2013 india ruc updating

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2nd International Conference on Emerging Trends in Engineering & Technology, April12, 13, 2013 College of Engineering, Teerthanker Mahaveer University. 1 Updating Road User Cost and its Implication Abdullah Ahmad 1 , Dr. S. S. Jain 2 and Dr. M. Parida 3 For realistic estimation of costs and benefits associated with the road projects during economic evaluation, it is necessary to update road user cost components. Road user cost is an important consideration in the justification of highway investments, comparison of alternative designs, projects and programs ordering within limited budget and analysis of policy and regulation. The determination of road user cost is a key element in evaluating the highway projects. It is essential to arrive at a mechanism for updating road user cost data on a periodic basis which in turn can help in assessing the realistic costs and benefits from road projects through economic evaluation. Go for data collection of all the individual cost components is the ideal method of updating road user cost. However, this process would be time consuming and awkward. Hence, instead of this, it has been proposed to update road user cost components using wholesale price index (WPI). Therefore, road user cost data has been updated and obtained from relevant government publications. By using road user cost, life-cycle cost analysis of the selected sections of National Highway (NH-58) has been carried out for an analysis period of 10 years. The total budget requirement for maintenance management of the selected sections of NH-58 has been determined, which comes out to be Rs.30,530,819 for routine maintenance and Rs.68,998,750 for maintenance and rehabilitation work. Keywords: Road user cost, Wholesale price index, Routine maintenance 1. Introduction Basically RUC is composed of the three main components namely Vehicle Operating Cost (VOC), Time cost and Accident cost [7]. Amongst the above, VOC is a major component as given in Eq.(5.1) and susceptible for quantification with relative ease. The RUC are calculated by multiplying the quantity of each type of resource consumed (by the users during the process of road infrastructure usage) with the unit cost of consumption of the resource. Amongst the RUC models, VOC models arc analytically complex in nature. They are required for highway project appraisals, particularly for road maintenance, rehabilitation and upgrading. VOC is an important consideration in the justification of highway investments, comparison of alternative designs, projects and programs ordering within limited budget and analysis of policy and regulation. The determination of VOC is a key element in evaluating the highway projects. The vehicle operating cost increases at rapid rate as the surface conditions of the pavement starts deteriorating. If the pavement maintenance is neglected, the surface starts cracking and subsequently pot holes starts appearing. 1. Research Scholar, Department of Civil Engineering, Indian Institute of Technology Roorkee, Roorkee-247667 (UK). E-mail: [email protected] 2. Professor of Civil Engineering, Indian Institute of Technology Roorkee, Roorkee-247667 (UK). 3. Professor of Civil Engineering & Head, Centre for Transportation Systems (CTRANS) Indian Institute of Technology Roorkee, Roorkee-247667 (UK). At this level of deterioration, the VOC (vehicle operating cost) is likely to increase by about 15%. If there is further neglect of maintenance, the pavement eventually starts disintegration and VOC increases by 50%. This is approximately twice the cost of construction of roads as it has been observed that over the life of road total VOC is typically four times the initial construction cost where as maintenance cost is only 1 or 2% of the transportation cost [4]. The total transportation cost comprising the two basic components: road cost and user cost, as shown in Figure 1. Different research studies [7] on various aspects of road pavement and transportation have indicated that the road user cost constitute a major part, around 80-90% of total transportation cost. Figure 1 Cost components of ‘life-cycle cost’ of road project ROAD COST ROAD USER COST TOTAL TRANSPORTATION COST VEHICLE OPERATING COST TIME COST ACCIDENT COST CONSTRUCTION COST MAINTENANCE COST

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  • 2nd International Conference on Emerging Trends in Engineering & Technology, April12, 13, 2013

    College of Engineering, Teerthanker Mahaveer University.

