submitted Variation Order # 01 to ADB Infrastructure Division on 5

January 2002. The variation order included the purchase of specific software and

equipment related to road condition survey works as well as a specialized laser color

printer and photocopy machine for preparation of reports and manuals. The variation

order was approved on 17 January 2002. There was no contract cost change involved.

VVAARRIIAATTIIOONN OORRDDEERR ## 22

The Terms of Reference for the TA called for the development of Maintenance Planning

and Management Capability at the Ministry of Public Works and Transport. In

accordance with Wilbur Smith Associates’ Proposal, development of a Maintenance

Management and Planning Capability has commenced with a pilot province in a ‘bottom-

up’ approach to developing a maintenance program for the entire country. During the

time of this TA the provincial program would be fully developed and estimates of the

maintenance requirements for the entire country would be developed through

extrapolation of the data developed in the pilot province.

To demonstrate more fully the efficacy of the Maintenance Management System, the

ADB and the World Bank agreed that it would be desirable to implement the

programming and planning approach in two additional provinces. This approach would

demonstrate how the principles of Maintenance Management are effective in differing


Appendix K Page 5

climatic, topographic and demographic areas of the country. Extending the Maintenance

Management System into other provinces where on-going projects funded by various

donors are underway could further demonstrate how project management and

maintenance management could successfully interface. It was also thought that

successful implementation of the Maintenance Management System in an increased

number of provinces would demonstrate how the maintenance requirements, work

programs and work accomplishment could be monitored at the level of the Ministry of

Public Works and Transport to provide necessary management control. This

management control information could provide the management framework needed by

the Ministry of Economy and Finance (MEF) to activate effectively the new Road Fund

procedures.

Introduction of the Maintenance Management Program in five provinces could develop

the critical mass required to generate the impetus to export the system to all provinces.

However, evaluation of the requisite inputs to accomplish this has revealed that the

remaining unused funding available to the project would be insufficient to support the

proposed additional services being extended to cover the four further provinces.

Accordingly, it is proposed that such additional services be restricted to two additional

provinces, Kampot and Kampong Cham.

Whilst further inputs of road maintenance expertise will be provided by the Team Leader

/ Road Maintenance Specialist without additional time input, essentially, extending the

pilot to two additional provinces would require additional services only on the part of the

Road Engineer.

Services to be undertaken are:

• Develop road and bridge inventories and condition assessment information in

each province. This will require the participation of the Road Engineer in the field,

coordinating the efforts of multiple inventories and condition inspection teams,

documenting the condition of approximately 1000 km of National roads in the two

additional widely geographically dispersed provinces. This effort will require

coordination with the Public Works Department (PPWD) in each province to

develop at a minimum:

: an appropriate PPWD organization in each province;

: an inventory of roads, bridge and drainage structures under their

jurisdiction;


Appendix K Page 6

: a description of the condition of roads, bridge and drainage structures

under their jurisdiction;

: an inventory and condition assessment of construction equipment in the

province;

: a list and assessment of contractors who are available to work in the

province;

: the location of known mine fields and unexploded ordinance;

: a description and drawings of recently completed, ongoing and future

projects;

: practicable operation and maintenance procedures;

: effective funding procedures for construction and maintenance

organization; and

: maps and drawings of roads under PPWD.

• Develop annual work programs and budgets for the two additional provinces.

This effort requires the:

: identification of work activities for each province;

: development of quantity standards for the activities in each province; and

: development of performance standards for activities in each province.

• This will be somewhat simplified by the development of the Maintenance

Management System in Kandal Province.

• Obtain partial road and bridge inventory and condition assessment on the Main

National Roads and the Other National Roads in order to develop a rational

estimate of the maintenance requirements for the whole country. This involves

the condition assessment by two teams using a GPS device for tracking travel

speed and estimating the roughness (IRI) over 1000 km of road.

• Conduct a much larger training effort than is currently envisaged. This will entail

more formal workshop training for planning personnel who will be maintaining the

system, and developing and inputting maintenance planning data. Increased

training will also have to be conducted for the foremen and contract inspectors in

how to document work being accomplished.

• Present and discuss initial work programs and budgets with the Directors of the

PPWD’s and get approval of these programs. In addition to the development of a

format for conducting the discussions with the PPWD’s, a considerable increase

in interpretation and translation services will be required.

Stage 1 Tasks

Inception Report

Appendix

L

Cambodia: Strengthening Road Maintenance Planning and Management Capabilities Final Report Appendix L

Appendix Page L 1

TTTaaabbbllleee ooofff CCCooonnnttteeennntttsss AAAppppppeeennndddiiixxx LLL

Inception Report Stage 1.............................................................................................................. 2

Task 1-0 Mobilization........................................................................................................... 2

Task 1-1 Review National Road Traffic Data & Transport Regulations............................... 3

Task 1-2 Inspect the National Road System ....................................................................... 3

Task 1-3 Inspect National Road Bridges ............................................................................. 3

Task 1-4 Interview Maintenance Personnel and Officials.................................................... 3

Task 1-5 Examine Existing Maintenance Organization ....................................................... 4

Task 1-6 Interview Maintenance Contractors ...................................................................... 4

Task 1-7 Examine the amount and condition of road plant & equipment ............................ 4

Task 1-8 Produce the Inception Report ............................................................................... 4

Task 1-9 Investigate Other Countries’ Maintenance Management Systems....................... 4


Appendix Page L 2

IIINNNCCCEEEPPPTTTIIIOOONNN RRREEEPPPOOORRRTTT SSSTTTAAAGGGEEE 111 The Consultant completed their assessment of Kandal Province maintenance activities

which developed an understanding of the road maintenance requirements, current

maintenance practices, and existing maintenance deficiencies of the National Road

System. The Consultant has completed the nine tasks at the test site prescribed as a

part of the Inception Stage:

1-1 Review National Road Traffic Data and Transport Regulations

1-2 Inspect the National Road System

1-3 Inspect National Road Bridges

1-4 Interview Maintenance Personnel and Officials

1-5 Examine Existing Maintenance Organization

1-6 Interview Maintenance Contractors

1-7 Examine the amount and condition of road plant and equipment

1-8 Draft the inception Report

1-9 Investigate Other Countries’ Maintenance Management Systems

The overall purpose of Stage 1 was to undertake the review of current administrative

and funding systems for road maintenance and to begin the process of advising MPWT

on potential institutional alternatives for planning and managing road maintenance, given

the likely level of available resources and the value of road assets.

TTTAAASSSKKK 111---000 MMMOOOBBBIIILLLIIIZZZAAATTTIIIOOONNN

The consultants mobilized during the period 05-18 November 2001 in Phnom Penh.

Temporary office space in the conference room next to the Director General’s office was

provided until other office space could be renovated. The Consultant moved into the

renovated office space on 14 November. Procurement of computers, and other office

equipment was accomplished during the period 06-10 November and the interviews for

counterpart engineers, translators and secretary was begun. While these efforts were

ongoing, the Team began collecting documents and interviewed other consultants

engaged in transport sector projects. The Consultant, with counterpart personnel, was

fully operational on 19 November.


Appendix Page L 3

TTTAAASSSKKK 111---111 RRREEEVVVIIIEEEWWW NNNAAATTTIIIOOONNNAAALLL RRROOOAAADDD TTTRRRAAAFFFFFFIIICCC DDDAAATTTAAA &&&

TTTRRRAAANNNSSSPPPOOORRRTTT RRREEEGGGUUULLLAAATTTIIIOOONNNSSS

The review of the National Road traffic data and transport regulations is complete as of

31 December 2001. The findings and conclusions will be included in the Interim Report.

TTTAAASSSKKK 111---222 IIINNNSSSPPPEEECCCTTT TTTHHHEEE NNNAAATTTIIIOOONNNAAALLL RRROOOAAADDD SSSYYYSSSTTTEEEMMM

The initial inspection of the National Road network is complete at the pilot site. This

inspection concentrated on the roads in Kandal Province and will be extended to other

provinces in Stage II Task 2-4. The initial results have been presented in the Inception

Report.

TTTAAASSSKKK 111---333 IIINNNSSSPPPEEECCCTTT NNNAAATTTIIIOOONNNAAALLL RRROOOAAADDD BBBRRRIIIDDDGGGEEESSS

The initial inspection of the National Road bridges is complete at the pilot site. This

inspection concentrated on the bridges in Kandal Province and will be extended to other

provinces in Stage II Task 2-4. The results were be presented in the Interim Report.

TTTAAASSSKKK 111---444 IIINNNTTTEEERRRVVVIIIEEEWWW MMMAAAIIINNNTTTEEENNNAAANNNCCCEEE PPPEEERRRSSSOOONNNNNNEEELLL AAANNNDDD

OOOFFFFFFIIICCCIIIAAALLLSSS

In discussions with the Director General, it was decided on 15 November to focus

attention initially on the development of the maintenance management system in one

province; Kandal Province. Kandal is near Phnom Penh, has a wide selection of

national roads and bridges, and has a good selection of different types of roads and

bridges with all of the attendant maintenance problems.

The first interviews with Kandal Province Public Works Department (PPWD) were

conducted on 20 November to gain an appreciation of the organizational structure,

operational procedures and operational difficulties and concerns. That afternoon the

Consultant began the inspection of the roads, training the counterpart engineers in

inspection procedures and documentation of road and bridge condition. Inspection and

documentation of road and bridge conditions continues in Kandal Province.

The Kandal PPWD is very cooperative and has provided engineers to accompany the

Team’s engineers in the road inspection process. They have also provided personnel to

assist the Team in gathering information on organization, funding, planning, engineering

and operations.


Appendix Page L 4

TTTAAASSSKKK 111---555 EEEXXXAAAMMMIIINNNEEE EEEXXXIIISSSTTTIIINNNGGG MMMAAAIIINNNTTTEEENNNAAANNNCCCEEE OOORRRGGGAAANNNIIIZZZAAATTTIIIOOONNN

Along with the interviewing done in Task 1-4 the maintenance organization of the

Ministry and the Provinces was studied.

TTTAAASSSKKK 111---666 IIINNNTTTEEERRRVVVIIIEEEWWW MMMAAAIIINNNTTTEEENNNAAANNNCCCEEE CCCOOONNNTTTRRRAAACCCTTTOOORRRSSS

The three MPWT Counterpart Engineers have completed the interviews of the possible

maintenance contractors in Phnom Penh and surrounding provinces. The results of

these interviews are presented in Appendix C of this report.

TTTAAASSSKKK 111---777 EEEXXXAAAMMMIIINNNEEE TTTHHHEEE AAAMMMOOOUUUNNNTTT AAANNNDDD CCCOOONNNDDDIIITTTIIIOOONNN OOOFFF RRROOOAAADDD

PPPLLLAAANNNTTT &&& EEEQQQUUUIIIPPPMMMEEENNNTTT

The road plant and equipment of Kandal Province was examined and condition

accessed. The road plant and equipment of possible maintenance contractors was also

examined.

TTTAAASSSKKK 111---888 PPPRRROOODDDUUUCCCEEE TTTHHHEEE IIINNNCCCEEEPPPTTTIIIOOONNN RRREEEPPPOOORRRTTT

The Inception Report was submitted 3 December 2001.

TTTAAASSSKKK 111---999 IIINNNVVVEEESSSTTTIIIGGGAAATTTEEE OOOTTTHHHEEERRR CCCOOOUUUNNNTTTRRRIIIEEESSS’’’ MMMAAAIIINNNTTTEEENNNAAANNNCCCEEE

MMMAAANNNAAAGGGEEEMMMEEENNNTTT SSSYYYSSSTTTEEEMMMSSS

The International Key Staff members have experience of maintenance management

system in over twenty developed and developing countries around the world. The best of

each system was incorporated into the recommended system for Cambodia.

Stage 2 Tasks

Interim Report

A

ppendix

M

Cambodia: Strengthening Road Maintenance Planning and Management Capabilities Final Report Appendix M

Appendix Page M 1


STAGE 2 TASKS (INTERIM REPORT)

TASK 2-1: CONDUCT MAINTENANCE VISION / GOAL SEMINAR WORKSHOP 4

THE OVERVIEW AND DESCRIPTION OF THE PROJECT 5

DEMONSTRATION OF THE ROAD CONDITION SURVEY BY TRAVEL SPEED 6

DISCUSSION OF MAINTENANCE GOALS AND OBJECTIVES 6

AN OVERVIEW OF THE MAINTENANCE MANAGEMENT SYSTEM (MMS) 7

FIRST WORKSHOP SUMMARY AND CONCLUSIONS 9

TASK 2-2: RECOMMEND MAINTENANCE OBJECTIVES 10

INTRODUCTION 11

PURPOSE 11

GOAL 12

OBJECTIVES 12

POLICY 12

PRINCIPLES 13

TASK 2-3: IDENTIFY AND DESCRIBE SIGNIFICANT MAINTENANCE ACTIVITIES 13

GENERAL 13

ACTIVITY: 14

KANDAL PROVINCE MAINTENANCE ACTIVITIES 16

TASK 2-4: CONDUCT CONDITION INVENTORY AND CONDITION SURVEY 20

TASK 2-5: RECOMMEND QUANTITY STANDARDS 35

GENERAL 35

DESIRED AND PLANNED QUANTITY STANDARDS: 35

INFORMATION SOURCES & METHODS OF ESTABLISHING QUANTITY STANDARDS: 36

PROCEDURE FOR ESTABLISHING QUANTITY STANDARDS: 38

QUANTITY STANDARDS FOR KANDAL PROVINCE 38

TASK 2-6: PREPARE PERFORMANCE STANDARDS 42

ACTIVITY SUMMARY SHEETS 42

TASK 2-7: COLLECT ECONOMIC COSTS 44

TASK 2-8: DEVELOP AND RECOMMENDED REVISIONS TO AXLE-LOAD REGULATIONS 47

TASK 2-9: DEVELOP ANNUAL AND MULTI-YEAR WORK PROGRAMS AND BUDGETS 48

GENERAL 48

TASK 2-10: PRIORITIZE PERIODIC MAINTENANCE PROJECTS 51

CONTRACTING MAINTENANCE WORK 52

TASK 2-11: DEVELOP SUGGESTED MAINTENANCE ORGANIZATION 55

GENERAL 55

STAFFING 56

MAINTENANCE MANAGEMENT TRAINING 60

TASK 2-12: REVENUE GENERATION STRATEGY 61

FINANCING ROADS MAINTENANCE 61


Appendix Page M 2

TASK 2-13: DEVELOP ORGANIZATION AND OPERATIONAL TRANSITION PLAN 63

IMPLEMENTATION OF MAINTENANCE MANAGEMENT IN ALL PROVINCES 63

TRANSITION PLAN 64

MANAGING CHANGE 64

A BLUE PRINT FOR TRANSITION 65

TASK 2-14: STUDY AND RECOMMEND NATIONAL HIGHWAY INFORMATION SYSTEM 66

INFORMATION COMMUNICATION AND MONITORING OF THE ROAD NETWORK 66

TASK 2-15 INTERIM REPORT AND WORKSHOP II 67

TTTaaabbbllleee ooofff FFFiiiggguuurrreeesss

FIGURE M 1: MANAGEMENT CYCLE 8

FIGURE M 2: STANDARD APPROACH TO MANAGING MAINTENANCE 8

FIGURE M 3: TRAVEL SPEED COLOUR SPECTRUM AND CONDITION 20

FIGURE M 4: SAMPLE CONDITION OF NATIONAL ROAD 5 (NR5) 21

FIGURE M 5: GOOD CONDITION NR 5 PK 37+025 22

FIGURE M 6: FAIR CONDITION NR 5 PK 20+091 22

FIGURE M 7: ROAD POOR CONDITION NR 5 PK 27+938 23

FIGURE M 8: ROAD IN BAD CONDITION NR 5 PK 26+080 23

FIGURE M 9: RESEALING MAINTENANCE REPAIR WORK PROCEEDING ON NR 1 24

FIGURE M 10: NR 2 PK 24+350, THE SURFACE IS COMPLETELY BROKEN 24

FIGURE M 11: KANDAL ROAD CONDITION MAP. 25

FIGURE M 12: NR 3 AT PK 32+050, PLEASE NOTE HEAVY CRACKS 26

FIGURE M 13: NR 4 AT PK 26+326 SHOWING GENERALLY GOOD CONDITION 26

FIGURE M 14: NR 6A EXISTING BRIDGE AT PK 39+921 BEING DEMOLISHED 27

FIGURE M 15: NR 21A, BRIDGE AT PK 48+037 WOODEN DECK BROKEN 28

FIGURE M 16: NR 21A NO BRIDGE AT PK 77+268 28

FIGURE M 17: NR 21B POOR CONDITION OF THE ROAD AT PK 21+000 29

FIGURE M 18: NR 42 AT PK 04+000 IS A REHABILITATED LATERITE ROAD 29

FIGURE M 19: RP 104 AT PK 05+000 WHERE THERE FLOOD WASHOUTS. 30

FIGURE M 20: RP 105 AT PK 01+900, TYPICAL ROAD CONDITION 30

FIGURE M 21: RP 130 AT PK 04+920, BRIDGE DECK REQUIRES WORK. 31

FIGURE M 22: CONDITION CHART FOR ALL NATIONAL ROADS IN KANDAL PROVINCE 32

FIGURE M 23: CHART OF ESA VERSES AXLE LOAD 47

FIGURE M 24: WORK LOAD DISTRIBUTION 53

FIGURE M 25: ORGANIZATION OF PPWD KANDAL PROVINCE 57

FIGURE M 26: SUGGESTED MANAGEMENT OF ROAD AND BRIDGE MAINTENANCE 58


Appendix Page M 3

TTTaaabbbllleee ooofff TTTaaabbbllleeesss

TABLE M 1: CONDITION OF KANDAL NATIONAL BY KILOMETER 31

TABLE M 2: CONDITION OF KANDAL NATIONAL ROADS BY PERCENTAGE 32

TABLE M 3: DRAINAGE STRUCTURES IN KANDAL PROVINCE 33

TABLE M 4: ESTIMATED VALUE OF TYPICAL ROADS 33

TABLE M 5: ESTIMATED VALUE OF NEW DRAINAGE STRUCTURES 34

TABLE M 6: ESTIMATED ASSET VALUE OF THE NATIONAL ROADS IN KANDAL 34

TABLE M 7: ACTIVITY DETAIL REPORT. 44

TABLE M 8: LABOR RATES 45

TABLE M 9: EQUIPMENT RATES 45

TABLE M 10: MATERIAL UNIT COSTS 46

TABLE M 11: EXAMPLE OF OVERLOAD PENALTIES 48

TABLE M 12: KANDAL WORK PROGRAM AND BUDGET 49

TABLE M 13: PERIODIC MAINTENANCE ACTIVITIES 51

TABLE M 14: PRIORITIZED MAINTENANCE ACTIVITIES IN KANDAL PROVINCE 51

TABLE M 15: CONTRACT TYPES SUITABLE FOR ACTIVITIES 54

TABLE M 16: DIVISION OF WORK BY FORCE ACCOUNT AND CONTRACT BY ACTIVITY 54

TABLE M 17: RECOMMENDED CONTRACTS BY TYPE 55

TABLE M 18: POSSIBLE REVENUE GENERATION 63


Appendix Page M 4

SSSTTTAAAGGGEEE 222 TTTAAASSSKKKSSS (((IIINNNTTTEEERRRIIIMMM RRREEEPPPOOORRRTTT))) The basis for an annual and multi-year maintenance program incorporating routine,

periodic and rehabilitative maintenance is being developed. Those planning tasks

leading to the formation of work programs and budgets have been accomplished initially

for Kandal Province in order to demonstrate the maintenance management approach.

Using the methodology extension of maintenance, resource, and funding requirements

for other provinces can be done quickly and accurately as inventory and condition data

is collected. In fact, this ability to quickly develop a revised maintenance program based

on a revised inventory is a major strength of the system to be used in the analysis of

maintenance requirements.

The methodology employed in the Interim Report Stage 2 consisted of the following

fourteen tasks:

2-1 Conduct Maintenance Vision/Goal Seminar

2-2 Recommend Maintenance Objectives

2-3 Identify and Describe Significant Maintenance Activities

2-4 Conduct Inventory and Condition Survey

2-5 Recommend Quantity Standards

2-6 Prepare Performance Standards

2-7 Collect Economic Costs of Maintenance Labor, Equipment, Materials and Contracts

2-8 Develop Recommended Revisions to Axle-Load Regulations

2-9 Develop Annual and Multi-Year Work Programs and Budgets

2-10 Prioritize Periodic Maintenance Projects

2-11 Develop Suggested Maintenance Organization at National Provincial Level

2-12 Develop Revenue Generation Strategy

2-13 Develop Organization / Operational Transition Plan

2-14 Study and Recommend a National Highway Information Data Base

TTTAAASSSKKK 222---111::: CCCOOONNNDDDUUUCCCTTT MMMAAAIIINNNTTTEEENNNAAANNNCCCEEE VVVIIISSSIIIOOONNN /// GGGOOOAAALLL SSSEEEMMMIIINNNAAARRR

WWWOOORRRKKKSSSHHHOOOPPP This workshop is Task 2-1: Conduct Maintenance Vision / Goal Seminar of Stage 2 of

ADB TA No. 3257 – CAM, Strengthening the Maintenance Planning and Management

Capabilities at the Ministry of Public Works and Transport.


Appendix Page M 5

As part of the management by objectives approach to road maintenance, it is important

to define early in the process a maintenance goal or vision of what the organization

wants to attain within the next 5 years. The Goal focuses the attention of managers so

that quantifiable realistic objectives can be developed that if accomplished will lead to

the attainment of Goal. The Consultant Team cannot develop this goal without the

constructive input from the maintenance professionals in the MPWT; therefore, a

workshop was conducted with the MPWT to instruct the participants on how to develop a

maintenance goal and then to solicit through their participation in work groups their ideas

as to what a national maintenance goal should contain.

In addition, this was an opportunity to present to a broad cross section of the road

maintenance professionals the overall structure and scope of the project and to bring

them up to date on the progress so far. This also presented an opportunity to present

demonstrations of some of the interesting and effective tools being used in the project

such as the GPS (Geographic Positioning System) generated maps showing preliminary

road conditions as a function of safe comfortable driving speed and the computerized

maintenance management software system being used to develop the maintenance

management system in Kandal Province.

This workshop helped to foster better communication between the participants and the

Consultant Team plus provided an excellent opportunity for the Director of Road

Infrastructure and the Director General to discuss the importance of a well managed

road maintenance program with the participants from the provincial road departments.

The Workshop was conducted in Khmer and English using 2 PowerPoint projectors

simultaneously. The simultaneous translation process slowed the presentation

somewhat but still the overall flow was preserved and excellent communication was

established between the presenters and the participants.

TTHHEE OOVVEERRVVIIEEWW AANNDD DDEESSCCRRIIPPTTIIOONN OOFF TTHHEE PPRROOJJEECCTT After an introduction and welcome by the Director General H.E. Chhin Kong Hean, Mr.

Gerald Scott, Team Leader of the WSA Consultant Team presented an overview and the

objectives of the Strengthening Maintenance Planning and Management at the Ministry

of Public Works Project. Mr. Scott discussed the objectives of the project and the

workshop. He outlined the project schedule and presented the organization of the

Consultant’s team to the participants. The overall ADB Country strategy was discussed

and how this project related to that strategy. Mr. Scott presented the team’s initial


Appendix Page M 6

findings as contained in the project inception report concentrating on the results of the

Kandal road inventory and condition assessment.

DDEEMMOONNSSTTRRAATTIIOONN OOFF TTHHEE RROOAADD CCOONNDDIITTIIOONN SSUURRVVEEYY BBYY TTRRAAVVEELL

SSPPEEEEDD Mr. Tim Collett, Team Road Engineer, provided a demonstration of a novel and

inexpensive technique to determine initial road conditions through measurement of

comfortable travel speeds. Using existing available maps of Cambodia, an inexpensive

GPS, and easily procured mapping software, Mr. Collett trained Cambodian engineers in

how to conduct a condition survey based on travel speed. The product of this condition

survey is a map colored coded for travel speed. It is possible to highlight individual

trouble spots as well as to indicate overall road condition relative to other roads being

surveyed. (See Figure 12 on Page 25 for an example of the map). The audience

enthusiastically received this demonstration and expressed interest in expanding the use

of this technique throughout the country.

DDIISSCCUUSSSSIIOONN OOFF MMAAIINNTTEENNAANNCCEE GGOOAALLSS AANNDD OOBBJJEECCTTIIVVEESS Mr. Jan Coester, Team Maintenance Specialist, led a discussion of Maintenance Goals

and Objectives. It is the purpose of the project to develop a system to manage and plan

maintenance operations efficiently and effectively. The approach the Consultant is

taking is to use the basic principle of management by objective. This approach begins

by the development of an overall goal (or vision or mission statement) so that everybody

understands the foundation and the purpose of all future actions. Mr. Coester used the

analogy of taking a trip where the first thing that must be decided is where you want to

go. Once you decide where you want to go then you can decide how you want to get to

your destination. During the workshop it was emphasized that while the Consultant can

advise on what should be considered in developing the goal, ultimately it is the

responsibility of MPWT to decide on what the maintenance goal should be.

So, what the goal might contain and how to go about developing a goal was discussed

with the participants. To assist the participants with their thinking, the vision of the

Minister of Public Works and Transport was presented along with the transport related

national development goals, objectives and policy. It was also emphasized that the goal

should be short so that all personnel could remember the goal and thus when

formulating objectives, tasks, or projects; focus would remain on the goal.

After the concept of developing a maintenance goal was discussed the participants were

divided into 4 groups and instructed to develop a recommended national maintenance


Appendix Page M 7

goal. After the 4 maintenance goals were developed then the combined groups would

discuss them. The groups were given one and a half hours to formulate their goals.

During the lunch break, the individual submissions by each group were converted to

slides for discussion. After lunch, each group presented their ideas on what a

maintenance goal for the nation should contain. It was pointed out in the subsequent

discussion that all the groups tended to present ideas that would better be contained in

individual objectives. What did come out of the discussion, however, was a sense that

the participants felt that the roads needed to be developed and maintained for the

people – not some intangible economic benefit but the very real purpose of providing

better access and services for the citizens of Cambodia.

The Consultants complimented the participants on this humanistic approach and

assured them that their concerns would be included in the draft maintenance goal

submitted to the Director General for approval. The enthusiasm and hard work shown

by all participants was most encouraging and boded well for the successful

implementation of a maintenance management system.

Development of Maintenance Objectives was briefly discussed. It was pointed out that

the objectives:

• Must contribute to the attainment of the goal

• Must be quantifiable so that progress or performance can be measured

• Should be expressed for the medium term of 2 – 5 years

Sample objectives were presented and the participants were informed that once the goal

was defined they would be asked to submit suggested maintenance objectives.

AANN OOVVEERRVVIIEEWW OOFF TTHHEE MMAAIINNTTEENNAANNCCEE MMAANNAAGGEEMMEENNTT SSYYSSTTEEMM

((MMMMSS)) Mr. Coester presented an overview of the approach to Maintenance Management that

will be developed in Kandal Province. If the approach is satisfactory and when the

system is fine tuned for Cambodia, the Maintenance Management System (MMS) will be

implemented in the other provinces.