    1

    Updating Road User Cost and its Implication

    Abdullah Ahmad1, Dr. S. S. Jain

    2 and Dr. M. Parida

    3

    For realistic estimation of costs and benefits associated with the road projects during economic evaluation, it is

    necessary to update road user cost components. Road user cost is an important consideration in the justification of

    highway investments, comparison of alternative designs, projects and programs ordering within limited budget and

    analysis of policy and regulation. The determination of road user cost is a key element in evaluating the highway

    projects. It is essential to arrive at a mechanism for updating road user cost data on a periodic basis which in turn

    can help in assessing the realistic costs and benefits from road projects through economic evaluation. Go for data

    collection of all the individual cost components is the ideal method of updating road user cost. However, this

    process would be time consuming and awkward. Hence, instead of this, it has been proposed to update road user

    cost components using wholesale price index (WPI). Therefore, road user cost data has been updated and obtained

    from relevant government publications. By using road user cost, life-cycle cost analysis of the selected sections of

    National Highway (NH-58) has been carried out for an analysis period of 10 years. The total budget requirement for

    maintenance management of the selected sections of NH-58 has been determined, which comes out to be

    Rs.30,530,819 for routine maintenance and Rs.68,998,750 for maintenance and rehabilitation work.

    Keywords: Road user cost, Wholesale price index, Routine maintenance

    1. Introduction

    Basically RUC is composed of the three main

    components namely Vehicle Operating Cost (VOC),

    Time cost and Accident cost [7]. Amongst the above,

    VOC is a major component as given in Eq.(5.1) and

    susceptible for quantification with relative ease. The

    RUC are calculated by multiplying the quantity of each

    type of resource consumed (by the users during the

    process of road infrastructure usage) with the unit cost

    of consumption of the resource. Amongst the RUC

    models, VOC models arc analytically complex in nature.

    They are required for highway project appraisals,

    particularly for road maintenance, rehabilitation and

    upgrading. VOC is an important consideration in the

    justification of highway investments, comparison of

    alternative designs, projects and programs ordering

    within limited budget and analysis of policy and

    regulation. The determination of VOC is a key element

    in evaluating the highway projects. The vehicle

    operating cost increases at rapid rate as the surface

    conditions of the pavement starts deteriorating. If the

    pavement maintenance is neglected, the surface starts

    cracking and subsequently pot holes starts appearing.

    1. Research Scholar, Department of Civil Engineering,

    Indian Institute of Technology Roorkee, Roorkee-247667

    (UK). E-mail: [email protected]

    2. Professor of Civil Engineering, Indian Institute of Technology Roorkee, Roorkee-247667 (UK).

    3. Professor of Civil Engineering & Head, Centre for Transportation Systems (CTRANS) Indian Institute of

    Technology Roorkee, Roorkee-247667 (UK).

    At this level of deterioration, the VOC (vehicle

    operating cost) is likely to increase by about 15%. If

    there is further neglect of maintenance, the pavement

    eventually starts disintegration and VOC increases by

    50%. This is approximately twice the cost of

    construction of roads as it has been observed that over

    the life of road total VOC is typically four times the

    initial construction cost where as maintenance cost is

    only 1 or 2% of the transportation cost [4].

    The total transportation cost comprising the two

    basic components: road cost and user cost, as shown in Figure 1. Different research studies [7] on various

    aspects of road pavement and transportation have

    indicated that the road user cost constitute a major part,

    around 80-90% of total transportation cost.

    Figure 1 Cost components of life-cycle cost of road project

    ROAD COST ROAD USER COST

    TOTAL TRANSPORTATION COST

    VEHICLE OPERATING

    COST

    TIME COST

    ACCIDENT COST

    CONSTRUCTION

    COST

    MAINTENANCE

    COST

  • 2nd International Conference on Emerging Trends in Engineering & Technology, April12, 13, 2013

    College of Engineering, Teerthanker Mahaveer University.

    2

    2. Vehicle operating cost (VOC)

    VOC is a major component in RUC and these costs arc

    incurred when the vehicle is running on the road. The

    components of VOC can be classified into two broad

    categories and they are Variable and Fixed Costs. The

    parameters include in each of the category are as

    follows:

    Variable Costs:

    Fuel Cost

    Tyre Cost

    Engine Oil Cost

    Other Oil Cost

    Grease Cost

    Spare Parts Cost

    Maintenance Cost

    Fixed Costs:

    Vehicle Capital Cost

    Registration Tax and Insurance

    Garaging Charges

    Crew Costs

    Fines and Toll Charges

    Depreciation Cost

    Overhead Charges

    The variable costs are associated with the running or

    operation of the vehicle and fixed costs arc constant

    over the time and it is independent of operation of the

    vehicle.

    3. Road User Cost Studies

    For the implementation of any road project, a critical

    evaluation of costs and benefits associated with it

    becomes essential. Further, to decide the priority of

    various projects relating to the road sector, it is

    necessary to rank the projects on the basis of quantified

    costs and benefits. A number of research studies have

    been conducted in India to understand the relationships

    between the standards of road design and the road user

    cost.

    In the year 1982, the Central Road Research Institute

    (CRRI) completed first study of its kind under the

    sponsorship of Ministry of Surface Transport (MOST),

    Govt. of India. In this study, a large number of

    commercial and private vehicles were identified and the

    data on the operating cost of these vehicles gathered

    along with the design parameters of the roads on which

    these operated. By analyzing this data relationships

    were developed between the road design standards and

    vehicle operation costs [1].

    From 1990 onwards, the traffic scenario on Indian roads

    has undergone a sea change with the entry of new

    automobile manufacturers in the field. In order to

    incorporate these new vehicles as well, a study was

    commissioned again in 1990 by the MOST to

    revise/update the relationships between road design

    standards and vehicle operation costs [6].

    Subsequent to the above study, many more models of

    passenger cars and goods vehicles came into Indian

    market. Therefore, to further update the relationships

    between the road user cost and the design parameters of

    the roads, a new study was commissioned at the CRRI

    by the Ministry of Road Transport & Highways

    (MORT&H), Govt. of India. As a part of this study,

    which has just been completed in the year 2001,

    measurements of speeds as well as vehicle operating

    cost has been accomplished and analysed strategically.

    The models that have been validated, to incorporate the

    new generation vehicles in terms of their operating

    characteristics and design characteristics of the road, are

    going to be useful in making decisions of investments in

    road projects of the present and the future [7].

    4. Updation of RUC Components

    It is essential to arrive at a mechanism for updating

    RUC data on a periodic basis which in turn can help in

    assessing the realistic costs and benefits from road

    projects through economic evaluation. As it has been

    already mentioned that updation of RUC components

    has become necessary for realistic estimation of costs

    and benefits associated with the road projects during

    economic evaluation. The ideal method of updating is to

    go for data collection of all the individual cost

    components which are used as input in RUC models.

    However, the above process would be quite

    cumbersome and time consuming. Hence, instead of this,

    it has been proposed to update the RUC components

    using Wholesale Price Index (WPI). This method of

    updation of VOC components is very simple, quick and

    reliable as the updated cost components can be directly

    used as inputs in the established VOC equations. The

    concept of WPI is described in the subsequent sections

    for the better appreciation of their utility

    4.1 Wholesale price index and escalation factors

    The WPI is an indicator of the average price movement

    over time for a fixed basket of goods and services. The

    Constitution of the basket of goods and services can be

    done taking in to account whether the changes are to be

    measured in retail, wholesale, or producer prices. The

    basket will also vary for economy-wide, regional, or

    sector specific series. At present, separate series of

  • 2nd International Conference on Emerging Trends in Engineering & Technology, April12, 13, 2013

    College of Engineering, Teerthanker Mahaveer University.

    3

    index numbers are compiled to capture the price

    movements at retail and wholesale level in India. The

    WPI number is a weekly measure of wholesale price

    movement for the economy.

    It is an established fact that RUC would increase in

    accordance with increase in VOC which implies that

    RUC depends upon the change in WPI. The WPI data in

    India is maintained and published by the Economic

    Advisory Board, Ministry of Commerce and Industry,

    GOl [2] in weekly, monthly as well as yearly for all

    types of commodities. In this study, Wholesale Price

    Index for relevant commodities listed under the six

    major groups (i.e. Mineral Oils, Tyres, Tubes, Rubber

    Products, Automotives and Auto Parts) has been

    considered as the base for updating VOC. Relative

    weights and WPI for relevant commodities are given in

    Table 1. However, the recent studies [5] have

    demonstrated that it is possible to develop an Escalation

    Factor (EF) from the WPI data.