The basic management cycle is as shown below:


Appendix Page M 8

P l a n n i n g

O r g a n i z i n g

D i r e c t i n g

C o n t r o l l i n g

M a n a g e m e n t C y c l e

Figure M 1: Management Cycle

STANDARD APPROACH TO MANAGING MAINTENANCE

Resource Requirements

Resource Requirements Field

PerformanceField

Performance

Workload DistributionWorkload

Distribution

Work Requests Status


Update Planning Values


Work RequestsWork Requests

Evaluation and Management

Action


Action

Work Reporting

Work Reporting

Performance and Cost Report


PLANNING ORGANIZING DIRECTING CONTROLLING

Work Scheduling and

Assignments

Work Scheduling and

Assignments

WorkActivityWork

Activity

Level ofEffort

Level ofEffort

Inventory & Condition

Assessment


Assessment

ResourceData

ResourceData

ActivityGuidelinesActivity

GuidelinesAnnual

Work Program& Budget

AnnualWork Program

& Budget

Work CalendarWork Calendar

Figure M 2: Standard Approach to Managing Maintenance

Planning is the process to develop a work plan and budget that reflects decisions and

objectives for work activities. This process includes the development of several planning

elements that are organized and compiled the work program and budget. These

elements are:

• Organization data

• Activities

• Inventory and Condition Assessment

• Quantity Standards (Level of Service)

• Planning Guidelines

• Resources and Unit Costs

Organizing elements are:

• Workload Distribution


Appendix Page M 9

• Work Calendar

• Resource Requirements

Workload distribution procedures are used to allocate the total annual work program to

the months the work will or should be preformed. The need for staffing to match

seasonal workload variations is readily apparent from this process. A work calendar to

be used for preparing short-term schedules is provided. The monthly requirements for

labour, equipment and materials needed to do the annual work program are identified.

Directing involves identifying and documenting work needs, preparing short-term work

schedules and assigning work to the staff. This involves the use of:

• Work Calendar Status Reports

• Work Requests and Backlog Reports

• Knowledge of the other factors affecting maintenance activities

Controlling consists of monitoring the progress of work performed and the condition of

the road network in comparison to the plan and taking action to direct or redirect future

efforts. Procedures are provided for collecting, evaluation and using work performance

data reported by field personnel.

FFIIRRSSTT WWOORRKKSSHHOOPP SSUUMMMMAARRYY AANNDD CCOONNCCLLUUSSIIOONNSS Wrapping up the Workshop, Director General Chhin Kong Hean and Mr. Scott presented

a summary of the discussions that had been held during the day.

They stressed the importance of developing a common national maintenance goal as

well as developing a set of quantifiable maintenance objectives. The audience was

thanked for their enthusiastic participation in the workshop. Furthermore, the Director

General reiterated that roads are a major community asset and resource, which has

been grossly neglected in the past. MPWT has the duty and resolve to maintain and

restore this resource so that future generations of users including drivers, cyclists and

pedestrians can begin to benefit from the improved road conditions. He stressed the

value of good maintenance can be rediscovered with the emphasis on prevention and

planning. The introduction of maintenance management techniques will be required to

enable priorities and goals to be set and economic benefit to be demonstrated.

Mr. Scott noted that the quality of the contacts established during this Workshop gives

the Consultant confidence in the commitment of the MPWT’s management to resolve the

existing road maintenance dilemma. This Workshop succeeded in involving both


Appendix Page M 10

headquarters and provincial levels of MPWT’s management in the process of

formulating a vision and related objectives needed to introduce a road maintenance

culture.

Both the Director General and Mr. Scott emphasized that training for maintenance has

not received enough attention in the past. Training of provincial engineers and

technicians is an essential part of this Project. There are different training needs for

engineering managers, engineers, technicians, supervisors and operatives. The

management of roads is likely to become more business focused with a strong customer

influence as expressed by the participants.

A similar Workshop/Seminar was held at the conclusion of the Second Stage of this

Project on the 26th of March 2002 to discuss and clarify findings, conclusions and

recommendations resulting from further assessment of maintenance activities at the

provincial pilot-test site – Kandal Province.

TTTAAASSSKKK 222---222::: RRREEECCCOOOMMMMMMEEENNNDDD MMMAAAIIINNNTTTEEENNNAAANNNCCCEEE OOOBBBJJJEEECCCTTTIIIVVVEEESSS Attached are suggested statements of:

• Purpose of Road Maintenance

• Road Maintenance Goal

• Road Maintenance Objectives

• Road Maintenance Policy

These statements were developed as a result of the workshop conducted on 27th

December 2001. They are basic statements necessary to guide and focus the planning

efforts in road maintenance.

For this document the terms are defined as follows.

Purpose: The reason for achieving an end

Goal: The end that is desired to be attained

Objectives: Those quantifiable outcomes of effort that contribute to the

accomplishment of the goal

Policies: Management and execution standard guidelines and directives that

prescribe levels of effort and required performance.

When the final statements are prepared in Khmer, it will be very important that the

translated terms match as nearly as possible the definitions as provided.


Appendix Page M 11

These statements were provided to the Director General on 14 January 2002

IINNTTRROODDUUCCTTIIOONN In order to focus attention on what needs to be done to maintain the road network

properly, it is useful, even necessary, to make sure that it is clearly understood what is

intended to be accomplished through a continual program of road maintenance.

It is understood that a road network is necessary and that even if the government did not

have a system of roads, an informal network would arise to meet the transport needs of

the population. But the government does have a road network and they have accepted

the responsibility for this network by regulating the roads by defining what the roads will

be, where they will go and who is allowed to use them. The government has accepted

the assistance of international donors and banks to construct new roads and to

rehabilitate the existing roads. Implicit in this ownership of the national roads is a

responsibility to maintain the roads in such a way that the desired lines of

communication continue to operate efficiently, effectively and without interruption.

Having accepted that responsibility the government must be able to clearly state the

Purpose of Road Maintenance, express a Road Maintenance Goal; establish

quantifiable and realistic Road Maintenance Objectives; and define Road

Maintenance Policy. Purpose as used here is defined as

It is, however, imperative that the resources required to accomplish the objectives and to

execute the policy must be made available. It is also necessary to have an organization

capable of managing in a businesslike manner a road network with an asset value in

excess of $700 Million, a system of managing maintenance operations and, most

importantly, the commitment to use the resources effectively to preserve the road

network.

PPUURRPPOOSSEE The participants of the first workshop highlighted in their submissions the need to say

why a well-maintained road network is needed and not just what was needed. For this

reason, the Consultant is suggesting this statement of purpose.

The Kingdom of Cambodia must maintain a safe all-weather road network to:

• Preserve and Conserve the value of the National Road Asset

• Insure access to borders and markets for the citizens of Cambodia, promote

inter-country transport, and contribute to the quality of the tourism experience.


Appendix Page M 12

GGOOAALL A safe, durable, and attractive all-weather national road network maintained in a cost

effective manner

OOBBJJEECCTTIIVVEESS 1. Develop and implement within three years, a revenue generation strategy and

budget allocation system that will completely and adequately fund the maintenance

requirements of National Roads

2. Develop within three years a semi-autonomous national road maintenance

organization operated on sound business principles.

3. Eliminate road failures caused by inadequate drainage within five years.

4. Seal 500 km per year of earth or gravel roads for the next five years.

5. Reduce road roughness and obstructions that prevent safe and comfortable travel at

posted speed limits by 25% per year.

6. Reduce accidents caused by road conditions by 25% per year through improvement

in road surface, signage, guardrails, and elimination of safety “black spots”.

7. Insure within three years all bridges are capable of carrying their rated loads.

8. Monitor the condition of the road network and prepare an annual report for the

Minister documenting the condition of the road network and the maintenance

implications

PPOOLLIICCYY 1. All gravel / earth roads will be re-graveled once every three years or when the depth

of gravel has been reduced by 50% of the specified design depth.

2. All gravel / earth roads will be graded three times a year to reduce travel time

(roughness) and to maintain adequate crossfall.

3. All drainage courses and structures will be cleaned at least annually to insure proper

drainage of water away from the road.

4. All roads will be kept clear of trash, litter, and sight or drainage inhibiting vegetation.

5. All potholes will be repaired within 14 days of being reported

6. All sealed roads will be re-sealed within seven years or when indicated by the

annual condition survey.


Appendix Page M 13

7. All paved roads will be overlaid when average pavement deflections exceed 1mm.

8. Every road maintenance organization will prepare a proposed annual work program

and budget for the next year and for the succeeding two years. This work program

and budget will be submitted for approval by 30 October of each year.

9. Road maintenance organizations will receive an approved maintenance program by

15 December of each year and will receive 1st quarter funding no later than 10

January.

10. All accomplished maintenance work will be recorded, documenting the

accomplishment in approved work units, location of work, and expended resources.

11. Monthly, each maintenance organization will submit to the Director of Road

Infrastructure, a report of work accomplished, and resources expended and an

analysis of actual versus programmed work.

12. All national roads and bridges will be inventoried and their condition updated

annually.

PPRRIINNCCIIPPLLEESS

• Road and bridge maintenance is a daily requirement. It cannot be left to

emergency restoration.

• Maintaining suitable drainage of the roads is the most cost effective conservation

action possible.

• Maintaining low road roughness (high riding comfort) has the greatest impact on

vehicle operating costs (VOC).

• Bridges are vital links in the chain that make up a road network. They must be

maintained with no degradation in condition in order to ensure the road is kept

open and the structure is kept safe.

TTTAAASSSKKK 222---333::: IIIDDDEEENNNTTTIIIFFFYYY AAANNNDDD DDDEEESSSCCCRRRIIIBBBEEE SSSIIIGGGNNNIIIFFFIIICCCAAANNNTTT

MMMAAAIIINNNTTTEEENNNAAANNNCCCEEE AAACCCTTTIIIVVVIIITTTIIIEEESSS

GGEENNEERRAALL The Maintenance Management planning process is activity-based. An activity is defined

as a task or tasks performed to achieve specific results. Examples of activities include

Patch Potholes, Pickup Litter and Clean Culvert. Normally, activities are not defined for


Appendix Page M 14

specific facilities or locations. Activities are related to work locations through the

inventory and work scheduling processes as described later in this manual.

Maintenance Management applies the concept of managing the major, significant

activities, which represent 80 to 90 percent of all work performed in terms of labor effort

or budget. The remaining 10 to 20 percent of the work is not described in detail but is

included in one or more "general" activities.

As outlined in the following section, each activity definition includes specific elements.

AACCTTIIVVIITTYY:: A complete activity definition consists of five elements—code, title, description, work

unit, and inventory unit.

Code: A four-digit code is used to identify the activities.

Title: The activity name which identifies the work and serves as a "shorthand'

description for discussing activities. The title should be short but descriptive; it will be

used in all Maintenance Management reports,

Description: A brief narrative describing the work to be performed, the deficiency to be

corrected and the results to be achieved. The description should clearly identify the work

that is included in the activity. The description for the activity Patch Potholes is:

• Patching small areas of paved surfaces with premix material to correct abrupt

depressions, potholes, edge failures and other potential surface hazards to

provide a smooth paved surface.

This description identifies the work, gives some indication of what is to be done and the

reasons for doing the work and leaves little room for Interpretation concerning what is

included in the activity.

These brief descriptions for all activities help to communicate the meaning and scope of

the activities to all personnel. This uniform understanding of the activities leads to more

consistent information and aids in review, discussion and evaluation of activity

information.

Work Unit. The work unit is used to measure how much work is planned as well as

accomplished in each activity. Typical work units include linear feet of trail repaired, the

number of doors replaced, and the number of signs placed, miles of shoulder graded

and tons of material used. The work unit should describe the results--or end product--of


Appendix Page M 15

the work effort and should be practical and easy to measure. The field crew doing the

work should be able to measure and record the amount of work done with minimal effort.

For some activities, a specific work unit is not practical. For example "General Road

Maintenance" may include several dissimilar kinds of work not listed as separate

activities. It is difficult if not impossible, to identify a work unit to measure results of the

various items or tasks that may be included in the activity. For this activity, and other

similar activities, the person hours of labor effort is the only unit common to all types of

work included in the activity and is the most practical unit for measuring planned and

completed work.

It is important to note that for those activities with person hours as the work unit, it is not

possible to measure labor productivity in the traditional sense of work units per labor

effort. Therefore, if this traditional productivity measurement is important or required for

an activity, a work unit other than person hours will need to be established.

Inventory Unit: The kinds and amounts of work to be performed depend on the kinds of

features to be maintained. A typical inventory includes features such as: Paved roads,

Culverts, Bridges.

The inventory units used to measure the quantity of these features. For example:

• Paved roads are measured in terms of Kilometers.

• Culverts are measured as each.

• Bridges are measured in Linear Meters.

The inventory feature and unit of measure that most directly affect the amount of work

required are designated for each activity.

Some activities such as supervision, inspection or meetings do not relate directly to a

physical inventory unit. For these activities an artificial unit such as "year" is established.

These activities are then planned on a lump sum basis rather than as a function of the

inventory.

Following are several additional criteria to help in defining the activities:

The activity should identify a major deficiency to be corrected or a major

preventive maintenance effort.

The activity should not be so broadly defined that it includes more than one

major maintenance effort.


Appendix Page M 16

The activity should not be so narrowly defined that it represents only a minor

maintenance procedure.

The activity should be clearly defined so that all personnel have a uniform

understanding of the operations to be performed.

There are no hard and fast rules to specify which activities to select or how long the

activity list should be. Each maintenance manager must analyze and evaluate the

workload to determine that combination of activities that best represents the significant

activities in terms of labor effort, budget. Or management information needs. A

reasonable guideline to use is to define activities that represent between 2% to 5% of

the total budget.

The initial selection and definition of activities is not permanent. The list of activities must

be reviewed and updated periodically to reflect any changes in workload or information

requirements.

KKAANNDDAALL PPRROOVVIINNCCEE MMAAIINNTTEENNAANNCCEE AACCTTIIVVIITTIIEESS The Maintenance Activities selected for management and accomplishment in Kandal

Province are shown below:

CODE: 1100 TITLE: PATCH BITUMINOUS PAVEMENT

DESCRIPTION: Patching of small areas of bituminous roadway or paved shoulder

with hot or cold bituminous mixtures and hand tools to correct potholes, edge failures

and other potential surface hazards. This activity also includes temporary patching of

bituminous pavements and the use of hot liquid bituminous material for crack patching.

WORK UNIT: SQUARE METERS

INVENTORY UNIT: KILOMETERS OF BITUMINOUS PAVEMENT

CODE: 1170 TITLE: PATCH MACADAM PAVEMENT

DESCRIPTION: Patching of small areas of macadam roadway with macadam

materials and sealing with bituminous material and hand tools to correct potholes, edge

failures and other potential surface hazards. This activity also includes deep patching

with application of crushed rock or macadam rock and recompaction of the subgrade.


INVENTORY UNIT: KILOMETERS OF MACADAM PAVEMENT


Appendix Page M 17

CODE: 1200 TITLE: GRADE SHOULDERS

DESCRIPTION: Grading and reshaping aggregate or earth shoulders to eliminate

edge ruts, ridges, corrugations and high shoulders

WORK UNIT: KILOMETERS

INVENTORY UNIT: KILOMETERS OF ROAD WITH SHOULDERS

CODE: 1250 TITLE: GRADE EARTH / GRAVEL ROAD

DESCRIPTION: Grading and reshaping aggregate or earth roads to eliminate edge

ruts, ridges, corrugations, high shoulders and to restore good drainage characteristics


INVENTORY UNIT: KILOMETERS OF EARTH / GRAVEL ROAD

CODE: 1260 TITLE: HEAVY GRADING

DESCRIPTION: Grading and reshaping aggregate or earth roads to eliminate edge

ruts, ridges, corrugations and high shoulders. This activity includes the application of

small amounts of additional earth or aggregate and includes the use of water and

compaction equipment to restore the road surface and reduce road roughness



CODE: 1300 TITLE: REGRAVEL ROAD

DESCRIPTION: The repair of aggregate surfaced roads by reshaping, adding 10 to

20 cm of crushed or natural aggregate and compacting to specification to restore the

thickness of gravel surface and to restore smooth riding conditions on the road.


INVENTORY UNIT: KILOMETERS OF GRAVEL ROAD

CODE: 1450 TITLE: DBST GRAVEL ROAD

DESCRIPTION: The application of a single or double bituminous surface treatment

to a gravel road to improve riding conditions, reduce dust, improve durability and to seal

the road from water. This includes preparation of the road bed by reshaping,

compaction, addition of the gravel base material, priming of road bed if necessary and

other operations required providing a finished bituminous sealed road surface.



Appendix Page M 18


CODE: 1570 TITLE: REHAB GRAVEL ROAD

DESCRIPTION: The complete rehabilitation of a gravel road to include removal of

weak subgrade material, replacement with suitable subgrade, widening of the road to

design specification, addition of required drainage structure, placement and compaction

of aggregate base material and surfacing with a bituminous seal if specified. Also

includes the repair of small bridges and the installation of specified road furniture. This

may include the raising of the road above design flood levels.



CODE: 1900 TITLE: GENERAL ROADWAY MAINTENANCE

DESCRIPTION: Other routine roadway maintenance activities that are not

specifically identified as separate activities

WORK UNIT: MAN HOURS

INVENTORY UNIT: YEAR

CODE: 2100 TITLE: CLEAN DITCHES - HAND

DESCRIPTION: The cleaning and clearing of roadside drainage courses to restore

the drainage of water away from the road structure using hand tools. This also includes

the loading and removal of cleared debris from the site.

WORK UNIT: LINEAR METERS

INVENTORY UNIT: KILOMETERS OF ROAD

CODE: 3100 TITLE: CLEAN CULVERT

DESCRIPTION: The cleaning and clearing of drainage structures to ensure the

proper drainage of water through and away from the road structure using hand tools.

This includes the loading and removal of cleared debris from the site.

WORK UNIT: EACH CULVERT

INVENTORY UNIT: CULVERT

CODE: 3130 TITLE: REPAIR CULVERT

DESCRIPTION: The repair of damaged culvert barrel, head and wingwalls and

other appurtenances to the culvert structure. Does not include installation of new culvert


Appendix Page M 19



CODE: 3150 TITLE: INSTALL CULVERT

DESCRIPTION: The installation of a new culvert of any type in a road structure.

This includes the excavation and preparation of the bedding for the culvert, the

placement and backfill of the culvert, repair of the road surface and the construction of

head and wing walls but does not include the installation of culvert in conjunction with a

road rehabilitation project.



CODE: 3200 TITLE: REPAIR BRIDGE - MINOR

DESCRIPTION: The minor repair and cleaning of bridges using handtools. This

work includes the replacement or repair of bridge decks, repair of hand rails, cleaning of

drainage openings, and repair of curbs, repair of bridge approaches and guard rails and

repair of signs and other bridge appurtenances.


INVENTORY UNIT: LINEAR METERS OF BRIDGE

CODE: 4150 TITLE: CONTROL VEGETATION

DESCRIPTION: The clearing of roadside vegetation to improve aesthetics,

improve drainage and restore sight distances. This includes the loading and removal of

cleared material.



CODE: 4500 TITLE: PICKUP LITTER

DESCRIPTION: The removal of trash and rubbish from the road right of way to

improve the aesthetics of the road.




Appendix Page M 20

TTTAAASSSKKK 222---444::: CCCOOONNNDDDUUUCCCTTT CCCOOONNNDDDIIITTTIIIOOONNN IIINNNVVVEEENNNTTTOOORRRYYY AAANNNDDD CCCOOONNNDDDIIITTTIIIOOONNN

SSSUUURRRVVVEEEYYY Most of the Condition Inventory of Kandal was done in the month of November and

December 2001. Three crews of two engineers were used. One of the two engineers

was a counterpart from the Ministry of Public Works and Transportation in Phnom Penh

and the other from the Department of Public Works and Transport in Kandal. Each had a

four wheel drive vehicle and a camera. The type, width and condition of the surface were

documented along with the details of shoulders. For each drainage structure the station,

the type, the dimension and the condition were noted. In addition a run was done of

each road using a handheld Garmin GPS 12CX which can record track details. This

track was used to record the travel time along the road being surveyed. There is a direct

correlation of condition and travel time. If vehicle congestion affected the travel speeds

this was noted and a repeat run was attempted without the traffic tie-ups. Two “Moving

Map” programs were used to download the tracks from the handheld GPS. These

programs are Fugawi 3 and Touratech QV 2.5. Fugawi allows detailed output of the

track details such as location and speed while the Touratech program can illustrate

vehicle speed by different colour. Figure M 3 shows the travel speed spectrum and the

associated condition.

Figure M 3: Travel Speed Colour Spectrum and Condition


Appendix Page M 21

The result of a typical GPS condition survey on National Route 5 is shown in Figure M 4.

The Speed/Condition colours are shown of a section of road north of Phnom Penh from

approximately PK 21+000 to PK 39+000.

Figure M 4: Sample Condition of National Road 5 (NR5)

On NR 5 there is no stretch in Kandal Province that could be considered in Excellent

Condition. Roads in Excellent Condition are defined as in new condition. The IRI

should be better than 4.00 and the road only requires basic routine maintenance.

Undulations are hardly noticeable at 80 kph. There will no deformations or potholes.


Appendix Page M 22

Pictures of examples of each other type condition are shown in Figure M 5 through to

Figure M 8.

Figure M 5: Good Condition NR 5 PK 37+025

Roads in Good Condition should have an IRI between 4.00 and 6.00. There will

probably be no complaints about the condition and user costs or vehicle operating costs

(VOC) will be relatively low. Good Condition roads require only routine maintenance but

more frequently then Excellent Condition Roads. The users will be aware of slight

movements or gentle undulations at 80 kph. The Surface is not damaged except for rare

potholes but undulations and corrugations exist.

Figure M 6: Fair Condition NR 5 PK 20+091

Roads in Fair Condition are defined as ones where the road begins to receive a few

complaints. The IRI will be between 6.00 and 9.00. Vehicles will experience sharp

movements and swaying. Depressions (10 mm to 20 mm) and the occasional potholes


Appendix Page M 23

are present. The surface is not generally damaged but undulations and corrugations

exist.

Figure M 7: Road Poor Condition NR 5 PK 27+938

Poor Condition roads will require rehabilitation. The IRI will be between 9.00 and 12.00.

Vehicles will experience frequent and sudden movements and swaying. Complaints from

users will be common. Serious faults with frequent and deep depressions (20 mm to 35

mm) exist and potholes are common with 6 to 10 every 100 meters. Poor Condition

Roads require a lot of repair.

Figure M 8: Road in Bad Condition NR 5 PK 26+080

Bad Condition roads are ones with extreme discomfort for users. Traffic slowdowns and

stops will occur. The IRI will be higher than 12.00. There will be extremely high user

costs so numerous complaints will be received. The surface is completely damaged and


Appendix Page M 24

very difficult to traverse. In the worst cases the road will be cut completely. The map of

Kandal Province showing the roads surveyed is in Figure M 11.

The part of NR 1 that is in Kandal starts at PK 08+000 and ends at PK 60+500 which is

the ferry crossing of the Mekong River in Neak Loeang. Total length in Kandal is 52.5

kilometers. There are only two pipe culverts and eight bridges in this stretch of road.

There is a need for additional drainage structures. The condition is generally fair for

about 65% of the length, poor for 29% and bad for 5% of the length. Repairs are

proceeding on the road as Figure M 9 demonstrates.

Figure M 9: Resealing maintenance repair work proceeding on NR 1

NR 2 in Kandal starts at PK 10+000 and ends at the Takaev Border at PK 31+400.

Generally NR is in poorer condition than NR 1 but has less traffic. The stretch just in Ta

Khmau, the Provincial Capital is quite good but afterwards beyond PK 16+500 the

condition deteriorates There are stretches of NR 2 the surface is completely broken as

shown in Figure M 10.

Figure M 10: NR 2 PK 24+350, the surface is completely broken


Appendix Page M 25

Figure M 11: Kandal Road Condition Map.


Appendix Page M 26

NR 3 in Kandal Province starts at PK 24+150 is again generally in poor condition. Over

70% of the road rated in poor condition. Figure M 12 shows the great number of cracks

in the bituminous macadam pavement.

Figure M 12: NR 3 at PK 32+050, please note heavy cracks

NR 4 in Kandal starts at PK 14+260. This is the best conditioned road in Kandal

Province but is starting to show signs of wear. Half the distance is in good or excellent

condition but the remaining half require some repair work. It is the opinion of the

Consultant that timely maintenance intervention done in the near future would prevent

this otherwise good road from deteriorating. Figure M 13 demonstrates a typical section

of NR 4.

Figure M 13: NR 4 at PK 26+326 showing generally Good Condition

Pictures of NR 5 are covered above. This road is in poor condition to bad condition until

the ferry crossing at Kach Chelp at PK 36+000 where very heavily loaded trucks


Appendix Page M 27

destined for Phnom Penh or beyond enter the road from NR 6 via NR 61. After that the

good is in fair to good condition. Emergency maintenance work is being carried out by

Cambodian Army Engineers during February and March 2002.

NR 6A is the route from Phnom Penh to Siem Rieb and is generally in fair condition. The

stretch of NR 6A in Kandal is very congested so the speeds are more limited by that

then by condition. The drainage structures and bridges are not in good condition. The

bridge at PK 39+921 is being replaced. Figure M 14 shows the demolition of the existing

structure.

Figure M 14: NR 6A Existing Bridge at PK 39+921 being demolished

NR 21A starts at NR 2 in Ta Khmau and runs along the right bank of the Bassac River to

the Vietnam border. The road although at one time was had bituminous macadam

pavement most of it now has disappeared so can considered an unpaved road. The first

fifteen kilometers is in from PK 11+000 to PK 26+000 are in better shape than the

remainder from there until the Vietnam Border at PK 86+000. There are a number of

bridges in very poor to bad condition. Figure M 15 shows one deck that has failed.


Appendix Page M 28

Figure M 15: NR 21A, Bridge at PK 48+037 wooden deck broken

At PK 77+268 there is a bridge missing and so closes the road to traffic. Figure M 16

shows the river that requires the bridge of 96 meters length to be completed.

Figure M 16: NR 21A No bridge at PK 77+268

NR 21B also starts at NR 2 in Ta Khmau and joins NR 21A at Roka Khpos near Chhung

Leap. The road is bituminous macadam pavement that is in fair condition in Ta Khmau

but is in poor condition at the Roka Khpos end. Figure M 17 shows the poor condition of

the road.


Appendix Page M 29

Figure M 17: NR 21B Poor condition of the road at PK 21+000

NR 42 starts at NR 4 and is a laterite road that some rehabilitation from PK 00+000 to

PK 16+000 that was completed 1999 to 2000. This section is in fair condition and only

requires some regrading. The Section from PK 16+000 to PK 22+000 is in poor condition

and requires more work.

Figure M 18: NR 42 at PK 04+000 is a rehabilitated laterite road

RP 104 links NR 2 and NR 3. There are plans to use this alignment as part of a Phnom

Penh Outer Ring Road system. Currently this laterite road is in very bad condition. The

embankment has been cut by flood damage as can be seen in Figure M 19. There are

some large diversions off the alignment to get around these washouts. Major work will

be required to reestablish this road.


Appendix Page M 30

Figure M 19: RP 104 at PK 05+000 where there flood washouts.

RP 105 also links NR 2 and NR 3. This laterite road is in better condition than RP 104

and is in fair to poor condition. Figure M 20 is a typical of the road. Maintenance work

required by RP 105 is regraveling and regrading.

Figure M 20: RP 105 at PK 01+900, typical road condition

RP 130 links NR 5 at to NR 42 and eventually to NR 51 at Odongk. This is a laterite road

that has about 6 kilometers of regraveling done by Kandal Provincial Public Works

Department but requires more maintenance work in the form of regraveling and

regarding on the remaining length. The four bridges and other drainage structures also

require work as shown in Figure M 21.


Appendix Page M 31

Figure M 21: RP 130 at PK 04+920, bridge deck requires work.

Table M 1 summarizes the Condition of all the roads under the responsibility of the

Department of Public Works and Transport in Kandal Province by kilometer.