    S

    BB S

    WPICommodity Weight

    WPIEF

    Commodity Weight

    (1)

    Where,

    EFB-S = Escalation Factor from base year to stated year

    WPIS = WPI for stated year say, April 2012

    WPIB = WPI for base year (the base year is taken as

    January 2009)

    Table 1 Relative weights and WPI for relevant commodities

    Commodity Name Commodity

    Weight

    WPI

    January

    2009

    WPI

    April 2012 Ratio =

    S

    B

    WPI

    WPI

    Ratio*Commodit

    y Weight

    All Commodities 100.0000 124.4 163.1 1.311

    Mineral Oils

    LPG 0.9147 119.0 148.9 1.251 1.145

    Petrol 1.0902 121.3 177.7 1.465 1.597

    Kerosene 0.7362 99.9 160.1 1.603 1.180

    Aviation Turbine Fuel 0.2555 113.8 260.4 2.288 0.585

    High Speed Diesel 4.6702 132.4 167.8 1.267 5.919

    Naphtha 0.7908 148.7 291.9 1.963 1.552

    Light Diesel Oil 0.1189 100.0 296.1 2.961 0.352

    Bitumen 0.1552 225.8 312.1 1.382 0.214

    Furnace Oil 0.4651 121.7 365.7 3.005 1.397

    Lubricants 0.1679 174.5 236.6 1.356 0.228

    Tyres

    Cab/Car Tyre 0.1973 115.9 138.8 1.198 0.236

    Bus/truck Tyre 0.1670 122.6 163.7 1.335 0.223

    Motor cycle Tyre 0.0442 130.9 185.7 1.419 0.063

    Tractor Tyre 0.0444 152.6 213.4 1.398 0.062

    Cycle /Rickshaw Tyre 0.0353 145.5 193.0 1.326 0.047

    Tubes

    Cycle /Rickshaw Tube 0.0182 155.4 210.8 1.356 0.025

    Motor Tube 0.0253 128.4 145.4 1.132 0.029

    Other Rubber Tubes 0.0097 113.1 128.4 1.135 0.011

    Rubber Products

    Rubber Seat Assembly 0.1715 126.9 160.6 1.266 0.217

    Seamless Tubes & Pipes 0.1179 103.5 104.7 1.012 0.119

    Rubber Moulded goods 0.0226 118.6 122.9 1.036 0.023

    Rubber Foot wear 0.0969 134.6 154.5 1.148 0.111

    Synthetic rubber 0.0222 147.4 207.2 1.406 0.031

    Reclaimed Rubber 0.0138 120.9 153.8 1.272 0.018

    Rubber Components 0.0165 119.3 139.9 1.173 0.019

    Rubber Padding 0.0207 91.1 95.3 1.046 0.022

  • 2nd International Conference on Emerging Trends in Engineering & Technology, April12, 13, 2013

    College of Engineering, Teerthanker Mahaveer University.

    4

    Rubber Brakes 0.0131 120.5 126.8 1.052 0.014

    Rubber Transmission belt 0.0098 125.4 166.4 1.327 0.013

    Foot Ball 0.0043 113.4 151.2 1.333 0.006

    Other Rubber Products 0.0752 122.8 171.3 1.395 0.105

    Automotives

    Motor Vehicles 1.8976 111.8 119.3 1.067 2.025

    Tractors 0.4057 122.0 140.1 1.148 0.466

    Bus / Mini bus / Truck 0.7475 122.9 124.5 1.013 0.757

    Auto/Tempo / Matador 0.2931 115.0 125.0 1.087 0.319

    Motor Cycle / Moped 0.8805 114.5 136.0 1.188 1.046

    Trolleys / Tanker 0.0067 123.6 137.4 1.112 0.007

    Auto Parts

    Gear Boxes & Parts 0.1863 120.8 128.9 1.067 0.199

    Steering Gears 0.0248 102.7 106.0 1.032 0.026

    Carburetors 0.0169 121.2 131.1 1.082 0.018

    Clutch & Clutch Plates 0.0299 106.5 104.2 0.978 0.029

    Crankshafts 0.0223 131.4 150.6 1.146 0.026

    Suspension 0.0447 102.2 105.8 1.035 0.046

    Axle 0.0716 153.3 163.1 1.064 0.076

    Wheels & Parts 0.0440 133.3 145.1 1.089 0.048

    Fuel Injection Equipments 0.1054 102.0 109.3 1.072 0.113

    Silencer & Damper 0.0142 113.1 128.7 1.138 0.016

    Wiper/Blade/Arm etc 0.0037 125.2 124.0 0.990 0.004

    Piston & Compressor 0.0632 123.7 157.0 1.269 0.080

    Coil Assembly (Ignition) 0.0093 159.3 145.0 0.910 0.008

    Slider 0.0011 195.5 230.4 1.179 0.001

    Engine Assembly, Chassis 0.0858 109.9 106.9 0.973 0.083

    Gauges 0.0011 117.5 113.0 0.962 0.001

    Geared Motor 0.0060 123.1 133.3 1.083 0.006

    Radiator & Coolers 0.0390 101.3 112.3 1.109 0.043

    Electric Magnet Brakes 0.0079 112.7 143.4 1.272 0.010

    Lamp 0.0214 125.5 114.0 0.908 0.019

    Horn 0.0054 102.9 109.0 1.059 0.006

    SUM 15.525 21.041

    A close observation of the WPI index tables published

    in the Economic Advisory Board [2] illustrate that for

    quick estimation of VOC for a given year it is prudent

    to use the WPI value and thereby arrive at the escalation

    factor which in turn can be used for the estimation of

    VOC for any given year in the horizon year. From the

    available data, it has been found that escalation factor is

    1.355. Using this escalation factor, the VOC for 2012-

    April can be obtained as follows:

    S

    BApril,2012 Jan,2009 B S Jan,2009

    WPICommodity Weight

    WPIVOC VOC *EF VOC *

    Commodity Weight

    (2)

    4.2 Updated RUC Equations

    The RUC equations based on the Updated Road User

    Cost study (Velmurugan et.al, 2009) are updated based

    on the method discussed in earlier section. The VOC

    inputs used in the RUC tables are updated to April 2012

    price levels based on Eq.(2) and the updated RUC tables

    for different vehicle types namely Cars, Two Wheelers,

    Buses, LCVs, HCVs and Multi-Axle Commercial

    Vehicle (MAV) are presented in Table 2 to Table 4.

  • 2nd International Conference on Emerging Trends in Engineering & Technology, April12, 13, 2013

    College of Engineering, Teerthanker Mahaveer University.

    5

    Table 2 VOC equations for Cars and Two Wheelers

    S.N

    VOC Equations for Cars VOC Equations for Two Wheelers

    1 Free Speed

    (km/h)

    SL

    IL

    2 L

    4 L

    V 59.86 (0.6236 * RF) 0.002589 * (RG 2000)

    V 65.91 (0.6575 * RF) 0.002010 * (RG 2000)

    V 73.14 (0.7110 * RF) 0.001710 * (RG 2000)

    V 78.58 (0.7640 * RF) 0.001830 * (RG 2000)

    V 40.70 (0.4305 * RF) 0.00193 * (RG 2000)

    V 45.28 (0.4515 * RF) 0.00138 * (RG 2000)

    V 45.93 (0.4456 * RF) 0.00107 * (RG 2000)

    V 48.65 (0.4729 * RF) 0.00113 * (RG 2000)

    SL

    IL

    2L

    4L

    2 Fuel Consumption

    (lit./1000km)

    i i 2

    i

    where, SL, IL, 2L, 4L

    504.15FC 21.85 0.004957 * (V )

    V

    0.000652 * RG 1.0684 * RS 0.3684 * FL

    i

    2

    where, SL, IL, 2L, 4L

    549.57FC 3.38 0.00436 * (V )