Table M 2 gives the percentage of each condition by road. Table M 3 summarizes the

numbers and type of drainage structures for each road. Table M 4 estimates the asset

value of these roads.

Table M 1: Condition of Kandal National by Kilometer



of Road

Kms 80 60 40 20 10 10

N1 Asphalt Concrete Surface 17.4 kms 2.4 kms 6.4 kms 8.2 kms 0.3 kms

N1 Surface Treated Roads 5.6 kms 5.6 kms


N1 Laterite Gravel Roads 4.3 kms 2.5 kms 1.8 kms









N3 Asphalt Concrete Surface 5.6 kms 0.8 kms 3.1 kms 1.7 kms



N3 Laterite Gravel Roads 36.8 kms 6.9 kms 21.1 kms 8.7 kms

N3 Earth Roads 173.6 kms 0.8 kms 90.2 kms 82.5 kms



2.4 kms 20.2 kms 133.7 kms 330.2 kms 508.7 kms 514.3 kms

Type


Appendix Page M 32

Table M 2: Condition of Kandal National Roads by Percentage



of Road

Kms

N1 Asphalt Concrete Surface 17.4 kms 14% 37% 47% 2%

N1 Surface Treated Roads 5.6 kms 100%

N1 Penetration Macadam 138.0 kms 5% 56% 30% 9%

N1 Laterite Gravel Roads 4.3 kms 58% 42%





N2 Penetration Macadam 26.8 kms 4% 44% 51%

N2 Laterite Gravel Roads 84.4 kms 4% 19% 23% 54%



N3 Asphalt Concrete Surface 5.6 kms 15% 55% 30%


N3 Penetration Macadam 21.9 kms 1% 35% 64%

N3 Laterite Gravel Roads 36.8 kms 19% 58% 24%

N3 Earth Roads 173.6 kms 0% 52% 48%



0% 4% 26% 64% 99% 100%

Road # From

Ex

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Ex

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Ex

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Exc

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Go

od

50%

Go

od

8%

Go

od

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Go

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Go

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Fair

20

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Fa

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Fair

15

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Fa

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Fa

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Po

or

38

%

Ba

d 0

%

Ba

d 8

%

Ba

d 5

3%

Ba

d 4

4%

Ba

d 3

5%

Un

der

Co

nstr

ucti

on

2%

Un

der

Co

ns

tru

cti

on

3%

Un

der

Co

nstr

ucti

on

0%

Un

der

Co

nstr

ucti

on

0%

Un

der

Co

ns

tru

cti

on

1%

0%

10%

20%

30%

40%

50%

60%

70%

Ideal Condition N1 Roads N2 Roads N3 Roads Kandal National

Roads

Figure M 22: Condition Chart for all National Roads in Kandal Province


Appendix Page M 33

Table M 3: Drainage Structures in Kandal Province



of Road






Road # From To


pavement layers, drainage structures and bridges based on the condition of each.

N1 roads are single digit primary National roads. These roads are the most important in

the country and generally connect the national capital with international border

crossings.

Table M 4: Estimated Value of Typical Roads

Road Type Surface Type Excellent Good Fair Poor Bad

N1 Main National Roads Asphalt 380,000$ 304,000$ 228,000$ 152,000$ 76,000$

N1 Main National Roads DBST 250,000$ 200,000$ 150,000$ 100,000$ 50,000$

N1 Main National Roads Macadam 340,000$ 272,000$ 204,000$ 136,000$ 68,000$

N1 Main National Roads Laterite 210,000$ 168,000$ 126,000$ 84,000$ 42,000$

N2 Other National Roads Asphalt 170,000$ 136,000$ 102,000$ 68,000$ 34,000$

N2 Other National Roads DBST 140,000$ 112,000$ 84,000$ 56,000$ 28,000$

N2 Other National Roads Macadam 170,000$ 136,000$ 102,000$ 68,000$ 34,000$

N2 Other National Roads Laterite 110,000$ 88,000$ 66,000$ 44,000$ 22,000$

N3 Provincial Roads Asphalt 120,000$ 96,000$ 72,000$ 48,000$ 24,000$

N3 Provincial Roads DBST 90,000$ 72,000$ 54,000$ 36,000$ 18,000$

N3 Provincial Roads Macadam 110,000$ 88,000$ 66,000$ 44,000$ 22,000$

N3 Provincial Roads Laterite 70,000$ 56,000$ 42,000$ 28,000$ 14,000$

N3 Provincial Roads Earth 60,000$ 48,000$ 36,000$ 24,000$ 12,000$

For simplicity roads that are under construction were estimated at 50% of the excellent

value. The value of the drainage structures was estimated using Table M 5 as a basis for

the new cost of each type of drainage structure. The pipe culverts rate is for the

complete pipe culvert length including inlet and outlet headwalls. The box culvert rate is

for the $600 times the area obtained by multiplying the length times the width of the

culvert. The bridge rate is for deck area. Each structure was inspected an estimate of the

remaining value was determined.


Appendix Page M 34

Table M 5: Estimated Value of New Drainage Structures

Type Size Unit Rate

Pipe Culvert 0.300 m Diameter Each $ 1,000








Box Culvert 1 m2 Width x Length Area $ 600

Bridge Deck Area 1 m2 Width x Length Area $ 800

Using the above as basis an estimate of the road network in Kandal was calculated and

presented in Table M 6.

Table M 6: Estimated Asset Value of the National Roads in Kandal

Road # From To

Total Length

of Road Kms


Value

Maxiumum Asset

Value

Value

Index

Average

Value per Km

NR 001 Veal Sbovp Neak Loeng 53 kms 10,232,218$ 19,150,230$ 0.53 194,899$ NR 002 Daeum Mien Boeng Khyang 21 kms 4,765,072$ 10,166,440$ 0.47 222,667$ NR 003 Kampung Toul Chi Mau 12 kms 2,029,008$ 4,413,000$ 0.46 170,505$ NR 004 Kan Taok Damnak Ampel 17 kms 4,864,712$ 6,724,000$ 0.72 279,581$ NR 005 Prek Pneeeuk Prak Kdar 28 kms 4,976,230$ 10,765,800$ 0.46 176,462$ NR 006A Bak Khaeng Krang Svay 30 kms 10,088,772$ 18,528,400$ 0.54 340,837$ NR 006 Roka Kaong Pi Peam 4 kms 717,648$ 1,623,500$ 0.44 166,895$

Total N1: Main National Roads 165 kms 37,673,660$ 71,371,370$ 0.53 227,911$

227,911$ 431,769$

NR 021A Ta Khmao Chrey Thum 75 kms 4,679,851$ 14,338,550$ 0.33 62,315$ NR 021B Ta Khmao Chhung Leap 12 kms 769,956$ 2,072,600$ 0.37 65,251$ NR 042 Baek Chan Odongk 24 kms 1,736,208$ 3,089,700$ 0.56 71,449$

Total N2: Other National Roads 111 kms 7,186,015$ 19,500,850$ 0.37 64,622$

64,622$ 175,367$

RP 101 NR 001 Pk 59 Kampong Kong 37 kms 857,271$ 3,748,031$ 0.23 22,922$ RP 104 Deykror Horm Kompong Toul 9 kms 249,040$ 1,002,500$ 0.25 27,671$ RP 105 Siem Reab Kompong Kantout 7 kms 326,020$ 646,400$ 0.50 49,397$ RP 130 Preaek Pnov Phnun Phteah B. 13 kms 416,150$ 966,000$ 0.43 33,292$ RP EBR Bassac River Road 89 kms 2,362,204$ 7,908,338$ 0.30 26,542$ RP EMR Eastern Mekong 40 kms 1,014,977$ 3,450,630$ 0.29 25,696$ RP PTK Preak Tameak to 21 kms 534,568$ 1,834,512$ 0.29 25,456$ RP TPR Tror Pang Rolouce 3 kms 119,351$ 398,337$ 0.30 41,156$ RU Urban Roads 4 kms 122,961$ 418,638$ 0.29 28,596$ RU Urban Roads 10 kms 385,156$ 1,373,577$ 0.28 38,516$ RU Urban Roads A/C 6 kms 420,087$ 2,281,203$ 0.18 75,016$

Total N3: Provincial & Urban Roads 238 kms 6,807,785$ 24,028,166$ 0.28 28,628$

28,628$ 101,044$

Total All Roads 514 kms 51,667,460$ 114,900,386$ 0.45 100,462$

100,462$ 223,411$


Appendix Page M 35

TTTAAASSSKKK 222---555::: RRREEECCCOOOMMMMMMEEENNNDDD QQQUUUAAANNNTTTIIITTTYYY SSSTTTAAANNNDDDAAARRRDDDSSS

GGEENNEERRAALL The development of quantity standards is a management decision-making process and

is essential to prepare work programs which best reflect organization needs, priorities,

available resources and other programs. The process is not highly complex; it consists

of making reasonable estimates based on a variety of available data. This section

explains the basic concepts of quantity standards and presents some general criteria for

preparing quantity standards.

Basic Quantity Standard Definition:

The quantity standard, as used in Maintenance Management, is the annual level of

intensity or frequency of an activity applied to a feature.

For each activity, the quantity standard is expressed as the number of work units to be

performed per unit of feature inventory per year. For example the quantity standard for

patching potholes is expressed in terms of square meter of patch per paved road kilometer

per year. It is important to realize that a quantity standard represents an annual average

effort. In the pothole patching example many kilometers may not require any patching while

specific locations or sections of road may require concentrated effort.

DDEESSIIRREEDD AANNDD PPLLAANNNNEEDD QQUUAANNTTIITTYY SSTTAANNDDAARRDDSS:: Two quantity standards, the desired quantity standard and the planned quantity standard

are to be established. The desired quantity standard is an estimate of the amount of

work, which should be performed to keep a feature functioning and in acceptable

condition or bring it up to a desired condition in a selected time period. Assume that

there are no constraints or limitations of funds or other resources in estimating this level

of effort However, this desired level should not be set higher than the point where costs

to do the work become greater than the benefits received from the effort. The planned

quantity standard is an estimate of the work to be accomplished, recognizing budget

limitations, availability of labor, equipment, or materials, or other constraints prohibiting

completion of tie desired quantity standard. This planned quantity standard reflects

management decisions to balance priorities, needs and objectives with limited funds,

personnel and equipment.

The two quantity standard estimates are used to calculate separate work programs and

budgets. The two work programs and budgets can then be compared to determine the

amount of work and cost of that work that must be deferred. The planned quantity


Appendix Page M 36

standard and the resulting work program are ultimately used in all subsequent

Maintenance Management processes

The use of the Desired and Planned quantity standards is illustrated in the reading

entitled WORK PROGRAM AND BUDGET DEVELOPMENT later in this section.

Selected inventory features will be inspected and rated annually by comparing the

ratings from year to year, one can determine what changes if any, are occurring in the

condition of the inventory features. This condition rating and annual comparison process

is one of several factors to be considered as the manager estimates the work effort

required (through the quantity standard) to maintain or improve the current conditions.

As noted in the discussion on condition rating, it is possible to have inventory data in up

to three condition categories. It will be necessary to develop separate quantity standard

values for each of these conditions. Generally, the relationship between the condition

ratings and quantity standards is as follows:

Condition Rating Quantity standards

3 Poor Higher

2 Fair

I Satisfactory Lower

The magnitude of the variation between the quantity standards is strictly a function of the

manager's judgment and experience compared with the data prepared during the

quantity standard development process.

IINNFFOORRMMAATTIIOONN SSOOUURRCCEESS && MMEETTHHOODDSS OOFF EESSTTAABBLLIISSHHIINNGG QQUUAANNTTIITTYY

SSTTAANNDDAARRDDSS:: In order to achieve the general quantity standard criteria, specific quantity standards,

both desired and planned, are quantified for each activity. These values may be

established using one or more sources of information or methods. The following list of

possible sources of information or methods to establish quantity standards is not meant

to be all-inclusive There may be other ways of estimating and setting quantity standards

that can be used as well.

Preventive Maintenance Program: If there is an established PM program for a particular

feature such as bridges, then it should be used to set activity quantity standards.

Inspections/Surveys: Data derived from inspections and surveys may be used to

quantify quantity standards. For example, a survey may determine that 30 percent of the


Appendix Page M 37

gravel roads should be re-graveled. By knowing this information and setting a target date

for getting roads re-graveled, a quantity standard can be set to accomplish the goal. As

noted previously, the condition assessment process is used to document current

conditions for groups of inventory features. These data can be very helpful in

establishing the quantity standards.

Records Research: Records of the expenditure of labor and materials, task

assignments, budget allocations, or other operations, will provide information needed to

determine previous quantity standards. These levels may be used to plan future work

programs if past practices have been acceptable. Otherwise, they must be adjusted up

or down to meet present objectives

Professional Judgment/Field Experience: Professional judgment and field experience

are necessary in setting all quantity standards but especially when less data is available

or when an educated opinion is the basis for the quantity standard. The appropriate

professional is one who has both practical experience and knowledge in the activity

being considered.

Mandatory Requirement: Quantity standards may have been set by the organization;

public laws or regulations. The levels are dictated and must be used.

Design Standards: Quantity Standards may be dictated by design standards. For

example, the replacement of an electrical system may be done in accordance with a

specific design. The effort and resources required for the replacement depend on the

design details.

Future Plans: The levels of service necessary for new construction, rehabilitation of road

sections are determined by future plans. The construction plans and schedules for these

projects will determine the level of effort. Future plans will also affect this quantity

standard when the plan calls for an upgrade in the condition of a road system or a

decrease in the maintenance of a system.

Frequency / Cyclical: Many quantity standards are determined by knowing the frequency

of work required. For example, if the culverts require cleaning twice a year because of

debris build up. Frequency is associated with activities taking place one or more times

per year.

Cyclical activities may be performed less than once per year on, a specific feature. for

example, re-graveling may be done once every three years. Quantity standards are

calculated based on these activity requirements.


Appendix Page M 38

Policy/Standards: The quantity standards for some activities may have already been

established as the result of industry or government studies. These standards may be

used without alteration or may be adjusted for local conditions. For example, the MPWT

may publish policy guidelines for the routine maintenance of asphalt pavements.

PPRROOCCEEDDUURREE FFOORR EESSTTAABBLLIISSHHIINNGG QQUUAANNTTIITTYY SSTTAANNDDAARRDDSS:: A desired quantity standard must be established for each activity. This quantity standard

is established by first deciding what general criteria must be satisfied. Nearly all activities

are designed to preserve or conserve features, but some activities may also be defined

to specifically address aesthetics or convenience factors. These criteria provide the

qualitative base for establishing the quantity standard, It is most important to be aware of

these criteria while establishing the quantitative part of the quantity standard. The

quantity standard is quantified by using one or more of the suggested information

sources or methods.

For those activities with inventory features that have condition ratings, it is possible to

have a quantity of inventory in each of the three condition rating categories. In this case,

a different desired quantity standard value may be assigned to each of the inventory

quantities. A weighted-average desired quantity standard is calculated (by the computer)

based on the distribution of inventory quantities to the three conditions. This weighted

value is used in the calculation of the desired work program.

Planned quantity standards are usually the result of the recalculation of a desired

quantity standard caused by constraints on the desired work program and budget.

There is only one planned quantity standard for each activity. This one value is

compared against the weighted-average desired quantity standard in those instances

where separate quantity standards were developed for each condition rating group.

The criteria are outlined below that were used for establishing the quantity standard

values. The logic for selecting the Desired Quantity Standards is presented.

QQUUAANNTTIITTYY SSTTAANNDDAARRDDSS FFOORR KKAANNDDAALL PPRROOVVIINNCCEE

CODE: 1100 TITLE: PATCH BITUMINOUS PAVEMENT

QS DETERMINATION: Through inspection of the bituminous pavements in

Kandal, it is determined that the amount of patching by pavement condition is

approximately:

Condition: 1 2 3


Appendix Page M 39

QS 4 20 40 SQM per kilometer / year


INVENTORY UNIT: KILOMETERS OF BITUMINOUS PAVEMENT

CODE: 1170 TITLE: PATCH MACADAM PAVEMENT

QS DETERMINATION: Through inspection of the macadam pavement in Kandal it

is estimated that the amount of patching by pavement condition is approximately:

Condition: 1 2 3

QS 0 10 20 SQM per kilometer / year


INVENTORY UNIT: KILOMETERS OF MACADAM PAVEMENT

CODE: 1200 TITLE: GRADE SHOULDERS

QS DETERMINATION: By policy, it is directed that earth or aggregate shoulders

should be graded 1 time per year.

QS 1 km / km /year


INVENTORY UNIT: KILOMETERS OF ROAD WITH SHOULDERS

CODE: 1250 TITLE: GRADE EARTH / GRAVEL ROAD

QS DETERMINATION: By policy and inspection of the earth / gravel roads, it is

directed that earth / gravel roads should be graded 1 time every 3 months.

QS 4 km / km / year



CODE: 1260 TITLE: HEAVY GRADING

QS DETERMINATION: By inspection of the earth and gravel roads it is estimated

that ½ of the road kilometer will require heavy grading this next fiscal year. This amount

should be reduced in future years as regular grading maintains the desired condition.

QS 0.50 km / km / year




Appendix Page M 40

CODE: 1300 TITLE: REGRAVEL ROAD

QS DETERMINATION: On a year to year basis aggregate surfaced roads should

be regraveled once every 3 to 5 years depending on traffic and results of inspection. For

this year in Kandal Province it is estimated that 50% of the roads in Condition 3 should

be regraveled.

QS 0.50 km / km of road in Condition 3 / year



CODE: 1450 TITLE: DBST GRAVEL ROAD

QS DETERMINATION: A long term objective of the Kandal Public Works

Department is to seal the national earth and aggregate roads. For this first year the

Province recommends that 30 % of the earth / aggregate roads that are in fair condition

(Condition 2) be upgraded to a DBST surface.




CODE: 1570 TITLE: REHAB GRAVEL ROAD

QS DETERMINATION: The Kandal PPWD recommends that 15% of earth /

aggregate N2 roads in Condition 3 and 10 % of the N3 earth / aggregate roads in

Condition 3 be rehabilitated totally as part of a long term road improvement program

QS 0.15 km / km N2 roads in Condition 3 / year

0.10 km / km N3 roads in Condition 3 / year



CODE: 1900 TITLE: GENERAL ROADWAY MAINTENANCE

QS DETERMINATION: It is estimated those 1500 Man hours will be required in

work not identified in other work activities

QS 1500 MH / year




Appendix Page M 41

CODE: 2100 TITLE: CLEAN DITCHES - HAND

QS DETERMINATION: By policy roadside ditches are to be cleaned 1 time / year.

QS 1 km / km /yr

WORK UNIT: LINEAR METERS


CODE: 3100 TITLE: CLEAN CULVERT

QS DETERMINATION: By policy each culvert or drainage structure is to be

cleaned once / year.

QS 1 culvert / culvert /year



CODE: 3130 TITLE: REPAIR CULVERT

QS DETERMINATION: It is estimated that in Kandal Province 20% of the culverts

or drainage structures will require repair during the next fiscal year.

QS 0.20 culvert / culvert /year



CODE: 3150 TITLE: INSTALL CULVERT

QS DETERMINATION: It is considered reasonable to plan for the installation of 9

new culverts on Kandal roads in the coming year. More may be required but if 9 / year

are installed over a few years the drainage requirements will be met.

QS 9 culverts / year



CODE: 3200 TITLE: REPAIR BRIDGE - MINOR

QS DETERMINATION: The bridges in Kandal require substantial minor repair.

This cannot be accomplished immediately but as a start it is recommended that 2 man

hours / linear meter of bridge be planned.

QS 2 MH / linear meter / year



Appendix Page M 42

INVENTORY UNIT: LINEAR METERS OF BRIDGE

CODE: 4150 TITLE: CONTROL VEGETATION

QS DETERMINATION: By policy roadside vegetation is to be controlled. It is

estimated that roadsides will need to be cut 4 times a year to preserve drainage and

enhance aesthetics.

QS 4 km / km / year



CODE: 4500 TITLE: PICKUP LITTER

QS DETERMINATION: To maintain the roads and roadsides litter and rubbish

clear, it is recommended that each kilometer be cleared each month.

QS 12 km / km / year



TTTAAASSSKKK 222---666::: PPPRRREEEPPPAAARRREEE PPPEEERRRFFFOOORRRMMMAAANNNCCCEEE SSSTTTAAANNNDDDAAARRRDDDSSS

AACCTTIIVVIITTYY SSUUMMMMAARRYY SSHHEEEETTSS One of the basic objectives of Maintenance Management is to ensure effective and

economical use of labor, equipment and materials in the performance of activities. This

is accomplished, in part, by planning and organizing work based on the work methods

and resources required to perform the activities in the most effective and economical

manner.

The activity summary sheets support the work program and budget development by

providing the frame work for estimating the labor, equipment, materials, and the average

daily productivity for each activity. They also provide information about:

• What work is to be done;

• When the work is to be done, and

• How well the work is to be done.

These data, for each activity, support managers and supervisors in their efforts to

maximize the use of limited resources in accomplishing work programs.

An Activity Summary Sheet is shown below and contains


Appendix Page M 43

• The Code and Title of the activity as shown in the activity list.

• The Road Class to which the activity pertains.

• The Category of maintenance to which the activity pertains.

• Scheduling Criteria suggesting when the work should or could be done.

• Desired and Planned Quantity Standard information

• The composition of a Crew Day in terms of Labor, Equipment and Material.

• The Average Daily Production in terms of work units / day

• Annual Work Quantities and the Costs associated with doing the work.

PERSONNEL. The numbers and types of personnel normally required to perform the

work are listed. Specific personnel classifications or titles related to work assignments

and required skills may be used. Crew size is based on average conditions. Actual

personnel may be added or deleted to this list in order to satisfy special traffic, safety,

flagging or hauling requirements.

EQUIPMENT. The major types of equipment and the number normally required to

perform the work are listed. The lack of availability of a specific type of equipment at the

time the work is performed may require a substitution. The material haul distance for a

specific work site may affect the actual numbers of trucks required.

MATERIALS. The major materials typically required to perform the work are shown.

Requirements may vary depending on the scope of the work actually performed.

The requirements for labor, equipment and materials should represent the most effective

and efficient complement of resources for a day's work on the activity. These estimated

needs represent average conditions, recognizing that day-to-day assignments may vary

to suit work site requirements. Categories should match those defined later in this

section.

AVERAGE DAILY PRODUCTION The estimated amount of work to be accomplished in

a day using the recommended work methods. crew, equipment and materials. T his

estimate is presented in terms of a quantity of work units and is shown recognizing that

day-to-day accomplishments will vary.

On the following Activity Summary Sheets the inventory feature, code and unit of

measure designated for each activity is displayed in Table M 7


Appendix Page M 44

Table M 7: Activity Detail Report.

TTTAAASSSKKK 222---777::: CCCOOOLLLLLLEEECCCTTT EEECCCOOONNNOOOMMMIIICCC CCCOOOSSSTTTSSS The annual work program can be determined for each activity by knowing the inventory

and the level of effort. The budget, however can only be determined by knowing the

resources required to do an activity, the average daily production of crew (mix of labor,

equipment and materials), and the cost of the resources.

The Consultant determined the resources required to do the maintenance work and then

determined through examination of contracts and interviews with vendors and

contractors the commercial cost of employing labor, hiring equipment and purchasing

material.


Appendix Page M 45

It was not considered appropriate to use government salary rates or government

equipment rates which do not reflect ownership costs. Commercial costs used to

determine the maintenance budget can be used to estimate the funds needed to

contract maintenance operations. Table M 8 and Table M 9 below shows the labor and

equipment hourly rates and Table M 10 the material unit costs used in calculating the

Kandal Province Maintenance Budget.

Table M 8: Labor Rates

Description Cost / Hr (USD)

Site Engineer 1.15

Site Inspector 0.90

Foreman 0.90

Lab Technician 0.90

Heavy Equipment Operator 0.85

Light Equipment Operator 0.70

Skilled Labor 0.50

Unskilled 0.35

Carpenter 0.85

Mason 0.85

Table M 9: Equipment Rates


Power Broom 10.00

Heavy Goods Truck 20.00

Wheel Loader 25.00

Asphalt Paver 37.00

Pneumatic Roller 14.00

Chip Spreader / Truck 12.00

Bulldozer, D6, D7 18.75

Excavator 17.34

Water Tanker 9.00

Pickup Truck 4.38

Dump Truck 8.67

Compressor 7.50

Flat Bed Truck 10.40


Appendix Page M 46


Asphalt Distributor 17.34

Base Paver 15.00

Motorgrader 18.75

Transit Mixer 16.50

Vibration Roller 26.00

Vibration Roller (2T) 5.00

Hand Compactor 1.73

Fuel Tanker 9.00

Hand Roller 1.73

Pavement Marking Machine 5.00

Table M 10: Material Unit Costs

Description Unit Cost Unit

Natural Gravel /Laterite 8.00 Cubic meter

Bitumen 60 /70 Pen 365.00 Ton

KM marker 100.00 Each

Culvert, Corrugated Pipe 100.00 Meter

Steel Reinforcement 385.00 Ton

Cement, Bulk 80.00 Ton

Cement 4.00 Bag

Road Marking Paint w/beads 10.00 Liter

Thermoplastic Paint and Beads 2,025.00 Ton

Concrete Aggregate 10.00 Ton

Chips 10.00 Ton

Crushed Aggregate 10.00 Ton

Guard Rail 55.00 Meter

Bitumen Emulsion 300.00 Ton

Asphalt Concrete 120.00 Ton

Road Sign w/ post 95.00 Each

Pipe, PVC 200mm 8.00 Meter


Appendix Page M 47

TTTAAASSSKKK 222---888::: DDDEEEVVVEEELLLOOOPPP AAANNNDDD RRREEECCCOOOMMMMMMEEENNNDDDEEEDDD RRREEEVVVIIISSSIIIOOONNNSSS TTTOOO

AAAXXXLLLEEE---LLLOOOAAADDD RRREEEGGGUUULLLAAATTTIIIOOONNNSSS As part of the TA it is necessary to study the existing and pending axle-load regulations

in Cambodia. The Royal Government of Cambodia Sub-decree numbered 744 named

“Maximum Load Limit of Transport Vehicles Using the Road Network in Cambodia” was

agreed by the Council of Ministers on 03 September 1999. This sub-decree details the

load limits and sets penalties for overloading. The Consultants have reviewed this

Decree and the only comment would be to modify the penalties for overloading to reflect

the actual damage and discourage overloading.

Pavement design is based on the fact that vehicles damage to a road depends directly

on the axle load of these vehicles. The damaging factor of axles is related to an

equivalent standard axle (ESA) of 8.16 tonnes. The equivalence factor is shown in the

following equation.

Number of Equivalent Standard Axles (ESA) = (Axle Load in tonnes/8.16)^4.0*

* note: 4.0 from the Cambodian Road Design Standard.

The penalties listed in the Decree increase only linearly with increasing loads but as

shown in Figure M 23 the damage to the road actually increases exponentially as the

load increases.

0 ESA

5 ESA

10 ESA

15 ESA

20 ESA

25 ESA

30 ESA

35 ESA

40 ESA

45 ESA

50 ESA

0 5 10 15 20 25

Axle Load in Tonnes

Nu

mb

er

of

Eq

uiv

ale

nt

Sta

nd

ard

Axle

s

Legal Limit of 10 tonnes

Figure M 23: Chart of ESA verses Axle Load


Appendix Page M 48

Small increases in axle load above the legal limit of 10 tonnes results in a severe

increase in damage to the road pavement. It is recommended that the penalties should

reflect this exponential increase in damage.

An example of the recommended changes to the penalty structure that would be based

on the actual damage and also punitive charges to discourage overloading is shown in

Table M 11.