    V

    0.000196 * RG 0.4552 * RS 0.3386 * FL

    i i

    i

    i

    3 Spare Parts Cost

    (Rs./km) 5

    SP 0.0018 * (RG 2000) *10 * NP

    5

    SP ( 55.879 0.024 * RG) *10 * NP

    4 Maintenance

    Labour (Rs./km) LC 0.5498 * SP

    LC 0.5498 * SP

    5 Tyre Life

    (km)

    RGTL 68771 147.9 * RF 26.72 *

    W

    RGTL 47340 101.8 * RF 18.39 *

    W

    6 Engine Oil

    (lit./10000 km)

    RGEOL 1.7048 0.03319 * RF 0.0005241*

    W

    RGEOL 0.4051 0.007899 * RF 0.000125 *

    W

    7 Other Oil

    (lit./10000 km)

    RGOL 1.631 0.05167 * RF 0.001867 *

    W

    -

    8 Grease

    (kg/10000 km) G 2.816 0.2007 * RF

    -

    9 Utilization

    (km/day) i

    UPD 6.187 * V

    UPD 2.119 * Vi

    10 Fixed Cost

    (Rs./km)

    501.52F

    UPD

    31.12F

    UPD

    11 Depreciation Cost

    (Rs./km)

    96.01DC

    UPD

    7.31DC

    UPD

    12 Passenger Time

    Cost (Rs./km) i

    308.69PT

    V

    61.10PT

    Vi

    Table 3 VOC equations for Buses and LCVs

    S.N

    VOC Equations for Buses VOC Equations for LCVs

    1 Free Speed

    (km/h)

    SL

    IL

    2 L

    4 L

    V 47.25 (0.3698 * RF) 0.00165 * (RG 2000)

    V 52.65 (0.4031* RF) 0.00123 * (RG 2000)

    V 54.23 (0.4111* RF) 0.00098 * (RG 2000)

    V 60.32 (0.4573 * RF) 0.00109 * (RG 2000)

    SL

    IL

    2 L

    4 L

    V 49.87 (0.4447 * RF) 0.00088 * (RG 2000)

    V 53.70 (0.4788 * RF) 0.00095 * (RG 2000)

    V 57.41 (0.5119 * RF) 0.00102 * (RG 2000)

    V 62.85 (0.5604 * RF) 0.00111* (RG 2000)

  • 2nd International Conference on Emerging Trends in Engineering & Technology, April12, 13, 2013

    College of Engineering, Teerthanker Mahaveer University.

    6

    2 Fuel Consumption

    (lit./1000km)

    i i 2

    i

    where, SL, IL, 2L, 4L

    3904.64FC 32.97 0.0207 * (V )

    V

    0.0012 * RG 3.3281* RS 1.7769 * FL

    i

    i i 2

    i

    where, SL, IL, 2L, 4L

    1615.327FC 21.28 0.0245 * (V )

    V

    0.001524 * RG 5.377 * RS 0.8268 * FL

    i

    3 Spare Parts Cost

    (Rs./km) [ 10.44 0.007373*RF 0.0000723*RG 1.925/ W ]

    SP NP * e

    [ 10.9278 0.000141*RG 3.493/ W ]

    SP NP * e

    4

    Maintenance

    Labour

    (Rs./km) LC 0.5498 * SP

    LC 0.3692 * SP

    5 Tyre Life

    (km) TL 38519 389.52 * RF 1.32 * RG 983.829 * W

    TL 22382 375.3* RF 1.037 * RG 3817 * W

    6 Engine Oil

    (lit./10000 km)

    RGEOL 1.146 0.00398 * RF 0.0021*

    W

    RGEOL 1.0635 0.0257 * RF 0.000171*

    W

    7 Other Oil

    (lit./10000 km) OL 3.3201 0.0008217 * RG

    OL 2.0415 0.0001058 * RG

    8 Grease

    (kg/10000 km) G 4.992 0.03376 * RF 0.3634 * W

    G 0.3661 0.0283* RF 0.000251* RG

    9 Utilization

    (km/day) i

    UPD 28.07 15.1476 * V

    i

    UPD 28.773 2.181* V

    10 Fixed Cost

    (Rs./km)