Table M 11: Example of Overload Penalties

Penalty as per Decree 744,

1999

Penalty Based on

Exponential Damage

No.

Weight of Single Axle

(tonnes) in Riels in US $ in Riels in US $

1 10.0 to 10.5 tonnes warning Warning Warning Warning

2 10.5 to 11.0 tonnes 100,000 $ 25.00 100,000 $ 25.00

3 11.0 to 11.5 tonnes 150,000 $ 37.50 160,000 $ 40.00

4 11.5 to 12.0 tonnes 200,000 $ 50.00 230,000 $ 57.50

5 12.0 to 12.5 tonnes 250,000 $ 62.50 310,000 $ 77.50

6 12.5 to 13.0 tonnes 300,000 $ 75.00 400,000 $ 100.00

7 13.0 to 13.5 tonnes 350,000 $ 87.50 500,000 $ 125.00

8 13.5 to 14.0 tonnes 400,000 $ 100.00 610,000 $ 152.50

9 14.0 to 14.5 tonnes 450,000 $ 112.50 740,000 $ 185.00

10 14.5 to 15.0 tonnes 500,000 $ 125.00 880,000 $ 220.00

11 15.0 to 15.5 tonnes 550,000 $ 137.50 1,030,000 $ 257.50

12 15.5 to 16.0 tonnes 600,000 $ 150.00 1,200,000 $ 300.00

13 16.0 to 16.5 tonnes 650,000 $ 162.50 1,380,000 $ 345.00

14 16.5 to 17.0 tonnes 700,000 $ 175.00 1,580,000 $ 395.00

15 17.0 to 17.5 tonnes 750,000 $ 187.50 1,810,000 $ 452.50

16 17.5 to 18.0 tonnes 800,000 $ 200.00 2,000,000 $ 500.00

17 18.0 to 18.5 tonnes 850,000 $ 212.50 2,300,000 $ 575.00

18 18.5 to 19.0 tonnes 900,000 $ 225.00 2,600,000 $ 650.00

19 19.0 to 19.5 tonnes 950,000 $ 237.50 2,900,000 $ 725.00

20 19.5 to 20.0 tonnes 1,000,000 $ 250.00 3,200,000 $ 800.00

21 20.0 to 20.5 tonnes 1,050,000 $ 262.50 3,600,000 $ 900.00

22 20.5 to 21.0 tonnes 1,100,000 $ 275.00 4,000,000 $ 1,000.00

TTTAAASSSKKK 222---999::: DDDEEEVVVEEELLLOOOPPP AAANNNNNNUUUAAALLL AAANNNDDD MMMUUULLLTTTIII---YYYEEEAAARRR WWWOOORRRKKK

PPPRRROOOGGGRRRAAAMMMSSS AAANNNDDD BBBUUUDDDGGGEEETTTSSS

GGEENNEERRAALL The annual work program defines the kinds and amounts of work planned based on the

inventory, quantity standard decisions, resources identified and productivity estimates.

Hourly rates and unit costs for labor, equipment and materials are used to develop the


Appendix Page M 49

budget for the planned work. This work program and budget reflects management

decisions and objectives relative to the kinds and quantities of work to be performed.

This annual plan serves as the basis for the Maintenance Management organizing,

directing and controlling functions.

Preparation of the work program and budget is essentially an arithmetic process

combining the various planning components for each activity. In this report, the

calculations were performed by computer using a program that facilitates the changing

of information and the analysis of alternative program elements.

This Proposed Work Program and Budget for Kandal Province was developed on the

basis of the PPWD’s best estimate of the maintenance work that needs to be done. It is

considered to be realistic yet unconstrained. Only the maintenance needs were

considered at this stage of the process. When the Province is informed of the resources

(funds) available for maintenance, the program will be modified to meet the budget.

That work contained in this report that will not be done because of a shortage of

resources will be contained in a Deferred Maintenance Report that will advise of the

impact on maintenance of the funding decisions.

The Proposed Work Program and Budget is $1,696,255 for the next year. These are the

proposed fund requirements for the activities themselves. Additional funds are required

for the administration of the PPWD office for such things as equipment maintenance,

engineer and administration staff, office equipment and the like. The Proposed Work

Program and Budget is shown Table M 12.

Table M 12: Kandal Work Program and Budget

Activity Code Cat Name

Annual Work

Quantity Unit Total Cost

N1 MAIN NATIONAL ROADS IN KANDAL

1100 RO Patch Bituminous Pavement 917 Sq m $ 26,851

1170 RO Patch Macadam Pavement 17,940 Sq m $ 286,861

1200 RO Grade Shoulder 311 Km $ 15,148

1900 RO General Roadway Maintenance 500 MH $ 17,495

2100 RO Clean Ditches 193,200 Lm $ 25,147

3100 RO Clean Culverts 124 Ea $ 2,884

3130 RO Repair Culverts 12 Ea $ 7,811

3150 PE Install Pipe Culvert 3 Ea $ 21,868

3200 RO Repair Bridge 8,300 MH $ 81,056

4150 RO Control Vegetation 621 Km $ 25,416

4500 RO Pickup Trash 1,864 Km $ 25,357

165 Km $ 535,894

$ 3,242

N2 OTHER NATIONAL ROADS IN KANDAL




Appendix Page M 50

Activity Code Cat Name

Annual Work

Quantity Unit Total Cost

1250 RO Light Grading 253 Km $ 8,966

1260 PE Heavy Grading 40 Km $ 20,276

1270 PE Heavy Grading - Special 65 Km $ 159,001

1300 PE Regravel Road 42 Km $ 312,577









111 Km $ 693,411

$ 6,236

N3 PROVINCIAL ROADS IN KANDAL












4500 RO Pickup Trash 792 Km $ 10,774

238 Km $ 466,950

$ 1,964

TOTAL OF NATIONAL ROADS IN KANDAL

1100 RO Patch Bituminous Pavement 917 Sq m $ 26,851







1900 RO General Roadway Maintenance 1,500 MH $ 52,485






4150 RO Control Vegetation 1,220 Km $ 78,336


514 $ 1,696,255

$ 3,298


Appendix Page M 51

TTTAAASSSKKK 222---111000::: PPPRRRIIIOOORRRIIITTTIIIZZZEEE PPPEEERRRIIIOOODDDIIICCC MMMAAAIIINNNTTTEEENNNAAANNNCCCEEE PPPRRROOOJJJEEECCCTTTSSS Certain maintenance activities are major in scope and are accomplished less than once

a year. These activities are best accomplished as projects. In Kandal the activities

below are periodic maintenance activities which should be planned and accomplished as

projects:

Table M 13: Periodic Maintenance Activities

Code Activity

1300 Regravel Road

1400 Seal Paved Road

1450 DBST Gravel Road

1500 Overlay Asphalt Pavement

1550 Rehabilitate Asphalt Road

1570 Rehabilitate Gravel Road

1580 Rehabilitate Earth Road

3150 Install Culvert

In Kandal there are proposed projects for 1300 Regravel Road, 1450 DBST Gravel

Road, and 3150 Install Culvert. The figure below shows the projects for each of these

activities.

The planning and execution of these projects would be accomplished as any project

beginning with an adequate design and specifications, suitable contract documents, and

competitive bidding. In Maintenance Management work and progress on these projects

would be reported under the type of activity in which they were programmed initially i.e.

1300 Regravel Roads.

Table M 14: Prioritized Maintenance Activities in Kandal Province

1300 Regravel Laterite Road

NR 104 9.00 km

NR 105 7.00 km

NR 101 24.15 km

Eastern Bassac River Road 26.85 km

Mekong Eastern Rd Preak Tameak - Kampong Ampel 21.00 km

TOTAL 88.00 km


Appendix Page M 52

1450 DBST Gravel Road

NR 101 19.05 km

Eastern Bassac River Road from Phnom Penh 8.72 km

Urban Road 115 2.60 km












TOTAL 36.00 km

3150 Install New Pipe Culverts

NR 101 (Leuk Dek) 6 Each

Mekong Eastern Rd Preak Tameak - Kampong Ampel 6 Each

TOTAL 12 Each

CCOONNTTRRAACCTTIINNGG MMAAIINNTTEENNAANNCCEE WWOORRKK

GENERAL WORK DISTRIBUTION:

Based on the seasons in Cambodia the proposed work was distributed across the year.

This resulted in a proposed work calendar as shown below. As is evident from the

examining the work calendar and the workload distribution char below, the resource

requirements are very much out of balance. There are several ways to deal with this

resource imbalance:

1. Staff for the peak load and layoff when the workload is reduced.

2. Staff for the reduced workload and hire temporary workers during peak

season and hire additional equipment.

3. Staff for the reduced workload and contract out the peak work to commercial

firms.

4.


Appendix Page M 53

Figure M 24: Work Load Distribution

Work Load Distribution

0

1000

2000

3000

4000

5000

6000

1 2 3 4 5 6 7 8 9 10 11 12

Months

Man

Days

Contract Work

Force Account

CONTRACTING OUT:

For Kandal Province the third option is recommended. As shown on the above chart, an

organization capable of doing 800 man days of work each month is recommended. All

other work would be contracted out. The details of the organizational changes

recommended are discussed in a following section. Many of the work activities are

suitable for contracting in addition to the periodic maintenance projects described in the

previous section. The Kandal PPWD Staff would continue to perform emergency work

and would perform those activities that can be accomplished throughout the year such

as vegetation control and minor bridge maintenance. There are three types of contracts

that are recommended to be employed in Kandal Province.

Unit Rate / Indefinite Quantity Contracts:

In this type of contract, one or more contractors are employed on a unit cost basis. The

contractor is guaranteed a minimum amount of work and is assigned work on a task by

task basis. Patching potholes, Repair of culverts, Minor bridge repair are all activities

that are amenable to this type of contract.

Condition Evaluation Contracts (Performance Based Contracts):

In this type of contract, contractors are hired to perform routine recurring tasks that

where inspection of the feature condition is sufficient to indicate satisfactory

performance. Vegetation Control, Litter Pickup, and Culvert Cleaning all lend

themselves to this type of contract. A monthly inspection of the condition of the

maintained feature serves as validation for payment of 1/12th of the annual contract

amount.

Lump Sum Project Contracts:


Appendix Page M 54

This is the typical type of contract and is suitable for projects that have a definite

beginning and end. Regraveling of roads, Rehabilitation of Gravel Roads, DBST of

Roads, and Installation of Culverts are examples of activities that should be contracted

using this form of contracts. Table 16 below shows the activities and the type of

contracts recommended for consideration.

Table M 15: Contract Types Suitable for Activities

Table M 16: Division of Work by Force Account and Contract by Activity

Activity Description Crew Size Force Acct Contract Force Acct Contract

PATCH BITUMINOUS SURFACE 7 0 4 0 28PATCH MACADAM SURFACE 9 18 144 162 1296GRADE SHOULDERS 3 8 58 24 174GRADE EARTH/GRAVEL ROAD 1 32 158 32 158HEAVY GRADING 11 0 40 0 440

REGRAVEL ROAD 12 0 341 0 4092DBST GRAVEL ROAD 14 0 57 0 798REHAB GRAVEL ROAD 28 0 262 0 7336GENERAL ROADWAY MAINTENANCE 1 148 35 148 35CLEAN DITCHES - HAND 12 40 183 480 2196CLEAN CULVERT 12 25 40 300 480

REPAIR CULVERT 8 21 31 168 248INSTALL PIPE CULVERT 12 0 45 0 540REPAIR BRIDGE- MINOR 6 95 159 570 954CONTROL VEGETATION 12 60 241 720 2892PICKUP LITTER 7 153 480 1071 3360

Total 3675 25027

Force Account Staff 15

Crew Days Person Days

Contract Types Suitable for Activities

Code Category Title

Force

Account

Indefinite

Quantity

Condition

Evaluation

Lump Sum

Project

1100 RO PATCH BITUMINOUS SURFACE x

1150 RO PATCH GRAVEL SURFACE x x

1170 RO PATCH MACADAM SURFACE x x

1200 RO GRADE SHOULDERS x x

1250 RO GRADE EARTH/GRAVEL ROAD x x x

1300 PE REGRAVEL ROAD x

1400 PE SEAL PAVED ROAD x

1450 PE DBST GRAVEL ROAD x

1500 PE OVERLAY ASPHALT PAVEMENT x

1550 CN REHAB ASPHALT ROAD x

1570 CN REHAB GRAVEL ROAD x

1580 CN REHAB EARTH ROAD x

1600 PE STRIPE PAVEMENT x x

1900 RO GENERAL ROADWAY MAINTENANCE x x

2100 RO CLEAN DITCHES - HAND x x

2150 RO CLEAN DITCHES - MACHINE x

3100 RO CLEAN CULVERT x x

3130 RO REPAIR CULVERT x x

3150 PE INSTALL PIPE CULVERT x

3200 RO REPAIR BRIDGE- MINOR x x

3900 RO GENERAL STRUCTURE MAINTENANCE x x

4100 RO CUT ROADSIDE GRASS x x

4150 RO CONTROL VEGETATION x x

4200 RO REPAIR /INSTALL ROAD SIGN x x

4300 RO REPAIR / INSTALL KM MARKER x x x

4400 RO REPAIR / ERECT BUS SHELTER x

4500 RO PICKUP LITTER x x

4900 RO GENERAL ROADSIDE MAINTENANCE x x


Appendix Page M 55

The contract portion is recommended to be accomplished through 9 contracts as shown

in Table M 17.

Table M 17: Recommended Contracts by type

Number Of Recommended Contracts By Type And Activity

Activities Type of Contract No. of Contracts

Value of each Contract

Patch Bituminous and Macadam Surface

Indefinite Quantity 1 $275,000

Grade Shoulders, Grade Earth/Gravel Road, Heavy Grading

Condition Evaluation 1 $70,600

Regravel Roads Lump Sum Project 2 $240,000

DBST Gravel Roads, Rehab Gravel Roads

Lump Sum Project 2 $450,000

Clean Ditches, Clean Culvert, Control Vegetation, Litter Pickup

Condition Evaluation 2 $30,000

Repair Culvert, Install Culvert, Minor Bridge Repair

Indefinite Quantity 1 $102,500

Totals 9 $1,888,100

TTTAAASSSKKK 222---111111::: DDDEEEVVVEEELLLOOOPPP SSSUUUGGGGGGEEESSSTTTEEEDDD MMMAAAIIINNNTTTEEENNNAAANNNCCCEEE

OOORRRGGGAAANNNIIIZZZAAATTTIIIOOONNN

GGEENNEERRAALL The existing approved organization is shown in Figure M 25. This organization is not

fully staffed at this time but it was used as the base for the revised organization structure

show in Figure M 26. This revised organization structure is only for the road and bridge

maintenance operations. Other assigned responsibilities (The Transport Office) remain

as shown on the existing organization chart.

The purpose of the proposed organization structure is to have an organization capable

of developing and managing road maintenance contracts with only a small emergency

in-house force for minor repair.


Appendix Page M 56

SSTTAAFFFFIINNGG The organization as shown on Figure M 26 reflects the management and labor

resources required to manage the Maintenance Program as described above with the

division of work between contract and force account. A brief description of each office is

described below.

OFFICE OF THE DIRECTOR:

The Director is responsible for the overall direction to the PPWD staff to ensure that

policies are followed, and that the work is in accordance with approved plans and

budgets. He ensures that the road and bridge maintenance plans are developed in

consonance with the instructions and objectives formulated by the Minister of Public

Works and Transport.

He is responsible for providing day to day general direction to the staff and for keeping

the Minister informed of progress through the regular submission of reports.

He approves and submits annual plans to the Minister and is prepared to present

arguments for his program when required. He formulates and prepares initial feasibility

studies for capital improvement projects for the province beyond his capability to execute

and submits these to the Minister for consideration.

DEPUTY DIRECTOR FOR OPERATIONS

The Deputy Director for Operations is responsible for the physical execution of road and

bridge maintenance works whether accomplished by Force Account or by Contract.

Through the assigned staff sections, the Deputy Director plans the annual maintenance

and rehabilitation work, organizes the work into projects, contracts and force account,

directs and inspects work accomplishment, and monitors the performance of work

against the plan and reports to the Director on the progress of planned work.


Appendix Page M 57

Figure M 25: Organization of PPWD Kandal Province


Appendix Page M 58

Figure M 26: Suggested Management of Road and Bridge Maintenance

ROAD / BRIDGE MAINTENANCE SECTION

This section accomplishes force account operations for the PPWD. They accomplish

work as shown on Figure M 26. They are primarily responsible for 2 areas of operations.

They have a bridge maintenance crew to repair minor damage to bridges on a routine

and emergency basis. They accomplish emergency repairs in all areas and supplement

contract forces where necessary. The equipment required is available in the PPWD

except for the pickups required to transport people, tools, engineers and inspectors to

the job site.

THE TECHNICAL OFFICE

The Technical Office is supervised by a Senior Engineer who is responsible for the

effective operation of the 4 sections shown on Figure M 26. These sections are:

MAINTENANCE MANAGEMENT:

The Maintenance Management Section:

Suggested Organization for Kandal to Manage Road Bridge Maintenance

(Includes recommended annual salaries)

6 Light Equip Operators$3,600 / oper

3 Heavy Equip Operators$3,600 /oper

8 Laborers$2,400 / Laborer

2 Mechanics$2,400 / Mech

Road / Bridge Maintenance

1 Maintenance Supervisor $6,0001 Clerk $2,400

Maintenance Management

1 MMS Clerk $3,6001 Contract Specialist $3,600

Engineering

2 Road/Bridge Eng $7,200 / Eng1 Draftsman /CAD Oper. $3,600

Surveying

3 Road Survey Tech. $3,600/TechCondition Assessment

3 Inventory Tech. $3,600/Tech

Inspection /Work Requests / Contracts

1 Senior Inspector $4,8001 Clerk / Secretary $2,400

5 Work/Contract Inspectors $3,600/Inspect.

Technical Office

1 Supervisory Eng $8,4001 Secretary $2,400

Deputy Director

Operations

1 Dep Dir $15,0001 Secretary $2,400

Personnel

1 Senior Personnel Clerk $4,8002 Personnel Clerks $ 2,400 / Clerk

Accounting

1 Senior Acct. $4,8002 Acct. Clerks $3,600

Contract Management

1 Senior Contract Spec. $4,8002 Contract Spec. $3,600 / Spec.

Administration

1 Senior Administrator $4,8002 File Clerks $2,400 / Clerk

1 Secretary $2,400

Deputy Director

Admin / Finance

1 Dep Dir $15,0001 Secretary $2,400

Office of the Director

1 Director $20,0001 Secretary $3,600


Appendix Page M 59

Compiles the annual maintenance program approved by the MPWT into the

computer,

Updates the activities as necessary

Inputs work accomplishment reports into the computer

Prepares evaluation reports for use by management

For contracts, formats information from the contract reports and inputs data

into the computer for preparation of monthly reports.

ENGINEERING

The Engineering Section:

Prepares engineer plans and estimates for maintenance work,

Reviews and updates inventory condition data

Develops requirements for the surveying section

Formulates the draft annual maintenance program for the PPWD

Coordinates and reviews plans prepared by others for maintenance contracts

Recommends contract requirements for the Province

SURVEYING

The Surveying Section:

Surveys project sites as directed by the Senior Engineer

Performs semi-annual condition assessments of all national roads / bridges /

and other structures in the PPWD.

Collects other planning data as required by the Senior Engineer

INSPECTION/WORK REQUESTS/CONTRACTS

This section:

Inspects Force Account Work for quantity and quality.

Assists the Foremen in completing daily crew day cards

Inspects roads and structures weekly documenting work required and

submitting work requests to the Senior Engineer


Appendix Page M 60

Inspects contract work as required by the contract to ensure quantity and

quality specifications are being met.

Prepares work accomplishment reports for input into the computer.

THE DEPUTY DIRECTOR – ADMINISTRATION / FINANCE

The Deputy Director for Administration / Finance is responsible for the administration of

the PPWD including the preparation, execution, and management of contracts. He

manages personnel actions, the preparation of correspondence, and the official files of

incoming and outgoing correspondence and submission of reports to the MPWT. He is

responsible for compiling the annual work programs and budgets, coordinating input

from the Deputy Director – Operations. In the Financial area, he is responsible for

developing annual financial requirements, accounting for funds received, and ensuring

funds are disbursed in accordance with approved programs and policies. He is

responsible for the preparation of contracts, advertisement for bids, evaluation of bids,

award of contracts and preparation of requests for payment to contractors for work

invoiced. He accomplishes his responsibilities through the Personnel, Accounting, the

Contract Management and the Administration offices as shown on Figure M 26.

MMAAIINNTTEENNAANNCCEE MMAANNAAGGEEMMEENNTT TTRRAAIINNIINNGG The Team recognizes that while an approach to managing maintenance may be

prepared and presented to the MPWT, implementation of the system depends upon

having trained engineers and technicians who can assist the provinces in installing the

system, developing annual work programs and budgets, scheduling and reporting work,

and evaluating the condition of the road network.

The WSA team has trained selected individuals in the techniques and skills needed to

assist management in the planning and management of maintenance operations. The

subjects taught were:

• Use of the personal computer

• Use of GPS tracking and mapping systems

• Conduct of road and bridge inventory and condition assessment

• Identification of significant required maintenance activities

• Development of realistic maintenance Quantity Standards

• Development of effective maintenance crew composition


Appendix Page M 61

• Estimation of maintenance crew average daily production for each activity

• Analysis of work to decide whether contract or force account should be used

• Preparation of annual work programs and budgets for road and bridge

maintenance

• Balancing workload for most effective operations

• Scheduling work

• Inspecting work and developing work requests

So far 6 engineers have been trained. The team is now in the position that if time and

funds were available that an effective maintenance management system could be

implemented throughout the Kingdom.

TTTAAASSSKKK 222---111222::: RRREEEVVVEEENNNUUUEEE GGGEEENNNEEERRRAAATTTIIIOOONNN SSSTTTRRRAAATTTEEEGGGYYY It has been agreed with the Asian Development Bank that the Transport Sector Strategy

Study Team would address the issue of revenue generation for road and bridge

maintenance and rehabilitation.

FFIINNAANNCCIINNGG RROOAADDSS MMAAIINNTTEENNAANNCCEE Since the Inception Report for this TA it has been reported that the Ministry of Finance

has enacted legislation to increase fuel taxes effective 1 January 2002 to fund road

maintenance. There still remains some confusion on the use of the Road Maintenance

Fund.

In an interview with the Ministry of Economy and Finance (MEF) it was stated that the

rate of increase in fuel taxes (2¢ per liter of gasoline and 4¢ per liter of diesel effective 1

January 2002) was set to accumulate an estimated US$10 million annually, more as

what the market would bear rather than what road maintenance requires, which is

considerably more. Further, a release mechanism has yet to be developed as there is

concern over the ability to assure the effective use of the funds for road maintenance.

Finally, there seems to be confusion over what constitutes maintenance as opposed to

repair, rehabilitation and reconstruction. The funds have, therefore, been earmarked for

both investment and maintenance, raising concern that maintenance, once again, will

receive the short-end of resource allocations.

Although the figure of US$10 million for annual road maintenance was an estimate from

earlier projects, the length of maintainable roads has increased and their condition


Appendix Page M 62

deteriorated considerably so that a figure closer to US$40 to US$50 million annually will

be needed for road maintenance and repairs because of the poor condition of the road

network.

To address these issues, a special presentation of road maintenance nomenclature and

the work program of this TA have been being given to the MEF. They were also invited

to participate in the seminar on the 26th of March 2002.

The simple answer is the road users. The road network is a utility as much as the water

system or the electric power system. Users are charged for the use of those systems

based on the amount of the utility they use. Roads are really no different. Users should

pay for the use of the roads based on the amount of use. This charge should be

sufficient to cover all maintenance and operation costs of the road network. So you see

that while Government has the obligation to oversee the road network and to approve

the level of road use charge, Government need not expend government funds for the

maintenance.

How should one bill the user? The electric power system uses a meter on each

structure to measure the amount of electricity used by each consumer. The meter for

road use is the fuel gauge in each vehicle. The road use charge can be calculated by

the amount of fuel used by each vehicle. Large vehicles (trucks and buses) cause the

most damage to roads so they should be charged a higher rate. Since the larger

vehicles use diesel fuel, the road user charge on diesel should be higher than on petrol.

Adding surcharges on tons of cargo moved on the roads, using vehicle registration fees

and adding a surcharge to tourist accommodations can generate sufficient funds to

maintain the road network.

For the Kingdom of Cambodia an annual maintenance fund of approximately US$

45,000,000 is required. This could be raised as shown in the chart.

This is not a recommendation but an illustration of how the money could be raised

to meet maintenance needs.

A definitive revenue generation plan needs to be developed.


Appendix Page M 63

Table M 18: Possible Revenue Generation

Type of Charge Rate

US$

Based on Quantity Total Annual

Funds (US$)

Fuel Petrol .04/l 150,000,000 6,000,000

Fuel Diesel .14/l 250,000,000 35,000,000

Car Registration 5.00 150,000 750,000

Bus/Truck Registration 25.00 50,000 1,250,000

Tonnage charge 0.40 5,000,000 2,000,000

Total 45,000,000

TTTAAASSSKKK 222---111333::: DDDEEEVVVEEELLLOOOPPP OOORRRGGGAAANNNIIIZZZAAATTTIIIOOONNN AAANNNDDD OOOPPPEEERRRAAATTTIIIOOONNNAAALLL

TTTRRRAAANNNSSSIIITTTIIIOOONNN PPPLLLAAANNN

IIMMPPLLEEMMEENNTTAATTIIOONN OOFF MMAAIINNTTEENNAANNCCEE MMAANNAAGGEEMMEENNTT IINN AALLLL

PPRROOVVIINNCCEESS A selected technical assistance team should implement the system as follows:

1. The Consultant would conduct a week long workshop in each Provincial PPWD to

orient and train selected personnel in the MMS techniques

2. The Consultant would install the computer MMS program on a computer in the

PPWD with a program set up in general terms.

3. One of the trained local engineers on the Consultant’s team would stay in the

Province and assist the PPWD in editing the tasks and inventory to reflect what is in

the Province and would train PPWD personnel in the process of conducting

inventories and condition assessments. They would help the PPWD develop the

Annual Work Program and Budget, and would assist the PPWD in establishing a

work scheduling and work reporting system.

4. At the Ministry, the Consultant would develop the procedures for rolling up and

summarizing the annual plans and monthly progress reports from the provinces for

presentation to the Director General and the Minister.


Appendix Page M 64

TTRRAANNSSIITTIIOONN PPLLAANN The improvement of the maintenance management and planning capability throughout

the country will have to be accomplished step by step. Successful implementation of a

maintenance planning and management system and the subsequent execution of

improved maintenance depend upon several understandings and events.

First, the policies that will guide the accomplishment of road and bridge maintenance

must be in place, approved and understood to be the rules under which the road

management will be executed.

Second, an adequate source of maintenance funds must be available to manage. A

management system without resources will never be implemented. Indeed, there is no

requirement for improved planning and management of road and bridge maintenance

without resources to execute maintenance.

MMAANNAAGGIINNGG CCHHAANNGGEE Attention will also have to be given to the process of managing the change process from

an organizational approach which focuses on individual repair projects to one that

focuses on continual execution of maintenance activities. Every organizational change

moves through stages ranging from an initial stage of “This doesn’t make any difference

to me” through anger and rejection of any changes to final acceptance and, hopefully,

enthusiastic support. Understanding of these stages and applying the proper

management techniques is essential in implementing a successful change process.

The consultant recommends that to have a successful implementation of a road and

bridge maintenance management system, MPWT should:

• Declare and show continuing support for the system and the change process

at the highest levels in the Ministry.

• Set up and conduct on-going training for all personnel in the maintenance

management system to insure they understand why the system is being

implemented.

• Employ an outside consultant for the implementation process as this will help

defuse some conflicts in the process

• Set up a system of awards for successful implementation of maintenance

management.

• Use public relations techniques to publicize the implementation process.


Appendix Page M 65

• Require and use the reports generated by the MMS for management

purposes

Below is a step by step process for implementation of the change to maintenance

management. Steps 1 -5 establish the commitment and political will to implement

maintenance management. If these steps are not accomplished the implementation

process is doomed to failure. Steps 6 and 7 establish the requisite management

structure. Steps 8 – 20 implement the system and initiates use of maintenance

management and planning in MPWT

AA BBLLUUEE PPRRIINNTT FFOORR TTRRAANNSSIITTIIOONN Step 1. Approve Road Transport Policies, Principles, Procedures, Goal and

Objectives (See Appendix 5.2 Final Report – ADB TA 2416 – CAM).

Step 2. Approve the implementation of a maintenance management, inventory and

condition assessment system.

Step 3. Assure provision of sufficient funds to accomplish maintenance ($30 - $40

Million) – (Road User Charges)

Step 4. Approve method of execution of maintenance (contract, force account, or

combination).

Step 5. Confirm levels of authority between MPWT and PPWD.

Step 6. Staff and fund organization in each province to manage maintenance

management and execution as a commercial enterprise. (Management

Organization cost approximately $ 200,000 to $250,000 per year per province.

Road Authority office cost about $150,000 / year)

Step 7. Procure computer, GPS, software and mms system software (Estimated

$5000 / Province)

Step 8. Conduct training in:

Subtask 8.01 Contract management

Subtask 8.02 Maintenance Management

Subtask 8.03 Project Management

Subtask 8.04 MPWT Maintenance Policies, Principles and Procedures

Subtask 8.05 Inventory and Condition Assessment

Subtask 8.06 Project and contract inspection and measurement


Appendix Page M 66

Step 9. Identify and gazette all roads to be maintained by the MPWT Provincial Road

Departments

Step 10. Identify significant maintenance activities

Step 11. Conduct Inventory and Condition Assessment

Step 12. Determine levels of service or effort

Step 13. Develop Annual Work Program and Budgets

Step 14. Approve budgets (Begin execution of maintenance)

Step 15. Identify projects to be contracted

Step 16. Prepare designs and contracts for maintenance periodic projects

Step 17. Prepare, let, and award routine maintenance contracts

Step 18. Inspect contract work and certify contractor invoices for payment

Step 19. Schedule and execute force account work

Step 20. Report on work accomplished by contract and force account

TTTAAASSSKKK 222---111444::: SSSTTTUUUDDDYYY AAANNNDDD RRREEECCCOOOMMMMMMEEENNNDDD NNNAAATTTIIIOOONNNAAALLL HHHIIIGGGHHHWWWAAAYYY

IIINNNFFFOOORRRMMMAAATTTIIIOOONNN SSSYYYSSSTTTEEEMMM

IINNFFOORRMMAATTIIOONN CCOOMMMMUUNNIICCAATTIIOONN AANNDD MMOONNIITTOORRIINNGG OOFF TTHHEE RROOAADD

NNEETTWWOORRKK It is essential that senior management in the Ministry of Public Works and Transport be

kept informed on the progress of maintenance, the measures of accomplishment versus

the plan, and the expenditure of maintenance budgets. It is also necessary that

management be kept informed on the condition of the roads and bridges and to be

aware when and where problems occur.

To gain the confidence of the public in the road maintenance program, it is desirable to

have a way for the public to communicate with the Ministry to pass on observations,

comments and complaints regarding the national roads. Plus a method of informing the

public where road problems exist or where on-going maintenance work is being

accomplished is important.

To meet these requirements the Consultant is preparing the following for execution by

the MPWT:

1. A web-site that will serve a wide variety of purposes among which are:


Appendix Page M 67

a. Information about on-going maintenance and rehabilitation work

b. Information about up-coming projects and opportunities for local contractors

c. Information about the status of roads province by province.

d. A system for receiving reports from the field on road operations and to allow the

public to provide feedback.

2. A system of summarizing the progress data from the provinces for submission to

senior management.

3. A system of receiving bi-weekly work schedules from the provinces and publishing

information about road interruptions due to maintenance in the local newspapers.

4. A public relations program to provide positive information about the road network to

the media.

5. A telephone hotline that the public can use to call in road and bridge problems,

flooding and other road or bridge related incidents.

TTTAAASSSKKK 222---111555 IIINNNTTTEEERRRIIIMMM RRREEEPPPOOORRRTTT AAANNNDDD WWWOOORRRKKKSSSHHHOOOPPP IIIIII The Stage 2 tasks were described and results presented in the Interim Report that was

submitted 14th March 2002. Workshop II was held on the 26th of March 2002. A separate

report called “Report on Workshop II” was submitted at the end of March.

Workshop I

Appendix

N

Cambodia: Strengthening Road Maintenance Workshop Summary Report- Maintenance Goals and Objectives Planning and Management Capabilities

1

Report on Workshop Presented to the Ministry of Public Works and Transport on Developing Maintenance Goals and Objectives

27 December 2001

1. Format and Purpose of Workshop This workshop is Task 2-1: Conduct Maintenance Vision / Goal Seminar of Stage 2 of ADB TA No. 3257 – CAM, Strengthening the Maintenance Planning and Management Capabilities at the Ministry of Public Works and Transport.

As part of the management by objectives approach to road maintenance, it is important to define early in the process a maintenance goal or vision of what the organization wants to attain within the next 5 years. The Goal focuses the attention of managers so that quantifiable realistic objectives can be developed that, if accomplished, will lead to the attainment of the Goal. The Consultant Team cannot develop this goal without the constructive input from the maintenance professionals in the MPWT; therefore, a workshop was conducted with the MPWT to instruct the participants on how to develop a maintenance goal and then to solicit, through their participation in work groups, their ideas as to what a national maintenance goal should contain.

In addition, this was an opportunity to present to a broad cross section of the road maintenance professionals the overall structure and scope of the project and to bring them up to date on the progress so far. This also presented an opportunity to present demonstrations of some of the interesting and effective tools being used in the project such as maps generated by GPS (Geographic Positioning System) showing preliminary road conditions as a function of safe comfortable driving speed, and the computerized maintenance management software system being used to develop the maintenance management system in Kandal Province.

This workshop helped to foster better communication between the participants and the Consultant Team plus provided an excellent opportunity for the Director of Road Infrastructure and the Director General to discuss the importance of a well managed road maintenance program with the participants from the provincial road departments.

The Workshop was conducted in Khmer and English using PowerPoint on 2 projectors simultaneously. The simultaneous translation process slowed the presentation somewhat, but still the overall flow was preserved and excellent communication was established between the presenters and the participants.

2. The Overview and Description of the Project After an introduction and welcome by Director General H.E. Chhin Kong Hean, Mr. Gerald Scott, Team Leader of the WSA Consultant Team presented an overview and the objectives of the Strengthening Maintenance Planning and Management at the Ministry of Public Works Project. Mr. Scott discussed the objectives of the project and the workshop. He outlined the project schedule and presented the organization of the Consultant’s team to the participants. The overall ADB Country Strategy was discussed and how this project related to that strategy. Mr. Scott presented the team’s initial findings as contained in the project inception report concentrating on the results of the Kandal road inventory and condition assessment.


2

3. Demonstration of the Road Condition Survey by Travel Speed Mr. Tim Collett, Team Road Engineer, provided a demonstration of a novel and inexpensive technique to determine initial road conditions through measurement of comfortable travel speeds. Using digitized versions of existing maps of Cambodia, an inexpensive GPS, and easily procured mapping software, Mr. Collett trained Cambodian engineers in how to conduct a condition survey based on travel speed. The product of this condition survey is a map colored-coded for travel speed. It is possible to highlight individual trouble spots as well as to indicate overall road condition relative to other roads being surveyed. (See Appendix 3 for an example of the map). The audience enthusiastically received this demonstration and expressed interest in expanding the use of this technique throughout the country.

4. Discussion of Maintenance Goals and Objectives Mr. Jan Coester, Team Maintenance Specialist, led a discussion of Maintenance Goals and Objectives. It is the purpose of the project to develop a system to manage and plan maintenance operations efficiently and effectively. The approach the Consultant is taking is to use the basic principle of management by objective. This approach begins by the development of an overall goal (or vision or mission statement) so that everybody understands the foundation and the purpose of all future actions. Mr. Coester used the analogy of taking a trip where the first thing that must be decided is where you want to go. Once you decide where you want to go then you can decide how you want to get to your destination. During the workshop it was emphasized that while the Consultant can advise on what should be considered in developing the goal, ultimately it is the responsibility of MPWT to decide on what the maintenance goal should be.

What the goal might contain and how to go about developing a goal was discussed with the participants. To assist the participants with their thinking, the vision of the Minister of Public Works and Transport was presented along with the transport-related national development goals, objectives and policy. It was also emphasized that the goal should be short so that all personnel could remember the goal and thus when formulating objectives, tasks, or projects; focus would remain on the goal.

After the concept of developing a maintenance goal was discussed, the participants were divided into 4 groups and instructed to develop a recommended national maintenance goal. After maintenance goals were developed by the four groups, the combined groups discussed them. The groups were given one and a half hours to formulate their goals. During the lunch break, the individual submissions by each group were converted to slides for discussion. After lunch, each group presented their ideas on what a maintenance goal for the nation should contain. It was pointed out in the subsequent discussion that all the groups tended to present ideas that would better be contained in individual objectives. What did come out of the discussion, however, was a sense that the participants felt the roads needed to be developed and maintained for the people – not some intangible economic benefit, but the very real purpose of providing better access and services for the citizens of Cambodia.

The Consultants complimented the participants on this humanistic approach and assured them that their concerns would be included in the draft maintenance goal submitted to the Director General for approval. The enthusiasm and hard work shown by all participants was most encouraging and boded well for the successful implementation of a maintenance management system.


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P l a n n i n g

O r g a n i z i n g

D i r e c t i n g



Development of Maintenance Objectives was briefly discussed. It was pointed out that the objectives:

Must contribute to the attainment of the goal,

Must be quantifiable so that progress or performance can be measured, and

Should be expressed for the medium term of 2-5 years.

Sample objectives were presented and the participants were informed that once the goal was defined they would be asked to submit suggested maintenance objectives.

5. An Overview of the Maintenance Management System (MMS) Mr. Coester presented an overview of the approach to Maintenance Management that will be developed in Kandal Province. If the approach is satisfactory and when the system is fine tuned for Cambodia, the Maintenance Management System (MMS) will be implemented in the other provinces.

The basic management cycle is:

Planning is the process to develop a work plan and budget that reflects decisions and objectives for work activities. This process includes the development of several planning elements that are organized and compiled into the work program and budget. These elements are:

Organization data

Activities

Inventory and Condition Assessment

Quantity Standards (Level of Service)

Planning Guidelines

Resources and Unit Costs


4

Organizing elements are:

Workload Distribution

Work Calendar


Workload distribution procedures are used to allocate the total annual work program to the months the work will or should be preformed. The need for staffing to match seasonal workload variations is readily apparent from this process. A work calendar to be used for preparing short-term schedules is provided. The monthly requirements for labor, equipment and materials needed to do the annual work program are identified.

Directing involves identifying and documenting work needs, preparing short-term work schedules and assigning work to the staff. This involves the use of:

1. Work Calendar Status Reports

2. Work Requests and Backlog Reports

3. Knowledge of the other factors affecting maintenance activities

Controlling consists of monitoring the progress of work performed and the condition of the road network in comparison to the plan, and taking action to direct or redirect future efforts. Procedures are provided for collecting, evaluation and using work performance data reported by field personnel.


Resource RequirementsResource

Requirements FieldPerformance

FieldPerformance


Distribution







Action


Action

Work Reporting

Work Reporting




Work Scheduling and Assignments

Work Scheduling and Assignments

WorkActivityWork

Activity

Level ofEffort

Level ofEffort


Assessment


Assessment

ResourceData

ResourceData


GuidelinesAnnual


AnnualWork Program

& Budget



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6. Summary and Conclusions Wrapping up the Workshop, Director General Chhin Kong Hean and Mr. Scott presented a summary of the discussions that had been held during the day.

They stressed the importance of developing a common national maintenance goal as well as developing a set of quantifiable maintenance objectives. The audience was thanked for their enthusiastic participation in the workshop. Furthermore, the Director General reiterated that roads are a major community asset and resource, which has been grossly neglected in the past. MTPW has the duty and resolve to maintain and restore this resource so that future generations of users including drivers, cyclists and pedestrians can begin to benefit from the improved road conditions. He stressed the value of good maintenance can be rediscovered with the emphasis on prevention and planning. The introduction of maintenance management techniques will be required to enable priorities and goals to be set and economic benefit to be demonstrated.

Mr. Scott noted that the quality of the contacts established during this Workshop gives the Consultant confidence in the commitment of the MPWT’s management to resolve the existing road maintenance dilemma. This Workshop succeeded in involving both headquarters and provincial levels of MPWT’s management in the process of formulating a vision and related objectives needed to introduce a road maintenance culture.

Both the Director General and Mr. Scott emphasized that training for maintenance has not received enough attention in the past. Training of provincial engineers and technicians is an essential part of this Project. There are different training needs for engineering managers, engineers, technicians, supervisors and operatives. The management of roads is likely to become more business focused with a strong customer influence as expressed by the participants.

A similar Workshop/Seminar will be held at the conclusion of the Second Stage of this Project on 12-13 March 2002 to discuss and clarify findings, conclusions and recommendations resulting from further assessment of maintenance activities at the provincial pilot-test site – Kandal Province.


Workshop I Agenda

MINISTRY OF PUBLIC WORKS AND TRANSPORT WORKSHOP AGENDA

Thursday, December 27,2001

"WORKSHOP ON DEVELOPING MAINTENANCE GOALS AND OBJECTIVES"

Participants: Ministry of Public Works and Transport (MPWT), Road Infrastructure Department, Heavy Equipment Center, Planning Department, Technical Research Center of Public Works and the Department of Public Works and Transport in Kandal, Takeo, Kampot, Prey Veng, Kampong Chham, Battam Bang, Kampong Chhnang, Krong Keb, Sihanouk Ville, Pursat, Siem Reap, Banteay Meanchey Province, Wilbur Smith Associates (WSA), ND Lea, Louis Berger group and SMEC International.

Location: Sunway Hotel, Phnom Penh

Workshop Schedule:

07:30-08:00 Registration at Ballroom III

08:00-08:15 Introduction of the workshop by H.E Chhin Kong Hean, Director General, General Department of Public Works and Transport

08:15-09:00 Overview of Straightening Maintenance Planning and Management at MPWT by Mr. Gerald T. Scott, Team Leader, Wilbur Smith Associates

09:00-09:30 Road Condition by Travel Speed Demonstration by Mr. Tim Collet, Road Engineer, Wilbur Smith Associates

09:30-10:00 Coffee Break

10:00-11:00 Developing a Maintenance Goal by Mr. Jan Coester, Maintenance Specialist, Wilbur Smith Associates

11:00-12:00 Work Group Development of Maintenance Goals by Mr. Lim Sidenine, Director of Road Infrastructure and Mr. Jan Coester, Maintenance Specialist, Wilbur Smith Associates

12:00-13:00 Lunch at Galleria

13:00-14:00 Group Discussion of Developed Maintenance Goals by H.E Chhin Kong Hean, Director General, Mr. Hong Sinara, Deputy Director of Road Department Region 1, Mr. Vong Piseth, Region 2, Mr. He Limseng, Region 3

14:00-14:30 Group Discussion of Maintenance Objective by Mr. Jan Coester, Maintenance Specialist, Wilbur Smith Associates

14:30-15:00 Coffee Break

15:00-16:00 Overview of Maintenance Management System by Mr. Jan Coester, Maintenance Specialist, Wilbur Smith Associates

16:00-17:00 Summary and Conclusion by H.E Chhin Kong Hean, Director General and Mr. Gerald T. Scott, Team Leader of Wilbur Smith Associates

WORKSHOP I SLIDES 27 December 2001

1

1

Ministry of Public Works and TransportMinistry of Public Works and Transport

Workshop on Maintenance Workshop on Maintenance

Goals and ObjectivesGoals and Objectives27 December 200127 December 2001

2

Workshop AgendaWorkshop Agenda0730 – 0800 Registration at Ballroom III0800 – 0815 Introduction0815 – 0900 Overview of Maintenance Planning and Management Project0900 – 0930 Road Condition by travel speed demonstration 0930 – 1000 Coffee / Tea Break1000 – 1100 Developing a Maintenance Goal1100 – 1200 Work Group development of Maintenance Goals1200 – 1300 Lunch1300 – 1400 Discussion of Developed Maintenance Goals1400 – 1430 Discussion of Maintenance Objectives1430 – 1500 Coffee / Tea Break1500 – 1600 Overview of Maintenance Management System1600 – 1700 Conclusions / Summary

3

Asia Development Bank Technical Assistance

Strengthening the Maintenance Planning and

Management Capabilities at the MPWT

Asian Development Bank TA No. 3257 - CAM

Asia Development Bank Technical AssistanceAsia Development Bank Technical Assistance

Strengthening the Maintenance Planning and Strengthening the Maintenance Planning and

Management Capabilities at the MPWTManagement Capabilities at the MPWT

Asian Development Bank TA No. 3257 Asian Development Bank TA No. 3257 -- CAMCAM

4

Objective:Objective:

�� To strengthen the capabilities of MPWT To strengthen the capabilities of MPWT to plan, manage and implement road and to plan, manage and implement road and bridge maintenance that is necessary to bridge maintenance that is necessary to protect the national road network protect the national road network investment.investment.

5

Technical Assistance Team:Technical Assistance Team:

ASIAN DEVELOPMENT

BANK


Tom Wright Vice President WSA - Bangkok

TEAM LEADER

Gerald Scott

ROAD / BRIDGE ENGINEER

Tim Collett

MAINTENANCE SPECIALIST

Jan Coester

INSTITUTIONAL SPECIALIST

Murray Osgood

Mr. Douk Bo Mr. Thon Chhorda Mr. Chheav Sokhim

Pheng Sovicheano Project Coordinator

Chhin Kong Hean Director General

General Department of Public Works

Local Counterpart Engineers

Team LeaderTeam LeaderGerald T. ScottGerald T. Scott

Maintenance SpecialistMaintenance SpecialistJan CoesterJan Coester

Road EngineerRoad EngineerTimothy CollettTimothy Collett

Institutional SpecialistInstitutional SpecialistMurray G. OsgoodMurray G. Osgood

6

Consultative Approach:Consultative Approach:

Nov 2001 Dec 2001 - Mar 2002 Apr - Jun 2002 Jul 2002

Inception

Report

Stage

Interim

Report

Stage

Draft Final

Report

Stage

Final

Report

�� Tripartite Consultation on InceptionTripartite Consultation on Inception Report Report

�� Workshop/Seminar on Maintenance Goals and Workshop/Seminar on Maintenance Goals and Objectives (Inception Report)Objectives (Inception Report)

�� Seminar on Maintenance Management Results Seminar on Maintenance Management Results at Kandal Province (Interim Report)at Kandal Province (Interim Report)

�� Seminar on Implementation of Maintenance on a Seminar on Implementation of Maintenance on a National Level (Draft Final Report)National Level (Draft Final Report)


2

7

�� Workshop Purpose:Workshop Purpose:

Introduce the basic maintenance planning andIntroduce the basic maintenance planning andmanagement goals adaptable to management goals adaptable to theCambodiantheCambodian context.context.

Discuss realistic maintenance management objectives Discuss realistic maintenance management objectives with MPWT’s headquarter and provincial management with MPWT’s headquarter and provincial management staff.staff.

8

ADB Country Operational ADB Country Operational

StrategyStrategy

9

ADB Country Operational StrategyADB Country Operational Strategy

Response to high transportation cost

Reestablish primary road network

Improve cost recovery and maintenance

Streamline transportation regulations

10

Institutional FocusInstitutional Focus

Capacity building at MPWT

Improved road maintenance

Facilitate government leadership of sector development

11

Investment Focus and TriggersInvestment Focus and Triggers

Focus:Rehabilitation and expand road network

Trigger:Adequate road maintenance operations and satisfactory performance on prior projects

12

Initial FindingsInitial Findings


3

13

National Level:National Level:�� Minister's Report emphasizes importance of Minister's Report emphasizes importance of

"permanent" maintenance of "roads just "permanent" maintenance of "roads just rehabilitated"rehabilitated"

�� Majority of Maintenance is done inMajority of Maintenance is done in--house by house by MPWT and PWD MPWT and PWD

�� The need for adequate and sustainable The need for adequate and sustainable maintenance of the national road network is maintenance of the national road network is recognized by MPWT recognized by MPWT

14

Provincial Level:Provincial Level:

�� Kandal Province is designated as pilot siteKandal Province is designated as pilot site

�� Maintenance / repair work is being done on Maintenance / repair work is being done on "Project or Ad Hoc Basis" There is no funding for "Project or Ad Hoc Basis" There is no funding for routine maintenanceroutine maintenance

�� Initial Road Condition Survey indicates that Initial Road Condition Survey indicates that

76 % of the surveyed roads are in 76 % of the surveyed roads are in unsatisunsatis--factory factory condition ( Conditions 2 to1)condition ( Conditions 2 to1)

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IMPASSABLE

ACTION POINT FOR RESTORATION

Essen

tial

Can

did

ate

Sati

sfa

cto

ry

Very

po

or

Po

or

Fair

Go

od

Excell

en

t

PERFECT

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Condition of Roads in Kandal Province in KilometresCondition of Roads in Kandal Province in KilometresTotal Excellent Good Fair Poor Bad Very Bad

Length 5 4 3 2 1 0

of Road

Kms Kms Kms Kms Kms Kms Kms

NR 001 Veal Sbovp Neak Loeng 52.5 8.7 39.3 4.3 0.2

NR 002 Daeum Mien Boeng Khyang 21.4 4.9 10.4 6.0 0.1

NR 003 Kampung Toul Chi Mau 11.9 6.8 5.1

NR 004 Kan Taok Damnak Ampel 17.4 2.2 2.8 11.2 1.3

NR 005 Prek Pneeeuk Prak Kdar 28.2 6.5 7.4 13.8 0.5

NR 006A Bak Khaeng Krang Svay 29.6 0.9 13.6 12.1 2.1 0.9

NR 006 Roka Kaong Pi Peam 4.3 2.5 1.8

165.2 3.1 16.3 50.2 68.0 26.8 0.8

NR 021A Ta Khmao Chrey Thum 75.1 3.0 16.3 45.6 10.2

NR 021B Ta Khmao Chhung Leap 11.8 3.7 6.2 1.9 0.0

NR 042 Baek Chan Odongk 24.3 8.4 11.0 4.7 0.1

NR 051 Veang Chas Dannak Ampil 38.5 0.5 29.9 8.1 0.0

NR 061 NR 005 NR 006 14.0 2.0 10.0 2.0

163.7 15.6 65.5 70.3 12.4

NR 101 NR 001 Pk 59 Kampong Kong 37.4 5.7 24.0 7.7

NR 104 Deykror Horm Kompong Toul 9.0 8.5 0.5

NR 105 Siem Reab Kompong Kantout 6.6 3.6 3.0

NR 130 Preaek Pnov Phnun Phteah B. 12.5 0.8 4.2 7.2 0.3

Bassac River Road 89.0 13.6 57.1 18.3

Preak Tameak to Kampong 21.0 0.6 3.6 13.2 3.6

Tror Pang Rolouce Road 2.9 0.1 0.5 1.8 0.5

Urban Roads Laterite 4.3 0.1 0.7 2.7 0.7

Urban Roads Macadam 10.0 1.4 3.2 4.6 0.8

Urban Roads A/C 5.6 0.8 1.8 2.6 0.4

198.3 7.4 36.3 121.7 32.9

527.2 3.1 16.3 73.2 169.7 218.8 46.0

Accumlative 3.1 19.5 92.6 262.3 481.1 527.2

Road # From To

17

Condition of Roads in Kandal Province in PercentCondition of Roads in Kandal Province in Percent

Total Excellent Good Fair Poor Bad Very Bad

Length 5 4 3 2 1

of Road

Kms Kms



NR 003 Kampung Toul Chi Mau 11.9 kms 57% 43%


NR 005 Prek Pneeeuk Prak Kdar 28.2 kms 23% 26% 49% 2%

NR 006A Bak Khaeng Krang Svay 29.6 kms 3% 46% 41% 7% 3%


165.2 kms 2% 10% 30% 41% 16% 0%

2% 12% 42% 83% 100% 100%

NR 021A Ta Khmao Chrey Thum 75.1 kms 4% 22% 61% 14%

NR 021B Ta Khmao Chhung Leap 11.8 kms 31% 53% 16% 0%


NR 051 Veang Chas Dannak Ampil 38.5 kms 1% 78% 21% 0%

NR 061 NR 005 NR 006 14.0 kms 14% 71% 14%

163.7 kms 10% 40% 43% 8%

10% 50% 92% 100%

NR 101 NR 001 Pk 59 Kampong Kong 37.4 kms 15% 64% 21%

NR 104 Deykror Horm Kompong Toul 9.0 kms 94% 6%

NR 105 Siem Reab Kompong Kantout 6.6 kms 55% 45%

NR 130 Preaek Pnov Phnun Phteah B. 12.5 kms 6% 34% 58% 2%

Bassac River Road 89.0 kms 15% 64% 21%

Preak Tameak to Kampong 21.0 kms 3% 17% 63% 17%

Tror Pang Rolouce 2.9 kms 3% 17% 63% 17%

Urban Roads Laterite 4.3 kms 3% 17% 63% 17%

Urban Roads Macadam 10.0 kms 14% 32% 46% 8%

Urban Roads A/C 5.6 kms 14% 32% 46% 8%

198.3 kms 4% 18% 61% 17%

4% 22% 83% 100%

Road # From To

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Provincial Level:Provincial Level:�� Preliminary survey conductedPreliminary survey conducted

243 of 400 km surveyed. Although roads are in better 243 of 400 km surveyed. Although roads are in better condition than expected:condition than expected:

(Rehabilitation or reconstruction required)(Rehabilitation or reconstruction required)22% Bad22% Bad

(Some rehabilitation work required in addition (Some rehabilitation work required in addition to routine maintenance)to routine maintenance)

54% Poor54% Poor(Increased routine maintenance)(Increased routine maintenance)22% Fair22% Fair(Only routine maintenance required)(Only routine maintenance required)2% Good2% Good


4

19

Basic Elements of a Maintenance Management Basic Elements of a Maintenance Management

StructureStructure

HIG

HW

AY

D

ES

IGN

RO

AD

AS

SE

T

CO

NS

TR

UC

TIO

N

TR

AF

FIC

MA

NA

GE

ME

NT

CO

NT

RA

CT

M

AN

AG

EM

EN

T

PEOPLE / KNOW-HOW / ASSETS

US

ER

SP

AR

TIC

IPA

TIO

N

FU

ND

ING

PR

IVA

TE

SE

CT

OR

CO

OR

DIN

AT

ION

MP

WT

\MO

EF

AS

SE

TM

AN

AG

EM

EN

T

MPWT.

SUSTAINABLE ROAD MANAGEMENT

20

Comment: To resolve the maintenance Comment: To resolve the maintenance

dilemma “Your eyes aredilemma “Your eyes are not much good not much good

if you imagination is if you imagination is notnot focused” M. focused” M.