    1230.25F

    UPD

    780.57F

    UPD

    11 Depreciation Cost

    (Rs./km)

    309.24DC

    UPD

    163.25DC

    UPD

    12 Wages of Crew

    (Rs./km)

    1271.88CW

    UPD

    487.10CW

    UPD

    13

    Passenger Time

    Cost

    (Rs./km)

    19078.13PT

    UPD

    -

    13 Commodity Value

    (Rs./km) -

    67.13CMV

    UPD

    Table 4 VOC equations for HCVs and MAVs

    S.N

    VOC Equations for HCVs VOC Equations for MAVs

    1 Free Speed

    (km/h)

    SL

    IL

    2 L

    4 L

    V 45.56 (0.4062 * RF) 0.00081* (RG 2000)

    V 50.11 (0.4468 * RF) 0.00089 * (RG 2000)

    V 53.32 (0.4755 * RF) 0.00094 * (RG 2000)

    V 55.53 (0.4952 * RF) 0.00098 * (RG 2000)

    SL

    IL

    2 L

    4 L

    V 38.27 (0.3412 * RF) 0.00068 * (RG 2000)

    V 42.01 (0.3753 * RF) 0.00074 * (RG 2000)

    V 44.79 (0.3994 * RF) 0.00079 * (RG 2000)

    V 46.65 (0.4159 * RF) 0.00083 * (RG 2000)

    2 Fuel Consumption

    (lit./1000km)

    i i 2

    i

    where, SL,IL,2L,4L

    3904.64FC 44.08 0.0207 * (V )

    V

    0.0012 * RG 3.3281* RS 1.7769 * FL

    i

    i i 2

    i

    where, SL, IL, 2L, 4L

    2695.79FC 141.0 0.0517 * (V )

    V

    0.0035 * RG 17.75 * RS 5.40 * FL

    i

  • 2nd International Conference on Emerging Trends in Engineering & Technology, April12, 13, 2013

    College of Engineering, Teerthanker Mahaveer University.

    7

    3 Spare Parts Cost

    (Rs./km) [ 10.3677 0.0001413*RG 3.493/ W ]

    SP NP * e

    [ 10.9278 0.0001413*RG 3.493/ W ]

    SP NP * e

    4

    Maintenance

    Labour

    (Rs./km) LC 0.3692 * SP

    LC 0.3692 * SP

    5 Tyre Life

    (km) TL 24662 413.6 * RF 1.142 * RG 4205 * W

    TL 23726 398 * RF 1.0099 * RG 4046 * W

    6 Engine Oil

    (lit./10000 km)

    RGEOL 1.73 0.042 * RF 0.0003 *

    W

    RGEOL 2.354 0.05701* RF 0.0038 *

    W

    7 Other Oil

    (lit./10000 km) OL 5.1037 0.0002646 * RG

    OL 5.1037 0.0002646 * RG

    8 Grease

    (kg/10000 km) G 0.9153 0.0707 * RF 0.000627 * RG

    G 0.9153 0.0707 * RF 0.000627 * RG

    9 Utilization

    (km/day) i

    UPD 68.12 5.1637 * V

    i

    UPD 70.38 5.3349 * V

    10 Fixed Cost

    (Rs./km)

    994.42F

    UPD

    1388.20F

    UPD

    11 Depreciation

    Cost (Rs./km)

    241.63DC

    UPD

    400.70DC

    UPD

    12 Wages of Crew

    (Rs./km)

    811.84CW

    UPD

    974.20CW

    UPD

    13 Commodity Value

    (Rs./km)

    205.83CMV

    UPD

    385.11CMV

    UPD

    5. Cost Analysis

    The life cycle cost analysis requires a comparison to be

    made between a Base Case alternative, and one or more Project Case alternatives. For this case study, two alternatives have been defined for each pavement

    section, namely; a Base Alternative and a Maintenance and Rehabilitation Alternative. The Base Alternative comprise of routine pavement maintenance activities in terms of crack sealing and

    patching. The Maintenance and Rehabilitation

    Alternative includes resealing, overlays and

    reconstruction work activities. The selected

    Maintenance and Rehabilitation strategies and the

    corresponding intervention criteria are given in Table 5.