Twain Twain

21

Condition Assessment by Travel Speed

Demonstration

22

Goals, Objectives, TasksGoals, Objectives, Tasks

GOAL – A vision for the Nation –The end of the journey

–OBJECTIVES – Quantifiable

measures which if met will attain the goal

TASKS – Activities which if accomplished will result in each objective being accomplished.

23

Why Have a Goal?Why Have a Goal?

The focus point for our efforts

The bedrock on which our objectives are based

Can and must be agreed by all Ministries

Is the basic rationale for developing plans and programs

Fund requests can and should be related to the Goal and associated Objectives

24

What Might a Goal Contain?What Might a Goal Contain?

Safety

Contribution to National Development Goals

All weather, all season accessibility

Reliability

Cost effectiveness

Financially self supporting

Aesthetically pleasing

Riding comfort


5

25

How to Develop a Maintenance How to Develop a Maintenance GoalGoal

Review and be familiar with National Developmental Goals

Perhaps a National Development Goal should be the Maintenance Goal

Brainstorm

The best and the brightest need to be involved

Keep the Goal to less than 50 words

26

Vision of the Ministry of Public Vision of the Ministry of Public Works and TransportWorks and Transport

“Rehabilitation and Reconstruction of Main

National Roads

“Linkage of these National roads with

neighboring and regional countries”

27

Developmental GoalsDevelopmental Goalsfrom Cambodia Ministry of Commercefrom Cambodia Ministry of Commerce

Central Focus for Development for next 5 years (2005?)

– Development of the rural areas

Basic Requirement

– Rehabilitation and Development of Road Network

– Rehabilitation and substantial improvement of primary road network

– Extension of secondary roads

28

Policy ObjectivesPolicy Objectivesfrom Cambodia Ministry of Commercefrom Cambodia Ministry of Commerce

Rehabilitation, maintenance, improvement and extension of the existing road network; – To prolong their use

– To meet adequately, safely and equitably the socio-economic development needs –

– To encourage and ensure domestic and international transport links by means of adequate and efficient road transport services for goods and passengers

29

Policy ObjectivesPolicy Objectivesfrom Cambodia Ministry of Commercefrom Cambodia Ministry of Commerce

Continue to upgrade road network and service standards

Reconstruction of international highways to international standards

Ensure maintenance of national and provincial roads, bridges, ferries and control/regulation of vehicles become self-financing from:

– Vehicle registration charges

– Tolls

– International transit charges

– Fuel levies

– Related taxes and duties

30

Additional Policy ObjectivesAdditional Policy Objectivesfrom Cambodia Ministry of Commercefrom Cambodia Ministry of Commerce

All provincial capitals should be accessible by road from Phnom Penh all year

All district centers should have roads with at least seasonal access to respective province centers


6

31

Bridge Development PolicyBridge Development Policyfrom Cambodia Ministry of Commercefrom Cambodia Ministry of Commerce

Add, replace, or repair bridges at such river crossings along the main road network,which constitute significant bottle necks in terms of either access or load capacity or both.

New bridges will be designed for load capacity of 40 tons

32

Thinking about the GoalThinking about the Goal

A sample goal to get you thinkingAn all weather National Road System providing safe,

reliable access to all major population centers and

border crossings.

33

Work GroupsWork Groups

Now we will divide into workgroups to formulate

a Road Maintenance Goal for Cambodia

34

Discussion of Suggested GoalsDiscussion of Suggested Goals

35

Road Maintenance ObjectivesRoad Maintenance ObjectivesEach objective must contribute to attaining the goal.

Objectives must be quantifiable. They must be expressed in terms against which progress can be measured

Focus on the desired output

Expressed for the medium term. 2-5 years

Should not be for specific projects unless the project is very large and focus on the project is required. For example, a major bridge over the Mekong.

36

A Sample ObjectiveA Sample Objective

Reduce road roughness on all paved roads by 30% by 2005

Or

Rehabilitate 500km of Main National Roads per year for 5 years

Or

Raise 1000km of road to 25yr flood level plus 0.5m by 2004


7

37

An Overview of the Maintenance Management

System

38

Planning

Organizing

Directing

Controlling

Management CycleManagement Cycle

39

Management UnitsManagement Units

Type name hereType title here




Maintenance Management Organization

AsphaltPavement

Sealed /Macadam

Gravel /Earth

RoutineMaintenance

AsphaltPavement

Sealed /Macadam

Gravel /Earth

PeriodicMaintenance

AsphaltPavement

Sealed /Macadam

Gravel /Earth

Rehab /Reconstruction

Maintenance Management

40

Maintenance Management Maintenance Management Information FlowInformation Flow




PerformanceField

Performance


Distribution







Action


Action

Work Reporting

Work Reporting




Work Scheduling and

Assignments

Work Scheduling and

Assignments

WorkActivityWork

Activity

Level ofEffort

Level ofEffort


Assessment


Assessment

ResourceData

ResourceData


GuidelinesAnnual


AnnualWork Program

& Budget


41

Maintenance ActivitiesMaintenance Activities

Activity Description1000 - Patch Potholes

The patching of potholes 10 to 20 cm in depth with

bituminous material. Includes marking, excavation

priming, patching, rolling and cleanup.

Work UnitTons Mix

Inventory UnitRoad Km

42





PerformanceField

Performance


Distribution







Action


Action

Work Reporting

Work Reporting




Work Scheduling and

Assignments

Work Scheduling and

Assignments

WorkActivityWork

Activity

Level ofEffort

Level ofEffort


Assessment


Assessment

ResourceData

ResourceData


GuidelinesAnnual


AnnualWork Program

& Budget



8

43

Quantity StandardQuantity Standard

The amount of annual work in an activity per unit of inventory

Example:

Activity: Grade Earth Road

Work Unit: KM of Earth Road

Inventory Unit: KM of Earth Road

Quantity Standard: 3KM of Earth Road / KM of Earth Road

44





PerformanceField

Performance


Distribution







Action


Action

Work Reporting

Work Reporting




Work Scheduling and

Assignments

Work Scheduling and

Assignments

WorkActivityWork

Activity

Level ofEffort

Level ofEffort


Assessment


Assessment

ResourceData

ResourceData


GuidelinesAnnual


AnnualWork Program

& Budget


45

Activity Guideline or Activity Guideline or Performance StandardPerformance Standard

The recipe for what mix of resources is required

to perform 1 crew day of work

Includes:

– Labor, Equipment and Material Required

– Average Daily Production of Crew

– Describes generally when in year work is to be

performed.

46





PerformanceField

Performance


Distribution







Action


Action

Work Reporting

Work Reporting




Work Scheduling and

Assignments

Work Scheduling and

Assignments

WorkActivityWork

Activity

Level ofEffort

Level ofEffort


Assessment


Assessment

ResourceData

ResourceData


GuidelinesAnnual


AnnualWork Program

& Budget


Cambodia: Strengthening Road Maintenance Summary Report Maintenance Goals and Objectives WorkshopPlanning and Management Capabilities

Map of Road Condition by Travel Speed

Map of Preliminary Road Condition determined by travel speed using GPS

Green to Red is fair to good road

Dark Blue to Black indicates bad road with spots that need immediate attention


Photos of Workshop I

Mr. Lim Sindeline, H.E. Chhin Kong Hean, Mr. Gerald Scott

Mr. Scott providing an overview of the TA project


H.E. Chhin Kong Hean discussing the importance of maintenance management

H.E. Chhin Kong Hean and Mr. Scott in conference at the tea break


Mr. Tim Collett describing the condition assessment process on the roads in Kandal Province

Mr. Jan Coester presenting an overview of the proposed Maintenance Management System for Kandal Province


Provincial Works Department directors and engineers attending the workshop

Provincial Works Department personnel attending the workshop

List of Participants forADB TA 3257-CAM: Strengthening the Maintenance Planning & Management

Capabilities at The Ministry of Public Works and Transport

Study on Workshop on Developing Maintenance Goals and Objectives 27 December 2001

Sunway Hotel, Phnom Penh, Cambodia

Morning Time

No Name Position 1 H.E Chhin Kong Hean Director General 2 Pheng Vichino Deputy Director 3 Lim Sedenine Director of Road Infrastructure 4 Mrich Heang Director Technical Officer 5 Kim Sereivong Director Technical Officer 6 By Banvilla Deputy Technical Officer 7 Hong Sinara D. Director of Road Dept Region 1 8 Vong Piseth D. Director of Road Dept Region 2 9 He Limseng D. Director of Road Dept Region 3 10 Kang Phirith Deputy Director PWWB 11 Kim Phun Deputy Director Planning 12 Soeng Sokong Deputy Director Planning 13 Ya Ra Senior Official Planning 14 Ly Sokthong Deputy Chife Officer 15 Chea Eang Deputy Chife Officer 16 Kong Sophal Staff Technical 17 Chea Hour Staff Technical 18 Chhour Chhun Leng Deputy Director P.W.D 19 On Raskmey Staff 20 Hem Sam Onn Staff Official of Technical Planning 21 Vong Dareth Director Officer 22 Ney Sona Deputy Chife of P.W.D 23 Um Ourk Deputy Chife of P.W.D 24 Thourk Sovath Director Officer 25 Lim Sambo Director Kampot 26 Mom Touch Deputy Director 27 Thun Sarawuth Deputy Chife Officer 28 Bouy Kai Deputy Director of P.W.D 29 Din Sarady Director Officer 30 Seng Porn Director Officer 31 Sok Srun Deputy Director Officer 32 Kleng Mao Staff Official 33 Ky Vyrin Deputy Director of P.W.D

No Name Position 34 Pheng Ra Technical Officer 35 Chan Sothan Staff Technical Officer 36 Chan Sothan Chife Planning Officer 37 Yim Vanna Chife of Section 38 Chan Noeun Director of P.W.D 39 Mak Sun Director Officer P.W.D 40 Chea Sanang Technical Staff 41 Hout Channa Director Officer P.W.D 42 Kang Peng Hak Deputy Director 43 Ching Kong Director Officer 44 Say Pechenda Deputy Director Officer 45 Heap My Staff Officer 46 Um Rattha Staff 47 Kim Sovann Deputy Director of P.W.D 48 Chea Sovanthoun Deputy Director Officer 49 Gerald T. Scott Team Leader 50 Thimothy Collett Road Engineer 51 Jan Coester Maintenance Specialist 52 Rim Sothy Secretary 53 Heng Tola Translator 54 Heang Vutha Translator 55 Hong Rany Office Clerk 56 Douk Bo Counterpart Engineer 57 Thon Chhorda Counterpart Engineer 58 Chheav Sokhim Counterpart Engineer 59 Bill Griffiths Team Leader 60 Hugh Anderson Team Leader

Workshop II Report

A

ppendix

O

Cambodia: Strengthening Road Maintenance Planning and Management Capabilities Workshop II Report

Page 1

PPPUUURRRPPPOOOSSSEEE OOOFFF WWWOOORRRKKKSSSHHHOOOPPP IIIIII

Workshop II, “Development of National Road Maintenance Management” is Task 2-14: The

Interim Report of Stage 2 of ADB TA No. 3257 – CAM, Strengthening the Maintenance

Planning and Management Capabilities at the Ministry of Public Works and Transport

(MPWT).

Purpose of Workshop II is to demonstrate the components of a basic road planning and

maintenance management system and to discus and outline the steps and measures

necessary for implementing permanent road maintenance. This workshop will hopefully

assist the MPWT in assuring a safe, durable, and attractive all weather national road

network which is maintained in a cost effective manner.

The workshop also helped to foster better communication between the participants and the

Consultant Team plus provided an excellent opportunity for the Director of Road

Infrastructure and the Director General to discuss the importance of a well managed road

maintenance program with the participants from the provincial road departments.

The Workshop was conducted in Khmer and English using PowerPoint on two projectors

simultaneously. The simultaneous translation process slowed the presentation somewhat,

but still the overall flow was preserved and excellent communication was established

between the presenters and the participants.

TTTHHHEEE OOOPPPEEENNNIIINNNGGG OOOFFF TTTHHHEEE WWWOOORRRKKKSSSHHHOOOPPP

The Director General H.E. Chhin Kong Hean opened the workshop and welcomed the

attendees. These included the greater majority of Provincial PWDs’, key management staff

of MPWT and several MEF staff as well as Mr. Yasushi Tanaka, Project Engineer from ADB

Headquarters and other distinguished guests from ADB Resident Mission, World Bank, ILO

and JICA.

The Director General described the important strides being made toward modernizing our

road maintenance planning and management technology. These new methods will help

identify problems, do a better job and identify the necessary resources, i.e. labor, equipment,

materials and funding

The Workshop was held to assist the Ministry in the development of an appropriate

maintenance planning and management process to preserve the national road assets.


Page 2

MPWT’s professional staff and managers participated in proceedings of the workshop in

view of implementing these new management techniques.

Figure 1: The Director General H.E. Chhin Kong Hean opening the Workshop

IIINNNTTTEEERRRIIIMMM RRREEEPPPOOORRRTTT SSSTTTAAAGGGEEE 222 WWWOOORRRKKKSSSHHHOOOPPP

Mr. G. Scott, Team Leader of TA ADB TA No. 3257 – CAM then outlined the purpose of the

Workshop to discuss the findings in the Interim Report. He described the background and

history of the Project. He emphasized the importance of Institutional Focus and purpose the

TA to do the following:

Provide the MEF the management framework needed for accountability and

transparency of work performance and resource consumption

Promote asset management techniques at all levels of the MPWT through

working examples of applied techniques.

Improve permanent maintenance planning and realization based on a national

road maintenance policy framework.


Page 3

SSSCCCOOOPPPEEE OOOFFF TTTHHHEEE PPPRRREEESSSEEENNNTTTAAATTTIIIOOONNN

Mr. Jan Coester, Team Maintenance Specialist outlined the scope of the presentation which

was to highlight the following questions:

Where do we want to get to?

Where are we now?

What needs to be done?

What is it going to cost?

How do we get it done?

RROOAADD AASSSSEETT VVAALLUUEE

The asset value of all the National Roads in Cambodia under the MPWT if all were in

excellent condition is estimated at $2.25 billion US dollars. In the existing condition it has

been estimated that the value is $900 million US dollars. That is only 43% of the maximum

asset value but is still a considerable amount. Without proper and effective spending on

maintenance this existing value will be further reduced.

Figure 2: Road Asset Value and Road Maintenance Budget


Page 4

TTHHEE GGOOAALL

Mr. Jan Coester restated the Goal of Maintenance Management which is:

“The goal is to provide a safe, durable, and attractive all-weather national road

network maintained in a cost effective manner.”


Preserve and conserve the value of the National Road Asset

Insure access to borders and markets for the citizens of Cambodia

To alleviate poverty,

Promote inter-country transport, and

Contribute to the quality of the tourism experience

MMAAIINNTTEENNAANNCCEE PPOOLLIICCIIEESS

The Road Maintenance Policies were outlined as follows:

Regravel roads every three years

Grade roads 3 times a year

Clean drainage structures once a year

Keep roads clear of trash, litter and vegetation

Repair all potholes within 14 days of being reported

Reseal roads every 7 years

Overlay paved roads when average deflections exceed 1mm

All PPWD’s submit annual maintenance program by 30 October

All PPWD’s will receive an approved maintenance program by 15 December and

1st quarter funding by 10 January

All accomplished work will be documented

All PPWD’s will submit monthly report to MPWT reporting work accomplished

Inventory and assess condition of roads and bridges annually.


Page 5

MMAAIINNTTEENNAANNCCEE PPRRIINNCCIIPPLLEESS

Road and bridge maintenance is a daily requirement. It cannot be left to emergency

restoration. Maintaining adequate drainage of the roads is the most cost effective

conservation action possible. Maintaining low road roughness (high riding comfort) has the

greatest impact on vehicle operating costs.

Maintenance Success Depends On

Road maintenance success depends on the following:

Funds/Cash Flow

A Realistic Maintenance Program

Commitment / Political Will / Ownership

Where Are We Now?

The existing condition of the road network is based on the road and bridge inventory carried

out in the pilot province of Kandal. Mr. Tim Collett, the Team Road Engineer introduced this

section.

CCCOOONNNDDDIIITTTIIIOOONNN IIINNNVVVEEENNNTTTOOORRRYYY

The Condition Inventory was accomplished by inspecting all the roads and bridges under

MPWT in Kandal Province. The following details noted were:

The road surface type, width, and condition

The shoulder type width and condition

Ditch depth, type and condition

Land Use and Development along the road

Cross Drainage Structures type, size and condition

Bridge type, spans, width and condition

A cheap $200 US dollar handheld GPS was used with the “TRACK” function to record travel

speeds. Approximately 250 kilometres of track could be recorded. These tracks are then

downloaded into either a laptop or desktop computer using two GPS Programs. FUGAWI

and Touratech QV. These speeds were then related to the condition using the following

graph in Figure 3.


Page 6

Figure 3: Condition Inventory Speed Graph

Pictures of each of the Primary Road Network in Kandal were shown and the condition

described. A Condition Chart for each road was shown as well as the combined Condition

Chart for all National Roads in Kandal is reproduced in Figure 4.

Excellent

Good

Fair

Poor

Bad

0.0 kms

50.0 kms

100.0 kms

150.0 kms

200.0 kms

250.0 kms

Figure 4: Condition Chart for all National Roads in Kandal


Page 7

This chart shows that the existing condition is skewed towards the “POOR” and “BAD”

condition categories. Proper maintenance would be targeted to improve those roads so that

the condition chart would match an ideal condition as shown in Figure 5.

Excellent

Good

Fair

Poor

Bad

0 kms

50 kms

100 kms

150 kms

200 kms

250 kms

300 kms

Figure 5: Ideal Condition Chart for Kandal.

WWWHHHAAATTT NNNEEEEEEDDDSSS TTTOOO BBBEEE DDDOOONNNEEE???

Mr. Jan Coester took over the presentation again and outlined the steps that need to be

taken so that Maintenance Goal can be achieved.

TTHHEE MMAANNAAGGEEMMEENNTT CCYYCCLLEE

The Management Cycle consists of four aspects Planning, Organizing, Directing and

Controlling as shown in Figure 6.


Page 8

P l a n n i n g

O r g a n i z i n g

D i r e c t i n g



Figure 6: Management Cycle




PerformanceField

Performance


Distribution







Action


Action

Work Reporting

Work Reporting




Work Scheduling and

Assignments

Work Scheduling and

Assignments

WorkActivityWork

Activity

Level ofEffort

Level ofEffort


Assessment


Assessment

ResourceData

ResourceData


GuidelinesAnnual


AnnualWork Program

& Budget


Figure 7: Standard Approach to Managing Maintenance

WWOORRKK AACCTTIIVVIITTIIEESS

It was stressed that the approach was based on Work Activities not Projects. A typical is

shown below:

CODE: 1300 TITLE: Regravel Road

DESCRIPTION: The repair of aggregate surfaced roads by reshaping, adding 10 to 20

cm of crushed or natural aggregate and compacting to specification to restore the thickness

of gravel surface and to restore smooth riding conditions on the road.



Page 9


QQUUAANNTTIITTYY SSTTAANNDDAARRDDSS

The Quantity Standard is the annual amount of work to be performed in an activity per unit of

inventory.

Expressed as Work Units / Inventory Units/year

The most difficult decision to be made

Depends in large measure on engineering experience and judgment

Helped by policy statements

QQUUAANNTTIITTYY SSTTAANNDDAARRDD EEXXAAMMPPLLEE




QS DETERMINATION: On a year to year basis aggregate surfaced roads should be re-

graveled once every 3 to 5 years depending on traffic and results of inspection. For this year

in Kandal Province it is estimated that 50% of the roads in Condition 3 should be

regraveled.N3


PPEERRFFOORRMMAANNCCEE SSTTAANNDDAARRDDSS

Performance Standard is the recipe for how work is to be accomplished

Crew day composition

Labor

Equipment

Material

Average Daily Production

Scheduling Requirements


Page 10

CCAALLCCUULLAATTIIOONNSS

Work Program = QS X Inventory

Crew Days = Work Program / Aver. Daily Prod.

Budget = Crew Days X Crew Day Cost

CCAALLCCUULLAATTIIOONN EEXXAAMMPPLLEE

Activity: 1300 Re-Gravel Road

Work Unit = km Inventory Unit = km

Quantity Standard = 0.30 km /km

Inventory = 50 km

ADP = 0.25 km / day

Crew Day Cost = $1500 / day

Annual Work Program = QS X Inventory

0.30 km/km X 50 km = 15 km

Crew Days = Annual Work Program / Average Daily Production

15 km / 0.25km/Crewday = 60 Crew days

Budget = Crew days X Crew Day Cost

60crew days X $1,500/crew day = $90,000

CCAANN’’TT WWEE DDOO TTHHIISS MMAANNUUAALLLLYY??

Yes, the work program can be calculated by hand; but the computer makes it soooo much

easier. If computers cannot be used then WPB should be developed manually.

“NOT HAVING A COMPUTER IS NO EXCUSE!”

KKAANNDDAALL MMAAIINNTTEENNAANNCCEE AACCTTIIVVIITTIIEESS

Patch Bituminous Pavement 562 sqm

Patch Macadam Pavement 7,913 sqm

Grade Shoulders 329 km


Page 11

Grade Earth / Gravel Road 962 km

Heavy Grading 80 km

Re-Gravel Road 88 km

Seal Road 36 km

Rehab Gravel Road 23 km

General Road Maintenance 1,500 mh

Clean Ditches 470 km

Clean Culvert 424 each

Install Culvert 12 each

Repair Culvert 49 each

Minor Bridge Repair 16,344 mh

Control Vegetation 1475 km

Pickup Litter 6325 km

WWWHHHAAATTT IIISSS IIITTT GGGOOOIIINNNGGG TTTOOO CCCOOOSSSTTT???

This is a very important question and needs to be answered. Basically it costs what it costs.

The budget is calculated using the Maintenance Policies. In those policies it is stated how

much work that will be done. The cost of this work can then be estimated and hence a

budget. If that amount is too much for the budget then the Maintenance Policies must be

reexamined. For example if one of the Maintenance Policies is to Regravel roads every

three years this may have to be extended to four or five years. This decision will have

consequences in that roughness of each of these roads will be higher as result and so

vehicle operating costs will be higher. Each activity will be examined in detail in this way.

The taxes collected from Road Users should be used to maintain those roads but the

Ministry of Economics and Finance has many responsibilities and demands for funds. Figure

8 illustrates the problem.


Page 12

Figure 8: Possible Destination for Taxes from Road Users

KKAANNDDAALL MMAAIINNTTEENNAANNCCEE BBUUDDGGEETT

Using the Maintenance Management System the following budget was estimated for Kandal

Province is shown in Table 1.

Table 1: Kandal Province Road Maintenance Budget

Road Class Budget (US$)

Main National Roads (Single digit) $ 411,853

Other National Roads (Double digit) $ 835,948

Provincial and Urban Roads $ 856,017

Totals $2,103,818


Page 13

HHHOOOWWW DDDOOO WWWEEE GGGEEETTT IIITTT DDDOOONNNEEE???

Now we must apply this road maintenance budget in the most efficient way. Again we use

Kandal Province as the pilot project. Currently most of the maintenance work is being done

by force account. In Kandal we anticipate that future work will be done using both force

account and contracts.

KKAANNDDAALL FFOORRCCEE AACCCCOOUUNNTT // CCOONNTTRRAACCTT

Maintenance work is not evenly spread throughout the year because of the climate. Most

work is done during the dry season and less in the rainy season. Using contractors for the

majority of the work allows the PPWD to decrease the number of staff that are currently

doing all the work by force account. Figure 9 shows how this work could be distributed In

Kandal

Workload Distribution

0

50

100

150

200

250

300

350

400

1 2 3 4 5 6 7 8 9 10 11 12

Months

Cre

w D

ay

s

Contract

Force Account

Figure 9: Workload Distribution Using Contracts

KKAANNDDAALL CCOONNTTRRAACCTTSS

The types of Contracts that could be used in Kandal were explained. These are as follows:

Lump Sum Project

Unit Rate /Indefinite Quantity


Page 14

Condition Evaluation (Performance Based)

The value and number of these contracts is shown in Table 2.

Table 2: Possible Contracts for Kandal Maintenance Work

Activity Type Number Amount

Patch Bituminous and

Macadam Surface

Unit Rate 1 $275,000

Grading of Gravel and

Earth Roads

Performance Based 1 $70,600

Re-Gravelling of Laterite

Roads

Lump Sum 2 $480,000

Sealing and

Rehabilitation of Roads

Lump Sum 2 $900,000

Clean Drainage and

Road Sides

Performance Based 2 $60,000

Repair Culverts & Minor

Bridge Repair

Unit Rate 1 $102,500

Total 9 $1,888,100

HHHOOOWWW MMMMMMSSS IIISSS BBBEEEIIINNNGGG UUUSSSEEEDDD NNNOOOWWW

Currently there are two projects that are two projects that are being implemented by the TA

using MMS. One is very small in Kandal and the other is to use Japanese non-project funds.

TTHHEE JJAAPPAANNEESSEE NNOONN--PPRROOJJEECCTT FFUUNNDD

There is an opportunity to employ the MMS system on some select national roads around

Cambodia.

$1.75 Million for Maintenance

MPWT Selected Roads to be maintained

Money needs to be spent quickly, so

WSA suggested contracts (agreements) between MPWT and Provincial PPWD.


Page 15

Activities, Work Quantities, and Unit Rates to be expended were determined

using the MMS and the available inventory and condition data

PPWD’s may do work themselves, use small work order type contracts, or do

larger competitive bids.

Work accomplished will be reported on MMS Daily Work Reports and entered

into the MMS

MMAAIINNTTEENNAANNCCEE WWOORRKK AAGGRREEEEMMEENNTT

Table 3 shows a typical summary of a Maintenance Work Agreement” between MWPT and

Kampong Cham PPWD

Table 3: Summary from a Maintenance Work Agreement Kampong Cham

Road Description Length in

Kms

Amount in US $ Amount in Riel

NR 6 Thnal Kaeng to Skun 29.0 $ 38,086 R 148,725,830

NR 61 Koah Chen to Thnal Kaeng 16.0 $ 21,326 R 83,278,030

NR 7 Skun to Kampong Cham 51.0 $ 70,519 R 275,376,695

NR 71 Treng to Kompong Kmar 57.6 $ 74,522 R 291,008,410

Total 153.6 $ 204,453 R 798,388,965

WWHHEERREE TTOO DDOO WWHHAATT

Work Requests for small activities

Inspection by PPWD

Work Reported by Citizens

Force Account or Unit Rate Contractor

Project formulation for large activities

Engineering / Design

Contract Preparation, Bid, Award, Supervision


Page 16

DDOOIINNGG TTHHEE WWOORRKK AANNDD CCOOMMMMUUNNIICCAATTIINNGG TTHHEE DDAATTAA

Reporting work accomplished and communicating the data came be done by many means

such as :

By Hand

By Disk

By email

By Phone (Citizen’s hotline)

By Web

EEVVAALLUUAATTIINNGG TTHHEE WWOORRKK

Evaluation is key to developing effective work programs, and work report data is key to the

evaluation

AAVVAAIILLAABBLLEE WWOORRKK EEVVAALLUUAATTIIOONN RREEPPOORRTTSS

Performance Data that is available:

Actual vs planned work accomplished

Actual vs planned crew days

Actual vs average daily production

Location Data

Amount of work / location

Locations per type of work

Available Budget Data

Actual vs planned expenditures

Actual vs work unit costs

TTTHHHEEE TTTRRRAAANNNSSSIIITTTIIIOOONNN TTTOOO MMMMMMSSS---RRREEEQQQUUUIIIRRREEEMMMEEENNNTTTSSS

In order to make the transition to MMS the following is required:

Support at the Highest Levels


Page 17

Training for all maintenance personnel down to Foreman level

Recognize the successful use of MMS

Require and use the information and reports from MMS

The Transition Process requires Commitment and the following steps:

Step 1 – Establish Policies, Principles, Procedures, Goal and Objectives

Step 2 – Approve implementation of the System

Step 3 – Assure provision of Funds

Step 4 – Approve methods of maintenance execution

Step 5 – Confirm levels of authority

“““MMMAAANNNAAAGGGEEE MMMAAAIIINNNTTTEEENNNAAANNNCCCEEE NNNOOOWWW!!!”””

This brief brochure highlights the alarming condition profile of the national road network and

the need for stakeholders to react was given as a handout. The number one priority should

be to get preventive maintenance started on the ground. Better systems can be developed

later.

IIINNNTTTEEERRRIIIMMM RRREEEPPPOOORRRTTTIIINNNGGG FFFIIINNNDDDIIINNNGGGSSS

MEF needs to understand that the concept of maintenance management is

activity based.

Roads maintenance funding is neither sufficient nor timely,

Required maintenance funding is now reaching $30 to $40 million far above the

$10M promised from the road fund.

Permanent maintenance needs to be a shared national goal.

Performance based-maintenance contracting is considered to be effective

mechanisms for road maintenance.

Training of all maintenance personnel in scheduling, reporting, maintenance and

contract management techniques is needed.

An appreciable effort is being directed towards rehabilitation of roads.


Page 18

These efforts may be eroded by the lack of permanent maintenance and related

funding.

There is a need for greater coordination and technical oversight.

OOPPEERRAATTIIOONNAALL TTRRAANNSSIITTIIOONN PPLLAANN

There is an urgent need to draw up a shared transition plan that targets the elimination of the

current crisis management mode. This operational transition plan should spearhead the

immediate introduction of road infrastructure maintenance.

SSSUUUMMMMMMAAARRRYYY AAANNNDDD CCCOOONNNCCCLLLUUUSSSIIIOOONNNSSS

Wrapping up the Workshop, Director General Chhin Kong Hean and Mr. Scott presented a

summary of the discussions that had been held during the day. They stressed the

importance of developing a common national maintenance goal as well as developing a set

of quantifiable maintenance objectives. The audience was thanked for their enthusiastic

participation in the workshop. Furthermore, the Director General reiterated that roads are a

major community asset and resource, which has been grossly neglected in the past. MPWT

has the duty and resolve to maintain and restore this resource so that future generations of

users including drivers, cyclists and pedestrians can begin to benefit from the improved road

conditions. He stressed the value of good maintenance can be rediscovered with the

emphasis on prevention and planning. The introduction of maintenance management

techniques will be required to enable priorities and goals to be set and economic benefit to

be demonstrated.

Mr. Scott noted that the quality of the contacts established during this Workshop gives the

Consultant confidence in the commitment of the MPWT’s management to resolve the

existing road maintenance dilemma. This Workshop succeeded in involving both

headquarters and provincial levels of MPWT’s management in the process of formulating a

vision and related objectives needed to introduce a road maintenance culture.

Ministry of Public Works and Transports

Technical Assistance – Strengthening the Maintenance Planning and Management Capabilities at the

Funded by Asia Development Bank

Workshop Agenda

“Development of National Road Maintenance Management”

March 26, 2002 - Sunway Hotel, Phnom Penh, Cambodia

Participants: Ministry of Public Works and Transport, Public Works Department in 16 provinces, Ministry of Finance, Ministry of Rural Development. Asian Development Bank, World Bank, JICA, USAID and related consultants. Workshop Schedule: Tuesday, March 26, 2001 08:00 – 08:30 Registration 08:30 – 08:40 Opening of Workshop by the Director General, Mr. Chhin Kong Hean,

Department General of Public Works, MPWT 08:40 – 09:00 Interim Report Stage 2 – Scope of Presentation, Mr. Gerald Scott,

Team Leader 09:00 – 09:30 Road Maintenance Policy and Principles, “Where do we want to get to? -

Mr. Jan Coester, Maintenance Specialist 09:30 – 10:00 Results at Kanda Province Test Site: “Where are we now?” - Mr. Tim

Collett, Road Engineer 10:00 – 10:30 Coffee Break 10:30 – 12:00 Road Maintenance Work “What needs to be done?” - Mr. Jan Coester,

Maintenance Specialist 12:00 – 12:30 Costs and Budget, “What is it going to cost?” Mr. Jan Coester,

Maintenance Specialist 12:30 – 13:30 Lunch 13:30 – 14:30 Execution of Road Maintenance Works “How do we get done?” -

Mr. Jan Coester, Maintenance Specialist 14:30 – 15:30 Performance Evaluation and Management Information Processes,

Mr. Jan Coester, Maintenance Specialist. 15:30 – 16:00 Coffee Break

16:00 – 16:30 Interim Report: Summary of Findings, Mr. Chhin Kong Hean, Director

General and Mr. G. Scott, Team Leader 16:30 – 17:15 Workshop Summary and Conclusions, Mr. Chhin Kong Hean, DG

WORKSHOP II Presentation Slides

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Photo 1 Director General handing over to Mr. G.T. Scott

Photo 2 Mr. G.T. Scott presenting the Interim Report Findings

Photo 3 Mr. Jan Coester outlining MMS

Page 2 of 3

Photo 4 Mr. T. Collett describing the condition of roads

Photo 5 H.E. Chhin, Y. Tanaka & Pheng Sovicheano

Photo 6 Questions form the floor

Page 3 of 3

Photo 7 Discussions about Maintenance Management

Photo 8 Manage Maintenance Now!

Photo 9 Maintenance Management TA Team

Workshop III

Appendix

P

Cambodia: Strengthening Road Maintenance Planning and Management Capabilities Final Report Appendix P

Appendix Page P 1

WWWOOORRRKKKSSSHHHOOOPPP IIIIIIIII::: DDDEEEVVVEEELLLOOOPPPMMMEEENNNTTT OOOFFF NNNAAATTTIIIOOONNNAAALLL

MMMAAAIIINNNTTTEEENNNAAANNNCCCEEE MMMAAANNNAAAGGGEEEMMMEEENNNTTT Workshop III was conducted on 27 June 2002 to discuss and present the results of the

3rd stage of the TA. The Minister of MPWT opened the workshop and introductory

comments were made by the ADB Project Engineer, Mr. Tanaka, the Director General of

MPWT and the Team Leader, Mr. Gerald Scott.

The workshop focused primarily on the discussion of a 10 year rehabilitation and

maintenance program for the National Roads, the inventory and condition of the National

Roads and the use of Maintenance Management and a Maintenance Work Agreement

to manage the nation’s maintenance program.

OOOPPPEEENNNIIINNNGGG OOOFFF TTTHHHEEE WWWOOORRRKKKSSSHHHOOOPPP BBBYYY HHH...EEE... TTTHHHEEE MMMIIINNNIIISSSTTTEEERRR

His Excellency Khy Taing Lim, Minister of Public Works and Transport opened the

Workshop. He stated that the Royal Government of Cambodia (RGC) in the Second Five

Year Socio-economic Plan 2001 - 2005 attaches great importance to a sound road

network maintenance strategy and policy. Roads are a key element of the basic

infrastructure which makes up the enabling environment supporting trade and

commerce. Roads also play an important role in rural areas where they support

agricultural productivity and enable the rural population to gain access to essential

services.

Figure 1: H.E. Khy Taing Lim, Minister of Public Works and Transport


Appendix Page P 2

His Excellency further stated “A well-managed road network is one of the essential pre-

requisites for economic growth, and - given the growing focus on developing rural areas

− is also a prerequisite for balanced and equitable economic growth.

There needs to be a stable source of domestic revenues. The general budget is unable

to provide the finance needed to maintain the road network on a sustainable basis, thus,

the road users must assume the maintenance financing responsibility.

The RGC attaches the highest priority to implementing both a sound and an affordable

road maintenance policy and management framework. The repeated cycle of road

rehabilitation, followed by no maintenance, followed by rehabilitation or reconstruction,

which is again followed by no maintenance, is unsustainable. The initial progress is

already achieved on the Primary Roads. There is a need now to address the situation of

the secondary and provincial roads to achieve over the next 8 to 10 years a sustainable

and cost efficient road network.

The National Road Network Rehabilitation Strategy is a convincing investment strategy

for developing an adequate, efficient, cost-effective transport system that strategically

positions Cambodia to play a meaningful role in the international trade and indeed

assuming its rightful position as a hub-center in the Regional Economy.”

IIINNNTTTRRROOODDDUUUCCCTTTIIIOOONNN BBBYYY TTTHHHEEE DDDIIIRRREEECCCTTTOOORRR GGGEEENNNEEERRRAAALLL

His Excellency, the Director General of the MPWT, Mr. Chhin Kong Hean in his

introduction stated that he had been impressed by the progress achieved by the road

maintenance model at Kandal, Kampot and Kampong Cham Provinces. MPWT wishes

to demonstrate the components of a basic road maintenance planning and management

system and outline the steps and measures necessary for implementing permanent road

maintenance structure. Road financing through the Road Repair and Maintenance Fund

enacted in 1999, has a potential revenue of $ 15 million this year for supporting the

estimated annual maintenance program of $ 40 million.

The Director General acknowledged the efforts and support given by ADB by financing

of the workshop and the two other workshops held in December 2001 and March 2002.

He expressed the RGC and the MWPT’s desire to have a road transport system that

could be made sustainable within the next 8- 10 years with the support of the donors.

There is an estimated funding gap of nearly $ 40 million to fund annual road

maintenance. The National Road Network Rehabilitation Strategy is an investment

strategy for developing an adequate, efficient, cost-effective transport system, hence,


Appendix Page P 3

strategically positions Cambodia to play a meaningful role in the international trade and

indeed assuming its rightful position as a hub-center in the Regional Economy.

Figure 2: The Director General Introduces the Workshop

The DG thanked all donors for their contributions in the restoration of our road network

with special thanks to the ADB’s, Mr. Albab Akanda and Mr. Yasushi Tanaka who are

wresting with a multitude of difficulty issues behind the scenes to continue the

momentum of the TA Project.

AAADDDDDDRRREEESSSSSS BBBYYY MMMRRR... YYYAAASSSUUUSSSHHHIII TTTAAANNNAAAKKKAAA OOOFFF TTTHHHEEE AAADDDBBB

Mr. Yasushi Tanaka, the Project Engineer for the ADB addressed the Workshop. He

stated that the TA was to do the following:

• Review the current funding and administrative systems for road maintenance.

• Advise on an appropriate institutional structure within MPWT for the planning and

management of maintenance, given the likely level of available resources.

• Develop basic maintenance standards for the roads, bridges, and plant and

equipment for which MPWT is responsible.

• Develop, at the central level, procedures for determining maintenance priorities

and criteria for allocating resources between priorities.


Appendix Page P 4

Figure 3: Mr. Yasushi Tanaka addressing the Workshop

• Develop, at the provincial level, procedures for the effective planning,

implementation and monitoring of preventive and routine maintenance.

• Review existing axle-load regulations and recommend revisions to these, if

appropriate; advise MPWT on effective implementation of such limits and on the

use of vehicle weighing equipment to be provided under the Project.

• Review the criteria for setting the levels of road user charges, and recommending

possible changes in the relationship between axle loads and road charges.

• Develop a maintenance monitoring system that will enable central- and

provincial- level staff to easily monitor the extent of various types of maintenance

activities the resources expended on that maintenance and the outcomes of the

maintenance activities.

• Assist MPWT prepare a three-year program for its maintenance activities, based

on expected resource availability, and advise MPWT on how to update this plan

on a rolling basis.


Appendix Page P 5

NNNAAATTTIIIOOONNNAAALLL RRROOOAAADDD IIINNNVVVEEENNNTTTOOORRRYYY AAANNNDDD CCCOOONNNDDDIIITTTIIIOOONNN SSSUUURRRVVVEEEYYY

The methods and findings of the detailed inventory and condition survey done in Kandal,

Kampong Cham and Kampot Provinces were detailed by the TA’s Road Engineer, Mr.

Tim Collett. These results were used to obtain an estimated inventory and condition for

the whole country.

Table 1: National Road Inventory

Road

Type Description

Length

TA 1866

1995

Length

TA 3257

2002 Surveyed %

N1 Primary National Highways 1,988 kms 2,002 kms 1,562 kms 78.0%

N2 Secondary National Rds 2,177 kms 2,754 kms 585 kms 21.2%

N3 Numbered Provincial Rds 3,555 kms 3,949 kms 440 kms 11.1%

N3 Unnumbered Provincial Rds 1,751 kms 453 kms 25.9%N3 Urban Roads under MWPT 1,700 kms 209 kms 12.3%

All Total Roads Under MWPT 7,720 kms 12,156 kms 3,249 kms 26.7%

Figure 4: Condition of National Roads

Ex

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%

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on

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%

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0%

10%

20%

30%

40%

50%

60%

70%

Ideal Condition All N1 Roads All N2 Roads All N3 Roads National Road

Network


Appendix Page P 6

NNNAAATTTIIIOOONNNAAALLL RRROOOAAADDD NNNEEETTTWWWOOORRRKKK RRREEEHHHAAABBBIIILLLIIITTTAAATTTIIIOOONNN SSSTTTRRRAAATTTEEEGGGIIIEEESSS

As can be seen from the above Figure 4 the condition of the national road network is far

from ideal. The cost of maintenance depends on the condition of the roads. A road in

bad condition costs 300% more to maintain than a road in good condition. The only way

to reduce the maintenance budget without closing roads is to rehabilitate these roads.

RREEHHAABBIILLIITTAATTIIOONN SSTTRRAATTEEGGIIEESS

The Rehabilitation Strategies proposed were:

• Rehabilitation of primary road network has highest priority.

• Complete rehabilitation of primary road network by 2006

• Rehabilitate poor and bad secondary roads in accordance with schedule and

complete by 2008

• Rehabilitate poor and bad provincial roads in accordance with schedule and

complete and open by 2014

• Over time improve the surface of all roads by:

• Upgrading 400 km per year of N1 and N2 DBST roads to asphalt concrete

surface

• Upgrading all earth roads to laterite/gravel surface

• Upgrading all laterite roads to DBST by 2014

MMAAIINNTTEENNAANNCCEE PPRRIINNCCIIPPLLEESS AANNDD PPOOLLIICCIIEESS

The Maintenance Principles were restated:

• Road and bridge maintenance is a daily requirement. It cannot be left to

emergency restoration

• Maintaining adequate drainage of the roads is the most cost effective

conservation action possible

• Maintaining low road roughness (high riding comfort) has the greatest impact on

vehicle operating costs

• Bridges are vital links in the road chain. They must be maintained with no

degradation

The Maintenance Policies are:

• Regravel roads every three years


Appendix Page P 7

• Grade earth / gravel roads 4 times a year

• Clean drainage structures twice a year

• Keep roads clear of trash, litter and vegetation

• Repair all potholes within 14 days of being reported

• Repair all damaged drainage structures

• All PWD’s submit annual maintenance work program by 30 October

• All PWD’s will execute a maintenance work agreement with MPWT by 15

December and receive advance funding by 10 January

• All accomplished work will be documented

• All PWD’s will submit monthly invoice to MPWT reporting work accomplished and

requesting payment

• Inventory and assess condition of roads and bridges annually.

RROOAADD NNEETTWWOORRKK RREEHHAABBIILLIITTAATTIIOONN AANNDD AALLTTEERRNNAATTIIVVEESS

It was shown that the cost of the recommended rehabilitation would be enormous but the

benefits would also be large. The best alternate plan was discussed that would result no

further degrading of the road network. This plan which would cost less initially but

because it did not significantly improve the condition of the network would not result in

the reduced maintenance costs. (Please see the following slides).

RRROOOAAADDD MMMAAAIIINNNTTTEEENNNAAANNNCCCEEE FFFIIINNNAAANNNCCCIIINNNGGG BBBYYY AAADDDBBB TTTAAA 333666555111---CCCAAAMMM

The Transport Sector Strategy Study, ADB TA 3651-CAM was asked to contribute to

Workshop III. Mr. Chris G. McLongklin of ND Lea in association with JOC provided a

presentation entitled “Road Maintenance Financing”. The major points presented were:

• Requirements and Revenues

• Revenue Sources

• Fuel Levies

• Off-Road Claims

• Need to Increase Revenues

• Road Fund Management

• Best Practice

• Road Management Board Function

• Road Management Board Day-to-Day Operations


Appendix Page P 8

• Road Fund Disbursement Procedures

• Case Study Lao PDR

• Lao PDR - Road Fund Management Board

• Lao PDR - Planning & Administration

Please see the presentation slides (courtesy of ND Lea in association with JOC) that

follow these pages.

RRREEESSSUUULLLTTTSSS OOOFFF MMMAAAIIINNNTTTEEENNNAAANNNCCCEEE MMMAAANNNAAAGGGEEEMMMEEENNNTTT

The results of applying maintenance management in Kampong Cham and Kampot were

discussed by Mr. Jan Coester, the Maintenance Specialist of the TA. The following

topics were explained:

• Maintenance Management Results

• The Management Cycle

• Maintenance Management Information Flow

• Work Activities

• Quantity Standards

• Quantity Standard Examples

• Performance Standards

• Work Activity Costing Calculations

• Developing Work Plan and Budget Manually

• The Maintenance Work Agreements

• Key Elements of the Maintenance Work Agreements

• Initial Use of Maintenance Work Agreements

• The Maintenance Work Agreements and Bills of Quantity

• Routine Maintenance Contracts

• Contract Types

• General Road Management Structure

• MPWT Maintenance Management Office

• Responsibilities of the Maintenance Management Office

• Transition to Maintenance Management System


Appendix Page P 9

CCCOOONNNCCCLLLUUUSSSIIIOOONNNSSS AAANNNDDD FFFIIINNNDDDIIINNNGGGSSS

Mr. Gerald Scott, the Team Leader of the TA stated the conclusions of the Projerct as

follows:

• There is an urgent need for full implementation of the fee for service concept in

funding the road fund

• There must be follow up on the MMS at the National and Provincial Level.

• Training

• Use of Local Contractors

• The Rehabilitation Program cannot succeed without the assistance of the

Donor/Lender Community.

• ADB has taken the lead on developing a long range plan and strategy and

recognizes the need for the harmonization of all donor’s assistance efforts.

• Expenditure of less funds than recommended will not result in the road network

envisioned for the Nation.

• Nor, will it result in affordable maintenance costs.

CCCLLLOOOSSSIIINNNGGG OOOFFF TTTHHHEEE WWWOOORRRKKKSSSHHHOOOPPP

His Excellency, the Director General of the MPWT, Mr. Chhin Kong Hean closed the the

Workshop after discussions and questions were aired by all attending delegates.

Figure 5: Head Table at Workshop III


TA 3257-CAM Technical Assistance – Strengthening the Maintenance Planning and Management Capabilities at the Ministry of Public Works and Transport

Funded by Asian Development Bank

Workshop III Agenda

“Development of National Road Maintenance Management”

June 27, 2002 - Sunway Phnom Penh, Cambodia

Thursday, June 27, 2002 08:00 – 08:30 Registration 08:30 – 08:40 Opening of Workshop by H.E Khy Taing Lim, Minister, Ministry

of Public Works and Transport. 08:40 – 08:50 Draft Final Report, Stage 3 – Presentation of Workshop Focus,

Mr. Chhin Kong Hean, Director General, General Department of Public Works, MPWT and Mr. Gerald Scott, Team Leader

08:50 – 09:05 Introduction from Mr. Yasushi Tanaka the ADB Project

Engineer. 09:05 – 09:30 National Road Inventory and Condition Survey, Mr. Tim Collett,

Road Engineer 09:30 – 09:45 Proposed 3-year National Road Maintenance Program, Mr. Chhin,

Director General and Mr. Jan Coester, Maintenance Specialist 09:45 – 10:15 Coffee Break 10:15 – 10:30 Sources of Financing Road Maintenance, Mr. Gerald T. Scott,

Team Leader 10:30 – 11:30 Private Sector Participation in Road Maintenance, Mr. Chhin Kong

Hean, Director General and Mr. Gerald T. Scott, Team Leader. 11:30 – 11:45 Financing Road Maintenance, Mr. Chris G. McLonghlin, ND Lea,

Transport Sector Strategy Study (ADB TA 3651-CAM) 11:45 – 13:30 Lunch 13:30 – 14:30 Results of Maintenance Management at Kampong Cham and

Kampot, Mr. Jan Coester, Maintenance Specialist 14:30 – 15:30 Coordinated Operational Transition Plan, Mr. Gerald T. Scott,

Team Leader and Mr. Jan Coester, Maintenance Specialist. 15:30 – 16:00 Coffee Break

16:00 – 16:30 Draft Final Report: Summary of Findings, Mr. Chhin Kong

Hean, Director General and Mr. Gerald T. Scott, Team Leader 16:30 – 17:15 Recommendations and Conclusions, Mr. Chhin Kong Hean,

DG and Mr. Gerald T. Scott, Team Leader




List of Participants Page 1









DEVELOPMENT OF NATIONAL ROAD MAINTENANCE MANAGEMENT

FINAL REPORT WORKSHOP 3

27 June 2002

6/28/20022

Asian Development Bank Technical Assistance Project

Strengthening the Maintenance Planning and Management Capabilities at the MPWT

Asian Development Bank TA 3257 - CAM

Asian Development Bank Technical Asian Development Bank Technical

Assistance ProjectAssistance Project

Strengthening the Maintenance Strengthening the Maintenance

Planning and Management Planning and Management

Capabilities at the MPWTCapabilities at the MPWT

Asian Development Bank TA 3257 Asian Development Bank TA 3257 -- CAMCAM

6/28/2002 3

THE ROAD TO THE FUTURE

6/28/2002 4

National ConditionE

xc

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t 25

%

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%

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%

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%

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%

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8%

Go

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4%

Go

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2%

Go

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3%

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0%

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6%

Fair

18

% F

air

27

%

Fair

25

%

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3%

Po

or

22

%

Po

or

39

%

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%

Po

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35

%

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0%

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d 1

1%

Ba

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6%

Ba

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0%

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8%

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%

0%

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70%

Ideal Condition All N1 Roads All N2 Roads All N3 Roads National RoadNetwork

6/28/2002 5

$0

$20,000,000

$40,000,000

$60,000,000

$80,000,000

$100,000,000

$120,000,000

$140,000,000

$160,000,000

$180,000,000

$200,000,000

2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014

Maintenance Rehabilitation

What Funds are Required

Road Fund

External Financing

6/28/2002 6

$0

$10

$20

$30

$40

$50

$60

2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014

Milli

on

s


Road Fund Requirement

Total: $ 344Million

6/28/20027

Project Objective:Project Objective:

�� To assist the MPWT in improving their To assist the MPWT in improving their

capabilities to plan and manage road and bridge capabilities to plan and manage road and bridge

maintenance that preserves the national road maintenance that preserves the national road

network investment. network investment.

6/28/2002 8

Technical Assistance TeamTechnical Assistance Team::

ASIAN DEVELOPMENT

BANK


Tom Wright Vice President WSA - Bangkok

TEAM LEADER

Gerald Scott

ROAD / BRIDGE ENGINEER

Tim Collett

MAINTENANCE SPECIALIST

Jan Coester

INSTITUTIONAL SPECIALIST

Murray Osgood

Mr. Douk Bo

Mr. Thon Chhorda

Mr. Chheav Sokhim

Pheng Sovicheano Project Coordinator

Chhin Kong Hean Director General

General Department of Public Works

Local Counterpart Engineers

Team LeaderTeam LeaderGerald T. ScottGerald T. Scott

Maintenance SpecialistMaintenance SpecialistJan CoesterJan Coester

Road EngineerRoad EngineerTimothy CollettTimothy Collett

Institutional SpecialistInstitutional SpecialistMurray G. OsgoodMurray G. Osgood

6/28/20029

Workshop Milestones:Workshop Milestones:�� 1st Workshop on Maintenance Goals and 1st Workshop on Maintenance Goals and

Objectives Objectives -- Inception Report (27 Dec 2001)Inception Report (27 Dec 2001)

�� 2nd Workshop on Development of a National 2nd Workshop on Development of a National

Maintenance Management System Maintenance Management System -- Interim Report Interim Report (26 March 2002)(26 March 2002)

�� 3rd Workshop on Development of National 3rd Workshop on Development of National

Maintenance Maintenance -- Draft Final Report (June 27, 2002)Draft Final Report (June 27, 2002)

6/28/200210

Management Framework

Results

Execution

Disbursement

Funding

Planning

Investigation

MEF

Audit

Disburse

Road Fund

Review

6/28/200211

Purpose of this Workshop:Purpose of this Workshop:

�� Present a 10 year National Road Rehabilitation and Present a 10 year National Road Rehabilitation and Maintenance ProgramMaintenance Program

�� Discuss alternatives for funding the Road Rehabilitation Discuss alternatives for funding the Road Rehabilitation and Maintenance Programand Maintenance Program

�� Discuss the management of the Road Rehabilitation and Discuss the management of the Road Rehabilitation and Maintenance ProgramMaintenance Program

6/28/2002 12

Workshop Schedule

08:00 - 08:30 Registration

08:30 - 08:40 Opening by H.E. Khy Taing Lim, Ministry of Public Works

08:40 - 09:00 Introduction, DG Chhin Kong Hean, Mr. Yasushi Tanaka, ADB Project Engineer, Mr. G. Scott, Team Leader,

09:00 – 09:15 National Road Inventory and Condition Survey, Mr. Tim Collett

09:15 - 10:30 Proposed 10 year National Road Rehabilitation and Maintenance Program, Mr. Jan Coester Mr Tim Collett and DG Chhin

10:30 - 11:00 Coffee Break

11:00 – 11:30 Rehabilitation/Maintenance Funding Requirement, Mr. Jan Coester Mr Tim Collett

11:30 – 12:00 Financing Road Maintenance / Rehabilitation, TSS, N.D. Lea

12:00 - 13:30 Lunch

13:30 - 14:30 Results of Maintenance Management, Mr. J. Coester

14:30 – 15:00 Coffee Break

15:00 – 15:30 Draft Final Report: Summary of Findings, Msrs Chhin/ Scott

15:30 – 16:00 Recommendations and Conclusions, Mr. Chhin Kong Hean & Mr. G. Scott

6/28/200213

Institutional Focus

Provide the MEF the management framework needed for accountability and transparency of work performance and resource consumption

Promote asset management techniques at all levels of the MPWT through working examples of applied techniques.

Improve permanent maintenance planning and realization based on a national road maintenance policy framework.

6/28/200214

PRESENTATION OF A PROGRAM FOR NATIONAL ROAD REAHABILITATION AND MAINTENANCE

Strategies and policies for rehabilitation and maintenance

Application to road network in existing condition

Comparison of alternatives

Expected Results By 2012

6/28/200215

THE GOAL

A safe, durable, and attractive all-weather national road network maintained in a cost effective manner

6/28/200216

WHY?