    After selection of the alternative Maintenance and

    Rehabilitation strategies, the Program Analysis application module of HDM-4 has been used to

    compare the total life-cycle costs, including the

    highway agency costs and road user costs, predicted

    under the Base Alternative of scheduled routine maintenance, against those predicted for the condition

    responsive Maintenance and Rehabilitation Alternative[3].

    Table 5 Details of strategies for life cycle cost analysis

    Strategies Type of Works Intervention Criteria

    Base Alternative Crack Sealing and

    Patching Scheduled Annually

    Maintenance and

    Rehabilitation

    Alternative

    Double Bituminous

    Surface Dressing

    Total Damage Area

    > 5%

    Overlay 25 mm

    Bituminous Concrete

    Roughness

    >=3.6, =4.0, =5.0 IRI

    and Total Damaged

    Area >= 10%

  • 2nd International Conference on Emerging Trends in Engineering & Technology, April12, 13, 2013

    College of Engineering, Teerthanker Mahaveer University.

    8

    The budget requirements under each alternative for the

    maintenance management of the NH-58 sections,

    throughout the analysis period of 10 years, are given in

    Table 6. It has been found that the total budget

    requirements for maintaining the NH-58 sections is

    almost 137% more than those required for maintaining it

    with only routine maintenance type of activities.

    Table 6 Budget requirements for maintenance

    management of NH-58 sections

    Application

    Year

    Base

    Alternative

    Maintenance and

    Rehabilitation

    2012 26,272 0

    2013 1,489,443 17,238,117

    2014 1,809,994.74 43,110,381

    2015 3,424,007.21 8,641,252

    2016 3,450,741.13 0

    2017 3,728,282.32 0

    2018 3,807,124.57 0

    2019 4,491,914.34 0

    2020 4,460,882.48 0

    2021 3,841,551.07 0

    Total Cost (Rs.) 30,530,819 68,998,750

    6. Conclusions

    In this study, a dynamic system for the updation of road

    user cost based on WPI has been evolved which can

    help to adequately the changed conditions for economic

    evaluation of road projects. This has been accomplished

    using the proposed methodology of evolving EF based

    on WPI to update the RUC models. The life-cycle cost

    analysis of the selected sections of NH-58 has been

    carried out, and an analysis period of 10 years (i.e. year

    20122021). The work strategy and intervention criteria have been proposed along with M&R strategy as shown

    in Table 5. The total budget requirement for

    maintenance management of the selected sections of

    NH-58 has been determined, which comes out to be

    Rs.30,530,819 for routine maintenance and

    Rs.68,998,750 for M&R work.

    References

    [1] C.R.R.I., Road user cost study in India, Final Report,

    submitted to ministry of Surface Transport, New Delhi,

    1982.

    [2] E.A.B., Economic Advisory Board, Ministry of Commerce and Industry, Government of India (Web site:http://www.eaindustry.nic.inl), 2012.

    [3] HMRG, HDM-4 Technical Manual, Highways Management Research Group, University of

    Birmingham, Birmingham, 1999.

    [4] Jain S.S., Gupta, A.K., and Rastogi, S., Study of Influencing Parameters for Efficient Maintenance

    Management of Flexible Pavements, Indian Roads Congress Journal, Vol. 53, No. 1, pp 93-143, 1992.

    [5] Jong-Suk Jung, Kamil E. Kaloush and George B., Life Cycle Cost Analysis: Conventional Versus Asphalt-

    Rubber Pavements, submitted to Department of Civil and Environmental Engineering. Arizona State

    University, USA, 2003.

    [6] Kadiyali, L.R. and Associates, Updated Road User Cost Data, A study sponsored by Ministry of Surface Transport and Asian Development Bank, New Delhi,

    1992.

    [7] MORT&H, Updation of Road User Cost Data, Final Report prepared by Central Road Research Institute, for

    Ministry of Road Transport & Highways, Government of

    India, New Delhi, 2001.