Preserve and conserve the value of the National Road Asset

Insure access to borders and markets for the citizens of Cambodia

To alleviate poverty,

Promote inter-country transport, and

Contribute to the quality of the tourism experience

6/28/2002 17

Condition Graph

6/28/2002 18

Kandal Condition

Map

6/28/2002 19

Ex

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%

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Ideal Condition N1 Roads N2 Roads N3 Roads Kandal NationalRoads

Kandal Condition

6/28/2002 20

Kampong Cham Condition Map

6/28/2002 21

Kampong Cham Condition

Ex

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Ideal Condition N1 Roads N2 Roads N3 Roads Kampong ChamNational Roads

6/28/2002 22

Kampot Condition Map

6/28/2002 23

Kampot Condition

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Po

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Bad

0%

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42

%

Ba

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6%

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Ideal Condition N1 Roads N2 Roads N3 Roads Kampot NationalRoads

6/28/2002 24

National Condition Map

6/28/2002 25

3 Provinces Condition

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Ideal Condition Kandal Kampong Cham Kampot National Network

6/28/2002 26

Road

Type Description

Length

TA 1866

1995

Length

TA 3257

2002 Surveyed %

N1 Primary National Highways 1,988 kms 2,002 kms 1,562 kms 78.0%

N2 Secondary National Rds 2,177 kms 2,754 kms 585 kms 21.2%

N3 Numbered Provincial Rds 3,555 kms 3,949 kms 440 kms 11.1%

N3 Unnumbered Provincial Rds 1,751 kms 453 kms 25.9%

N3 Urban Roads under MWPT 1,700 kms 209 kms 12.3%

All Total Roads Under MWPT 7,720 kms 12,156 kms 3,249 kms 26.7%

National Road Inventory

6/28/200227

Road Asset Value

Estimated Maximum Asset Value of National Roads in Cambodia = $2.00 Billion

Estimated Existing Asset Value = $850 Million

45% of Maximum

How do we move from here to there?

6/28/200228

Rehabilitation Strategies

Rehabilitation of primary road network has highest priority.

Complete rehabilitation of primary road network by 2006

Rehabilitate poor and bad secondary roads in accordance with schedule and complete by 2008

Rehabilitate poor and bad provincial roads in accordance with schedule and complete and open by 2014

6/28/200229

Rehabilitation Strategies

Over time improve the surface of all roads by:

– Upgrading 400 km per year of N1 and N2 DBST roads to asphalt concrete surface

– Upgrading all earth roads to laterite/gravel surface

– Upgrading all laterite roads to DBST by 2014

6/28/200230

MAINTENANCE PRINCIPLES

Road and bridge maintenance is a daily requirement. It cannot be left to emergency restoration

Maintaining adequate drainage of the roads is the most cost effective conservation action possible

Maintaining low road roughness (high riding comfort) has the greatest impact on vehicle operating costs

Bridges are vital links in the road chain. They must be maintained with no degradation.

6/28/200231

Maintenance Policies

1. Regravel roads every three years

2. Grade earth / gravel roads 4 times a year

3. Clean drainage structures twice a year

4. Keep roads clear of trash, litter and vegetation

5. Repair all potholes within 14 days of being reported

6. Repair all damaged drainage structures

6/28/200232

Maintenance Policies (Cont)

7. All PWD’s submit annual maintenance work program by 30 October

8. All PWD’s will execute a maintenance work agreement with MPWT by 15 December and receive advance funding by 10 January

9. All accomplished work will be documented10. All PWD’s will submit monthly invoice to MPWT reporting work

accomplished and requesting payment11. Inventory and assess condition of roads and bridges annually.

6/28/2002 33

N1 Road Pictures

6/28/2002 34

National ConditionE

xc

ell

en

t 25

%

Ex

cell

en

t 2%

Exc

ell

en

t 0

%

Exc

ell

en

t 0

%

Exc

ell

en

t 0

%

Go

od

50

%

Go

od

8%

Go

od

4%

Go

od

2%

Go

od

3%

Fa

ir 2

0%

Fa

ir 2

6%

Fair

18

% F

air

27

%

Fair

25

%

Po

or

3%

Po

or

22

%

Po

or

39

%

Po

or

37

%

Po

or

35

%

Bad

0%

Ba

d 1

1%

Ba

d 3

6%

Ba

d 3

0%

Ba

d 2

8%

Un

der

Co

ns

tru

cti

on

2%

Un

de

r C

on

str

uc

tio

n 3

1%

Un

de

r C

on

str

ucti

on

3%

Un

der

Co

ns

tru

cti

on

5%

Un

de

r C

on

str

uc

tio

n 9

%

0%

10%

20%

30%

40%

50%

60%

70%


6/28/2002 35

$0

$20

$40

$60

$80

$100

$120

2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014

Milli

on

s

Maintenance N1 Rehabilitation N1

N1 Rehabilitation & Maintenance

6/28/2002 36

N2 Road Pictures

6/28/2002 37

National Condition

Ex

cell

en

t 25

%

Ex

cell

en

t 2%

Exc

ell

en

t 0

%

Exc

ell

en

t 0

%

Exc

ell

en

t 0

%

Go

od

50

%

Go

od

8%

Go

od

4%

Go

od

2%

Go

od

3%

Fa

ir 2

0%

Fa

ir 2

6%

Fair

18

% F

air

27

%

Fair

25

%

Po

or

3%

Po

or

22

%

Po

or

39

%

Po

or

37

%

Po

or

35

%

Bad

0%

Ba

d 1

1%

Ba

d 3

6%

Ba

d 3

0%

Ba

d 2

8%

Un

der

Co

ns

tru

cti

on

2%

Un

de

r C

on

str

uc

tio

n 3

1%

Un

de

r C

on

str

ucti

on

3%

Un

der

Co

ns

tru

cti

on

5%

Un

de

r C

on

str

uc

tio

n 9

%

0%

10%

20%

30%

40%

50%

60%

70%

Ideal Condition All N1 Roads All N2 Roads All N3 Roads National RoadNetwork 6/28/2002 38

Road Network Rehabilitation

$0

$20

$40

$60

$80

$100

$120

2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014

Mil

lio

ns


$0

$20

$40

$60

$80

$100

$120

Mil

lio

ns


6/28/2002 39

$0

$20

$40

$60

$80

$100

$120

Mil

lio

ns



6/28/2002 40

N3 Road Pictures

6/28/2002 41

National Condition

Ex

cell

en

t 25

%

Ex

cell

en

t 2%

Exc

ell

en

t 0

%

Exc

ell

en

t 0

%

Exc

ell

en

t 0

%

Go

od

50

%

Go

od

8%

Go

od

4%

Go

od

2%

Go

od

3%

Fa

ir 2

0%

Fa

ir 2

6%

Fair

18

% F

air

27

%

Fair

25

%

Po

or

3%

Po

or

22

%

Po

or

39

%

Po

or

37

%

Po

or

35

%

Bad

0%

Ba

d 1

1%

Ba

d 3

6%

Ba

d 3

0%

Ba

d 2

8%

Un

der

Co

ns

tru

cti

on

2%

Un

de

r C

on

str

uc

tio

n 3

1%

Un

de

r C

on

str

ucti

on

3%

Un

der

Co

ns

tru

cti

on

5%

Un

de

r C

on

str

uc

tio

n 9

%

0%

10%

20%

30%

40%

50%

60%

70%


6/28/2002 42


$0

$20

$40

$60

$80

$100

$120

2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014

Mil

lio

ns


$0

$20

$40

$60

$80

$100

$120

Mil

lio

ns


$0

$20

$40

$60

$80

$100

$120

Mil

lio

ns


6/28/2002 43

$0

$20

$40

$60

$80

$100

$120

Mil

lio

ns



6/28/2002 44

National Condition

Ex

cell

en

t 25

%

Ex

cell

en

t 2%

Exc

ell

en

t 0

%

Exc

ell

en

t 0

%

Exc

ell

en

t 0

%

Go

od

50

%

Go

od

8%

Go

od

4%

Go

od

2%

Go

od

3%

Fa

ir 2

0%

Fa

ir 2

6%

Fair

18

% F

air

27

%

Fair

25

%

Po

or

3%

Po

or

22

%

Po

or

39

%

Po

or

37

%

Po

or

35

%

Bad

0%

Ba

d 1

1%

Ba

d 3

6%

Ba

d 3

0%

Ba

d 2

8%

Un

der

Co

ns

tru

cti

on

2%

Un

de

r C

on

str

uc

tio

n 3

1%

Un

de

r C

on

str

ucti

on

3%

Un

der

Co

ns

tru

cti

on

5%

Un

de

r C

on

str

uc

tio

n 9

%

0%

10%

20%

30%

40%

50%

60%

70%


6/28/2002 45


$0

$20

$40

$60

$80

$100

$120

2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014

Million

s


$0

$20

$40

$60

$80

$100

$120

Mil

lio

ns


$0

$20

$40

$60

$80

$100

$120

Millions


$0.00

$20.00

$40.00

$60.00

$80.00

$100.00

$120.00

$140.00

$160.00

$180.00

$200.00

2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014

6/28/2002 46

$0.00

$20.00

$40.00

$60.00

$80.00

$100.00

$120.00

$140.00

$160.00

$180.00

$200.00

2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014

All Roads Rehabilitation & Maintenance

6/28/2002 47

The 10 Year Rehabilitation and Maintenance Program

805,562,478Provincial Roads (N3)

1,656,408,238Totals

373,844,203Secondary National Roads (N2)

477,001,557Main National Roads (N1)

Budget (US$)Road Class

6/28/2002 480%

10%

20%

30%

40%

50%

60%

2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014

National Road Condition by Year

6/28/200249

The Alternative

Primary Roads are being rehabilitated now so that would continue

Rehabilitate 6-7% N2 Roads per year

Rehabilitate 8% N3 Roads per year

Goal was to smooth expenditure rate while halting degradation of conditions

6/28/2002 50

0%

10%

20%

30%

40%

50%

60%

2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014

The Alternative Condition by Year

6/28/2002 51

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014

Excellent

Good

Fair

Poor

Bad

Under Construction

The Alternative Condition by Year

6/28/2002 52

$0

$20

$40

$60

$80

$100

$120

$140

$160

$180

2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014

Mil

lio

ns


The Alternative

6/28/2002 53

$0

$20

$40

$60

$80

$100

$120

$140

$160

$180

2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014

Milli

on

s


Comparison of Two Alternatives

$0

$20

$40

$60

$80

$100

$120

$140

$160

$180

2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014

Mil

lio

ns


0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014

EXCELLENT

GOOD

FAIR

POOR

BAD

UNDER CONSTRUCTION

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 20146/28/2002 54

$0

$500,000,000

$1,000,000,000

$1,500,000,000

$2,000,000,000

$2,500,000,000

2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014

Comparison of Change in Asset Value

$0

$500,000,000

$1,000,000,000

$1,500,000,000

$2,000,000,000

$2,500,000,000

2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014

Recommended The Alternative

$1.93B

$1.30B

6/28/2002 55

$0

$1,000

$2,000

$3,000

$4,000

$5,000

$6,000

$7,000

$8,000

2002

2003

2004

2005

2006

2007

2008

2009

2010

2011

2012

2013

2014

N1 Roads

N2 Roads

N3 Roads

Average Maintenance Cost per Km

6/28/2002 56

$0

$1,000

$2,000

$3,000

$4,000

$5,000

$6,000

$7,000

$8,000

2002

2003

2004

2005

2006

2007

2008

2009

2010

2011

2012

2013

2014

N1 Roads

N2 Roads

N3 Roads

6/28/2002 57

Comparison of Average Maintenance Cost / Kilometer

Recommended

Alternative

$0

$1,000

$2,000

$3,000

$4,000

$5,000

$6,000

$7,000

$8,000

2002

2003

2004

2005

2006

2007

2008

2009

2010

2011

2012

2013

2014

N1 Roads

N2 Roads

N3 Roads

$0

$1,000

$2,000

$3,000

$4,000

$5,000

$6,000

$7,000

$8,000

2002

2003

2004

2005

2006

2007

2008

2009

2010

2011

2012

2013

2014

N1 Roads

N2 Roads

N3 Roads

6/28/200258

Change in Net Asset Value

Change in Asset value: $ 1.1 Billion

Cost of Rehab and Maintenance: $1.6 Billion

Reduction in Vehicle Operating Costs: $1 Billion

6/28/200259

Other Benefits

Improved mobility and accessibility for road users

Increased opportunities for revenue generation and poverty alleviation

Improved regional communication

Enhanced political stability

6/28/200260

Road Network Rehabilitation Success Depends On

Funds/Cash Flow– Government Funds

– Donor and lending agency assistance

A Realistic Rehabilitation/Maintenance Program and Organization– Need an ongoing program of Technical Assistance

and Training

Commitment and Political Will to see the Rehabilitation Program through

6/28/200261

Financing Road Maintenance and Rehabilitation

What funds are required

How much can the Government afford

How much help is needed

Why should help be given

6/28/2002 62

$0

$20,000,000

$40,000,000

$60,000,000

$80,000,000

$100,000,000

$120,000,000

$140,000,000

$160,000,000

$180,000,000

$200,000,000

2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014


What Funds are Required

Road Fund

External Financing

6/28/2002 63

$0

$20

$40

$60

$80

$100

$120

$140

$160

$180

2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014

Milli

on

s


External Financing Required

Total: $1.15Billion

6/28/2002 64

$0

$10

$20

$30

$40

$50

$60

2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014

Milli

on

s


Road Fund Requirement

Total: $ 344Million

6/28/200265

Why Should External Agencies Help

Have already invested over $600 Million on the road network in past decade

Will improve ASEAN transport network

Will improve lives of citizens of Cambodia for many years

Can be a model of successful sustainable road management strategies

6/28/2002 66

Road Rehabilitation / Maintenance

Excellen

t, 0

%

Excellen

t, 9

%

Excellen

t, 2

6%

Go

od

, 3%

Go

od

, 1

9%

Go

od

, 50%

Fair

, 25%

Fa

ir, 13%

Fair

, 19%

Po

or,

35

%

Po

or,

14%

Po

or,

2%

Bad

, 2

8%

Bad

, 22%

Bad

, 0%

Un

der

Co

nstr

ucti

on

, 9%

Un

der

Co

nstr

ucti

on

, 23%

Un

der

Co

nstr

ucti

on

, 2%

0%

10%

20%

30%

40%

50%

60%

2002 2008 2014

Condition

Today

Ideal

Condition

2014

Transitional

Phase

Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Percent of

Desired

Annual Work

Quantity

Average

Daily

Production Crew Size

N1 MAIN NATIONAL ROADS

1100 RO Patch Bituminous Pavement 17.4 Km 16.16 Sq m 99% 142.0 20.0 7.0

1170 RO Patch Macadam Pavement 147.9 Km 50.05 Sq m 100% 7,403.0 20.0 9.3

1200 RO Grade Shoulder 287.0 Km 1.00 Km 100% 287.0 5.0 3.0

1450 PE DBST Gravel Road 20.0 Km 1.00 Km 100% 20.0 0.5 18.5

1900 RO General Roadway Maintenanc 1.0 Year 500.00 MH 100% 500.0 8.0 1.0

2100 RO Clean Ditches 193.2 Km 1,000.00 Lm 100% 193,200.0 2,000.0 12.0

3100 RO Clean Culverts 72.0 Ea 2.00 Ea 100% 144.0 10.0 12.0

3130 RO Repair Culverts 72.0 Ea 0.19 Ea 97% 14.0 1.0 8.0

3150 PE Install Pipe Culvert 1.0 Year 3.00 Ea 100% 3.0 0.2 12.0

3200 RO Repair Bridge 2,075.0 Lm 4.00 MH 100% 8,300.0 48.0 6.0

4150 RO Control Vegetation 165.3 Km 4.00 Km 100% 661.2 5.0 12.0

4500 RO Pickup Litter 165.3 Km 12.00 Km 100% 1,983.6 10.0 7.0

165.3 Km

N2 OTHER NATIONAL ROADS

1170 RO Patch Macadam Pavement 21.0 Km 24.19 Sq m 100% 508.0 20.0 9.3

1200 RO Grade Shoulder 42.0 Km 1.00 Sq m 100% 42.0 5.0 3.0

1250 RO Light Grading 137.9 Km 3.00 Km 100% 414.0 5.0 1.0

1260 PE Heavy Grading 137.9 Km 0.25 Km 102% 35.0 2.0 10.5

1300 PE Regravel Road 137.9 Km 0.25 Km 100% 34.0 0.3 11.5


1570 CN Rehab Gravel Road 137.9 Km 0.07 Km 100% 10.2 0.1 28.0





Results

Execution

Disbursement

Funding

Planning

Investigation

MEF

Audit

Disburse

Road Fund

Review

6/28/200267

Maintenance Management Results

Background

Developing the Work Program and Budgets

Use of the Maintenance Work Agreements

The MPWT Maintenance Management Office

6/28/2002 68

THE MANAGEMENT CYCLE

Planning

Directing

Controlling

Organizing

6/28/2002 69

PLANNING

WorkActivityWork

Activity

Level ofEffort

Level ofEffort


Assessment


Assessment

ResourceData

ResourceData


GuidelinesAnnual


AnnualWork Program

& Budget




Distribution

ORGANIZING

Work CalendarWork Calendar Work Requests Status



DIRECTING

Work Scheduling and

Assignments

Work Scheduling and

Assignments

FieldPerformance

FieldPerformance




Action


Action

Work Reporting

Work Reporting



CONTROLLING

Maintenance Management Information Flow

21

6/28/200270

Work Activities


DESCRIPTION: The repair of aggregate surfaced roads by reshaping, adding 10 to 20 cm of crushed or natural aggregate and compacting to specification to restore the thickness of gravel surface and to restore smooth riding conditions on the road.



19

6/28/200271

QUANTITY STANDARDS

The annual amount of work to be performed in an activity per unit of inventory.

Expressed as WU’s / IU/year

The most difficult decision to be made

Depends in large measure on engineering experience and judgement

Helped by policy statements 6

6/28/200272

Quantity Standard Example

CODE: 1300 TITLE: Regravel Road– WORK UNIT: KILOMETERS

– INVENTORY UNIT:KILOMETERS OF GRAVEL ROAD

QS DETERMINATION: On a year to year basis aggregate surfaced roads should be re-graveled once every 3 to 5 years depending on traffic and results of inspection. For this year in Kandal Province it is estimated that 50% of the roads in Condition 3 should be regraveled.


6/28/200273

PERFORMANCE STANDARDS

Recipe for how work is to be accomplished

Crew day composition

– Labor

– Equipment

– Material

Average Daily Production

Scheduling Requirements

6/28/200274

Activity

6/28/200275

Calculations

Work Program = QS X Inventory

Crew Days = Work Program / Aver. Daily Prod.

Budget = Crew Days X Crew Day Cost

6/28/200276

Calculation Example

Activity: 1300 Re-Gravel Road

Work Unit = km Inventory Unit = km

Quantity Standard = 0.30 km /km

Inventory = 50 km

ADP = 0.25 km / day

Crew Day Cost = $1500 / day

6/28/200277

Calculation Example Continued

Annual Work Program = QS X Inventory

– 0.30 km/km X 50 km = 15 km

Crew Days = Annual Work Program / Average Daily Production

– 15 km / 0.25km/Crewday = 60 Crew days

Budget = Crew days X Crew Day Cost

– 60crew days X $1,500/crew day = $90,000

6/28/2002 78

Activity

Code Cat Name

Feature

Inventory

Quantity Unit

Planned

Quantity

Standard Unit

Percent of

Desired

Annual Work

Quantity

Average

Daily

Production Crew Size

N1 MAIN NATIONAL ROADS

1100 RO Patch Bituminous Pavement 17.4 Km 16.16 Sq m 99% 142.0 20.0 7.0

1170 RO Patch Macadam Pavement 147.9 Km 50.05 Sq m 100% 7,403.0 20.0 9.3

1200 RO Grade Shoulder 287.0 Km 1.00 Km 100% 287.0 5.0 3.0






3150 PE Install Pipe Culvert 1.0 Year 3.00 Ea 100% 3.0 0.2 12.0

3200 RO Repair Bridge 2,075.0 Lm 4.00 MH 100% 8,300.0 48.0 6.0

4150 RO Control Vegetation 165.3 Km 4.00 Km 100% 661.2 5.0 12.0

4500 RO Pickup Litter 165.3 Km 12.00 Km 100% 1,983.6 10.0 7.0

165.3 Km

N2 OTHER NATIONAL ROADS

1170 RO Patch Macadam Pavement 21.0 Km 24.19 Sq m 100% 508.0 20.0 9.3

1200 RO Grade Shoulder 42.0 Km 1.00 Sq m 100% 42.0 5.0 3.0

1250 RO Light Grading 137.9 Km 3.00 Km 100% 414.0 5.0 1.0

1260 PE Heavy Grading 137.9 Km 0.25 Km 102% 35.0 2.0 10.5

1300 PE Regravel Road 137.9 Km 0.25 Km 100% 34.0 0.3 11.5


1570 CN Rehab Gravel Road 137.9 Km 0.07 Km 100% 10.2 0.1 28.0





6/28/200279

Developing the WPB Manually

Initially, Provinces develop WPB’s manually

Based on Province needs and policies

Will be limited to Routine and Minor Periodic Maintenance

Will be the basis for the Annual Maintenance Work Agreement

6/28/200280

The Maintenance Work Agreement

Developed as result of programming JICA Funds

Decentralizes Planning ,Managing and Execution of Maintenance

Lets PWD know what work is to be done and how much funds are available, while

Obligating the PWD to get work done

6/28/200281

Key Elements of MWA

PWD agrees to accomplish prescribed annual work quantities at specified unit rates

MPWT agrees to pay PWD for work accomplished at unit rates

Unit Rates are negotiated between MPWT and PWD

PWD has option of contracting work or doing in-house

PWD invoices MPWT

PWD and MPWT jointly inspect work

Inspection criteria are clearly stated in BOQ

6/28/200282

Initial Use of MWA

$1.75 Million for Maintenance

MPWT Selected Roads to be maintained

Money needs to be spent quickly, so

WSA suggested contracts (agreements) between MPWT and Provincial PWD.

6/28/200283

The MWA and BOQ

6/28/200284

6/28/2002 85EBRR Being Repaired Under MWA

6/28/200286

Routine Maintenance Contract

Simple Form

Can be used for Indefinite Quantity Contract or,

Performance Based Contract

Not suitable for International Contracts

6/28/200287

Contract Types

Lump Sum Project

Unit Rate /Indefinite Quantity

Condition Evaluation (Performance Based)

6/28/2002 88

KANDAL CONTRACTS

$1,888,1009Totals

$102,5001Unit RateRepair Culverts /Minor Bridge Repair

60,0002Performance Based

Clean Drainage and Roadside

$900,0002Lump SumSeal / Rehab Roads

$480,0002Lump SumRe-Gravel Roads

$70,6001Performance Based

Grading

$275,0001Unit RatePatch Bituminous and Macadam

AmountNoTypeAct

6/28/2002 89

General Road Management Structure

MPWT

Road Management Agency

MWA’s

PWD’s

Contracts

Local Contractors

Advisory Board

MEF

Road Network

Fund

Road Users

6/28/2002 90

MPWT Maintenance Management Office (Initial)

Chief

MMS Specialist

Work Inspector

Contract Specialist

MMSSpecialist

Clerk

Work Inspector

Work Inspector

6/28/200291

Responsibilities of Office

Manage the Provincial Maintenance Work AgreementsAdvise the Director General on the progress of maintenance worksInspect the works underway and when completedRecommend approval or disapproval of submitted payment certificatesAssist the PWD’s in preparing small contracts or work ordersAssist the PWD’s in coordinating use of Government construction assetsReceive and enter into the MMS computer program work data submitted by the PWD’sPrepare work evaluation reports for the PWD’s, the Director General and the Minister.

6/28/2002 92

6/28/200293

The Transition to MMS-Requirements

Support at the Highest Levels

Training for all maintenance personnel down to Foreman level

Recognize the successful use of MMS

Require and use the information and reports from MMS

6/28/200294

The Transition Process

Step 1 – Establish Policies, Principles, Procedures, Goal and Objectives

Step 2 – Approve implementation of the System

Step 3 – Assure provision of Funds

Step 4 – Approve methods of maintenance execution

Step 5 – Confirm levels of authority

6/28/200295

Conclusions

There is an urgent need for full implementation of the fee for service concept in funding the road fundThere must be follow up on the MMS at the National and Provincial Level.

– Training– Use of Local Contractors

The Rehabilitation Program cannot succeed without the assistance of the Donor/Lender Community.ADB has taken the lead on developing a long range plan and strategy and recognizes the need for the harmonization of all donor’s assistance efforts.

6/28/200296

Findings

Expenditure of less funds than recommended will not result in the road network envisioned for the Nation.

Nor, will it result in affordable maintenance costs.

6/28/2002 97

THE ROAD TO THE FUTURE

6/28/2002 98

THE END

WISHES MPWT SUCCESS WITH ROAD

NETWORK MANAGEMENT

Workshop III, ND Lea Presentation 27 June 2002

1

1

Road Maintenance Financing

2

Requirements and Revenues

� Road Maintenance Consultant Estimates Annual Requirement for the Primary, Secondary and Provincial Road network by 2014 to be$US18 – 20m, following an initial investment to reinstate the road network.

� Current Estimate of the Fund for Repair & Maintaining of Road (FRMR) Revenue for 2002 $US10m – for the Whole Road Network.– NOTE :Normally accepted that road maintenance funds need to be topped up

initially for heavy maintenance, repair or reconstruction.

3

Revenue Sources

� Based on Principle that “User Pays” Road Fund Revenue Sources are normally:

– Fuel levies

– Vehicle License Fees

– Heavy Vehicle License Fees

– Fines for Overloading

– International Road Transit Levies

– Bridge, Ferry and Road Tolls

4

Fuel Levies

� Cambodia has a high rate of fuel taxation,

presently 68%.

� Tax exemption and avoidance rate on fuel, not

as high as 50% recorded in 1995, but is still a

problem.

� Off-Road Claims reduce revenues.

5

Off-Road Claims

� Generally relate to levy on diesel

– Irrigation Users.

– Waterway Operators.

– Railways.

– Agricultural Users

� Off-Road claims could amount to 50% of diesel

fuel levy

6

Need to Increase Revenues

� Annual Vehicle License Fee

– Initial increase, plus

– Annual increase

� Further Heavy Vehicle License Fee Increase

� Increases in Heavy Vehicle Overload penalties.


2

7

Road Fund Management

8

Best Practice

� Independent Road Management Board -answerable to the General Assembly and Prime Minister

� Board Composition

– Government Representatives - to protect National Interests.

– Private Sector Road User Representatives (at an advisory level as a minimum) – to create & sustain customer/supplier relationship

9

Road Management Board Function

� Oversee the collection of road tariffs.

� Disburse Funds to Agencies carrying out the

maintenance works.

� Establish conditions for disbursements:

– Economic analyses

– Quality Assurance

– Financial & Technical Audit Procedures

10

Road Management Board

Day-to-Day Operations

� Independent Secretariat

– CEO appointed by the Board

– Secretariat Staff with Capabilities in :

� Administration

� Accounting

� Planning

� Economics

� Engineering

11

Road Fund Disbursement

Procedures� Need to establish clear distinction between routine,

periodic, rehabilitation and improvement works.

� Economic principles to be applied to disbursement approvals for works other than routine maintenance.

� Quality Assurance and Financial & Technical Audit Procedures need to be in place as prerequisites to approval.

� Payment/Disbursement procedures to be established

12

Case Study

Lao PDR


3

13

Lao PDR - Road Fund Management

Board� Members appointed by Prime Minister

� Board Includes:

– MoF. MCTPC, Provincial Authorities, Chamber of

Commerce, Road Transport Operators and Road Users

� Secretariat Includes:

– CEO

– Accountant

– Two Engineers

14

Lao PDR - Planning &

Administration� MCTPC Departments

– Programming & Planning

– Technical Guidance to DCTPCs

– Administrative & Financial Management

� DCTPC Departments

– Procurement & Supervision of maintenance contracts

Technical & Financial Reporting

– Technical assistance on community-based maintenance

TA Project Equipment

Appendix

Q

TA 32-57-CAM Equipment handed over to MPWT

Documents

Technical Assistance Consultant's Report Cambodia